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AURA AT CANYON HILL_16-1138 - 16-114
AURA PA=2D min I,O U Lake Elsinore, California s• SQUARE FOOTAGES DIRECTORY PROJECT DATA OWNER: ----- - PARDEE HOMES 35050 Canyon Hills Rd. - -- - Lake Elsinore,CA 92532 OWNER: PARDEE HOMES PLAN 1 SQUARE FOOTAGE PLAN 2 SQUARE FOOTAGE CONTACT: RON NUGROHO PH 819-370.7820 PROJECTADDRESS: 229 GUANIA WAY'` FIRST FLOOR 995 f1R8T FLOOR 1107 E-MAIL: Ra.NoOroho@pardeabomaa.eom FAX LAKE ELSINORE,CA 92532 ■ y SECOND FLOOR 1,156 SECOND FLOOR 1,232 ARCHITECT: -....._..__.- BASSENMN LAGONI ARCHITECTS 2031 ORCHARD BR,SUITE 100--- -- ---- _ ASSESSOR PARCEL NO.: -._- __---_ X TOTAL -7-15-1 TOTAL 2,339 NEWPONT BEACH,CA WHO - MOPEi1TY1RACTNO.: NAMGE 422 NAMGE 425 MM.MIG CLASSIFICATION* SINGLE FAMILY NETACHED PAN 1NNCN AT FIEV.'A' 24 Pill"AT ELEV.11'S'C' ik1 OBNTACT: NaA NNMwatl PH BMJSS-8180 _.-.. U. 00M AT MEV.N' 11 ILL: ".awn FAX 999-RS-8848 NINE SPrAWMK Pfl1 OW M13.3 W , YYPE NF�IWACION: - YMrE V-B lI-- . 1�.811N�!M710 174 BRMICMNAL BIG. MIIVR BIIBNNEEIIINf dap Cwapaa Br1ve _ MM,VMNICAL: NOYVIS INNIIE[�IG $ Now Baaah M am AK:- ._-- - UW Z ,;'cc ,; 08NTACT: NIMN NGUYEN PH N!f-792-t§1 2 IBNTACT: NWNN nUYEN PH IMAM-1912 COPIES: =13 CALN7NIM BNILIMG DBBE ;LAN 8 SQUARE FOOTAGE ■ o E-IMIL: Napmc-1 uviseroap.aam FAX M9-112-5321 EMAIL: Naguyaa@jewMapraop.oam FAX U9-782-U21 T11RT L R 1,137 BONS CALIgINMMN61NNnMLCODE a SECOND FLOOR 1,358 PRE 24 CONSULTANT: Duel Tellers MHI INWILMA Avoaue ELECTRICAL: GOUVIS ENGINEERING 2013 CALIFORNIA MECHANICAL CODE Cm THIS PMMT IIIAIl lX1NPLr YA1H MAIBIkLLa AND 2013 CALWOR"PLUMBING CODE TOTAL RIPON'G'96b66 GONSTBU MEIpOtlS FOR E T"ILA R UALSIAN 2013 CALIFORNIA FIRE CODE GARAGE 440 CONTACT: Abraham Quirapa PH 2O9-579-5000 CONTACT: HUAN NGUYEN PH 949-752-1512 FDA ADM C.R.C.aEMENTA327. SEE SHEET G.3 2M PORCH 40 fop ABmT�iAL REOUIRHAE111E. f019 CALIFORNIA ELECTRICAL CODE ,� OPT.COVERED PATIO 174 E-MAIL: abraham@duclteslers.com FAX 209-522-5001 E-MAIL: HaOuy■@9oMsgroup.com FAX 949-752-5321 2013 CALIFORNIAENERGY CODE N OPT.DECK 174 GUARDRAIL SHOP DRAWINGS WILL BE A DEFERRED SUBMITTAL PLUMBING GOUVIS ENGINEERING 2018 GLIFOTINIA GREEN BUILDING TRUSS DRAWINGS WILL BE A DEFERRED SUBMITTAL STANIMROS CODEcc CONTACT: HUAN NGUYEN PH 949-752- GOVERNING BODY: --- ---- CITY OF LAKE ELSINORE d _ E-MAIL: Hnpuyen@pouvls0roup.com FAX 949-752 BI o all m SEQUENCE OF DRAWINGS a SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION as COVER COVER SHEET 2.6-1 PLAN 2 ELEVATION'A"RIGHT A LEFT A OPTIONS SN-1 STRUCTURAL SPECIFICATIONS AND NOTES P-1.0 PLUMBING PLUMBING NOTES S LEGEND '] o GA GENERAL NOTES 2.7 FLOOR PLAN ADDENDUM'B' P-1.1 PLUMBING MATERIALS,SCHEDULES A CALCULATIONS ❑ o G2 GENERAL NOTES 2.8 ELEVATION"B"FRONT S REAR 8 ROOF PLAN S-1.1 PLAN 1 FOUNDATION PLAN 1A,1B,IC 8 OPTION P-1.2 PLUMBING MATERIALS,SCHEDULES S CALCULATIONS G.3 WILDFIRE EXPOSURE NOTES 2.8-1 ELEVATION"B"RIGHT A LEFT S OPTIONS S-1.2 FRAMING PLAN to A OPTION P-1.3 PLUMBING DETAILS `7 o GC.1 CAL GREEN NOTES 2.9 FLOOR PUN ADDENDUM'C' 8-1.3 PARTIAL FRAMING PLAN iB,1C A OPTION P-2.0 PLUMBING ISOMETRIC COLD/HOT WATER PUN 1 � � IZGC.2 CAL GREEN RESIDENTIAL VOLUNTARY MEASURES 2.10 ELEVATION"C"FRONT A HEAR 8 ROOF PLAN P-2.1 PLUMBING ISOMETRIC COLD/HOT WATER PLAN 2OA-1CONDITIONS OF APPROVAL 2.10-1 ELEVATION'C'RIGHT A LEFT 8 OPTIONS S-2.1 PLAN 2 FOUNDATION PLAN 2 S OPTION P-2.2 PLUMBING ISOMETRIC COLD/HOT WATER PLAN 3 A4 CONDITIONS OF APPROVAL S-2.2 FRAMING PLAN 2A S OPTION P-2.3 PLUMBING ISOMETRIC GAS PUN UNITS A-3 CONDITIONS OF APPROVAL 3.1 PLAN 3 SLAB INTERFACE PLAN S-2.3 PARTIAL FRAMING PLAN 2B 8 2C P-3.0 PLUMBING ISOMETRIC WASTE S VENT PLAN 1 EN-1 TITLE-24 COMPLIANCE DOCUMENTS,PLAN 1 3.1-1 SLAB INTERFACE ADDENDA 8 A C P-3.1 PLUMBING ISOMETRIC WASTE S VENT PLAN 2 xwx EN-2 TITLE-24 COMPLIANCE DOCUMENTS,PLAN 2 3.2 FIRSTS SECOND FLOOR PLANS S-3.1 PLAN 3 FOUNDATION PLAN 3 A OPTION P-3.2 PLUMBING ISOMETRIC WASTE S VENT PLAN 3 Date:00-00-15 EN-3 TITLE-24 COMPLIANCE DOCUMENTS,PLAN 3 3.2-1 FIRST 8 SECOND FLOOR PLAN OPTIONS 8-3.2 FRAMING PLAN 3A S 3C i 3.3 FIRST A SECOND FLOOR UTILITY PLANS 5-3.3 FRAMING PLAN 38 S OPTION SRA-1 SOLAR SOLAR READY AREAS REVISIONS 1.1 PLAN 1 SLAB INTERFACE PLAN 3.3-1 FIRST A SECOND FLOOR UTILITY PLAN OPTIONS SRA-2 MINIMUM SOLAR ZONE AREA WORKSHEET I awp6.DEFT._ 06/25/201b 1.1-1 SLAB INTERFACE ADDENDA B 8 C 3.4 INTERIOR ELEVATIONS SN-2 STRUCT.DETAILS STRUCTURAL DETAILS S NOTES EPLAN SOLAR ZONE PANEL PLAN 2 4L!QNY__, COA30/2016 1.2 FIRSTA SECOND FLOOR PLANS 3.5 SECTIONS SN-3 STRUCTURAL DETAILS A NOTES ITY OF LAKE ELSINORE BIJ76,bPJvT. o, i 1.2-1 FIRSTA SECOND FLOOR PLAN OPTIONS 3.6 ELEVATION"A"FRONT 8 REAR ELEV.A ROOF PLAN SD-1 STRUCTURAL FOUNDATION DETAILS FOR VERY LOW A LOW EXPANSIVE SOILS 1 OF 4 PRECISE GRADE PRECISE GRADE PLANS BUILDING 1 I I LD I A 1!"` DIVISION _- 1.3 FIRST 8 SECOND FLOOR UTILITY PLANS 3.6-1 ELEVATION"A"RIGHT A LEFT 8 OPTIONS SO-2 GENERAL DETAILS 8 NOTES 2 OF F. PRECISE GRADE PLANS B U L V V 1.3-1 FIRST A SECOND FLOOR UTILITY PLAN OPTIONS 3.7 FLOOR PLAN ADDENDUM'S' SO-3 STRUCTURAL DETAILS 3 OF 4 PRECISE GRADE PLANS 1.4 INTERIOR ELEVATIONS 3.8 ELEVATION"B'FRONT 8 REAR A RUDE PLAN SDA STRUCTURAL DETAILS 4 OF 4 PRECISE GRADE PLANS r� 1.5 SECTIONS 3.8-1 ELEVATION"B"RIGHT A LEFT S OPTIONS SSW-1 SIMPSON STEEL STRONG WALL DETAILS AND NOTES F R I V I IT _ 1.6 ELEVATION"A"FRONT S REAR A ROOF PLAN 3.9 FLOOR PLAN ADDENDUM'C' SSW-2 SIMPSON STEEL STRONG WALL DETAILS AND NOTES 1.5-1 ELEVATION*A"RIGHT A LEFT A OPTIONS 3.10 ELEVATION"C"FRONT A REAR 8 ROOF PLAN 1.7 FLOOR PLAN ADDENDUM'B' 3.10-1 ELEVATION"C"RIGHT S LEFT 8 OPTIONS M-1.0 MECHANICAL HVAC NOTES 8 SYMBOLS A V E D 1.8 ELEVATION'S"FRONT S HEAR 8 ROOF PLAN M-1.1 HVAC EQUIPMENT SCHEDULES 1.9.1 ELEVATION"B"RIGHT S LEFT S OPTIONS D.1 ARCH.DETAILS ARCHITECTURAL DETAILS M-1.2 MANUAL JO 8 S CALCULATIONS-PLAN 1 1.9 FLOOR PLAN ADDENDUMI 0.1-1 ARCHITECTURAL DETAILS M-1.3 MANUAL JD A S CALCULATIONS-PLAN 2 City of Lake Elsinore 1.10 ELEVATION'C"FRONT A REAR A RUDE PLAN D.1-2 ARCHITECTURAL DETAILS M-1.4 MANUAL JD A S CALCULATIONS-PLAN 3 Planning Div' ' n Ppr al 1.10-1 ELEVATION'C"RIGHT A LEFF A OPTIONS 02 ARCHITECTURAL DETAILS M-1.5 MANUAL JD S 3 CALCULATIONS-PLAN 3 OPTION BED 4 Approved By: D.2-1 ARCHITECTURAL DETAILS M-1.6 MANUAL JO S 3 CALCULATIONS-PLAN 3 OPTION BED 5 2.1 PLAN 2 SLAB INTERFACE PUN D.2-2 ARCHITECTURAL DETAILS M-2.0 HVAC PLAN-PUN 1 Date: 2.1-1 SLAB INTERFACE ADDENDA B A C 0.3 ARCHITECTURAL DETAILS M-2.1 HVAC PLAN-PUN 2 2.2 FIRST S SECOND FLOOR PUNS D.3-1 ARCHITECTURAL DETAILS M-2.2 HVAC PUN-PUN 3 2.2-1 FIRST S SECOND FLOOR PUN OPTIONS D.3-2 ARCHITECTURAL DETAILS MD-1 HVAC DETAILS a 2.3 FIRST A SECOND FLOOR UTILITY PUNS 0.4 ARCHITECTURAL DETAILS 2.3-1 FIRST 8 SECOND FLOOR UTILITY PUN OPTIONS 0.5 ARCHITECTURAL DETAILS E-1.0 ELECTRICAL ELECTRICAL GENERAL NOTES 8 SHEET INDEX 2.4 INTERIOR ELEVATIONS E-1.1 ELECTRICAL SINGLE LINE DIAGRAM 8 LOAD CALCULATIONS 1250 CORONA POINTE COURT 2.5 SECTIONS E-1.2 ELECTRICAL PANEL SCHEDULE SUITE 600 2.6 ELEVATION'A'FRONT S REAR ELEV.A HOOF PUN CORONA,CA 92879 PH:(951)4284400 0 s AURA AGENCY REQUIREMENTS FO SZJANGZ AT CANYONN1 SPA-20 By MEASURES REQUIRING FIELD VERIFICATION: The ans be':.c ^d f,r adhrs�re 0 the #Tw applicable c:-z a ...n.noa ALIIhuL.nbCn is BUILMNG LEYEL VERIFICATIONS herebypar.lut,an•Jir,g -CAD MECHANICAL VENTILATIONr,;;proval y allsl COOLING SYSTEM VERIFICATION -MINIMUM MRFLOW lasuancr• c a permit-VERIFIED EEROf tic• 0�-REFRIGERANT CHARGE - -FAN EFFICIENCY WATTS/CFM HVAC DISTRIBUTION SYSTEM VERIFICATIONS-DUCT SEALING WCINR -LOW LEAKAGE AIR HANDLING UNIT , Ms : DOMESTIC HOT WATER SYSTEMS VERIFICATION JOB NUMBER: 023-15015 -NONE COPYRIGHT (C)2015 __ '7 BASSENIAN LAGOW ANCNIOM v v_. ABBREVIATIONS CENERAL NOTES (2013'-=A- AB. ANCHOR BOLT H.G. HOLLOW GORE 5. 51W. GA EP:cl YUNy AHV. ABOVE HD. HOLD DOWN ANCHOR SC. SOLID GORE DIV510N I DIVISION 4 OVI510N 6 DMBI0116 AD AIR GONDITIRONNG HD.F. HIGH DEIKITY FOAM 5C14. SCHEDULE GENERAL REQUIREMENTS 1 MASONRY CARPENTRY (CONTINUED) I CARPENTRY (CONTINUED) S w h AGOU5. ACOUSTICAL HOR. HEADER SGRND. SGREENw API ADJACENT H6T.OR HT. HE16K SEC. SECOND YNORK PEFORMTD GULL LOWLY WITH THE FOLLOWING, - 1 11CG� tlSLL.�Al9Na a Vey o ADJ. ADJUSTABLE HN&R. HANGER SECT. SECTION I. TESE 6EERAL NOTES UNLESS OT E RASE NOTED ON PLANS OR SPEGIFICATION5. I. ALL MASONRY SHALL BE REINFORCED 6ROUITFD MASONRY. GROUT SOLD ALL CElS I. THE U PER-FLOOR SPACE BETHEEN THE 50TTOM OF THE FLOOR JOISTS AND THE EARTH I. `vM-. STUDS IN EXTERIOR WALLS AND INTERIOR BEARING YALL5 OF BALDIN65 NOT AL. AJN41RH SELL SELECT 2. BUILDING GORE,APPLICABLE EDITION WHICH CONTAIN REBAR,BOLTS,ETC. 6RGJT SOLID ALL CELS L 513OV GRADE. UD AN ER Y BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)5HALL HAVE MORE THAN TWO STORIES IN EIGHT SHALL BE NOT LE56 MAN 2 INCHES BY 4 INCHES IN ALT. ALTERNATE INSUL. IN�I�1LATION 5ft51R SELECT STRUCTURAL 3. ALL APPLICABLE LOCAL,STATE AND FEDERAL CODES,ORDINANCES,LAWS, 2. MORTAR SHALL BE TYPE 5'MIXED IN THE PROPORTIONS OF I PART PORTUW CEMENT VENTILATION OPERINss TWO"FOUNDATION WAus OR EXTERIOR WALL5.(GAL.40b) SIZE. FOR TNtEE-STORY BUILDINGS SUCH STUDS SHALL BE NOT LESS MAN 3 INCHES BY ) _ AMP. AMPERAGE INT. INTERIOR `SIR. `SERVICE REGULATIONS,AND PROTECTIVE COVENANTS,GOVERNING of 517E OF WORK. TO 1/2 TO 1/4 PARTS LINE RUTTY 70 2 1/4 TO 3 TEES THE SUM O'THE CEMENT PLUS LINE 4 INCHES OR 2 INCHES BY 6 INCHES TO of BOTTOM OF of SECOND FLOOR JOISTS,AND AVG. AVERAGE SA SINGLE 4146 4. STANDARD SPEGIFICATO5 OF A5TM. PUTTY PARTS OF.NAND. 2. UNDER-FLOOR AREAS SHALT.BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR 2 INCHES BY 4 INCHES FOR THE TWO UPPER STORIES. INTERIOR NONBEARIN6 PARTIT06 cam, SHEET 5. IN CASE O CONFLICT,THE MORE STRM6ElT RECUIREMENTS SHALL 6RNERN. 3. 6ROLIT SHALL ATTAIN A MINIMUM COMPRESSIVE 5TRENSTH OP 2000 F.S.I. AND SHALL BY VENTILATION OPENIN65 IN THE UNDER-FLOOR AREA WALLS. MAY BE FRAMED NTH 2-INCH BY 4-INGH 5TUC5. LAV. LAVATORY 6. OR EGHAL'TIE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND RAIDERS BE MIXED IN PROPORTIONS OP I PART PORTND CEMENT TO 1/10 PART LIME PUTTY TO 2 2. HEIGHT; UN.ES5 SUPPORTED LATERALLY BY ADEQUATE FRAMING,THE MAXIMUM ED. BOARD SIITG. SHEATHING 9. THE MINIMUM NET AREA OF VENTILATION OPENINY.MALL NOT B:LESS THAN 15C1ARE LAM. LAMINATED APPROVE.N1 MATERIALS OR EQUIPMENT YNIGH 15 CONSIDERED 'OR KQ1AL' TO A 3 PARES SAND TO A MAXIMA O:2 PARTS GRAVEL. FOOT FOR EACH I50 SG DARE FEET OP UDBt-R.00R SPACE AREA ULE55 THE GROUND INCHES 4 HEIGHT FOR ANDS SHALL BE 14 FEET FOR 2 RYH.REFER 4 TO INCHES AND 3 BLD6. BUILDING L.F. LINEALHTERFEET/FOOT SIw S�M THAT SPECIFIED. 4. / RE6ATE5 FOR MORTAR ND GROUT SHALL BE NATURAL` N!ND ROCK ING#ES BY 4 UYHN 511D5,AND 20 FEET FOR 2 INCH BY b INGFI.REFER TO EN61N�L5 B T-IN ELILT-IN L.L. LOS LI6HIER S-. SLIDING SURFACE 5 COVERED BY A CLAY VAPOR IMAM NET MATERIAL.WEN A CLAY I GALCLIATIOS FOR ANY BALLOON FRAMED'BEARING WN15 MORE TUN 10'-0-IN BLT-IN B11LT-IN S''L. SPLASH GOMFOTdAN6 70 A5TM Cr144(MORTAU AND G-404(FHRDUT). VAPOR RETMIDEi MATERIAL IS USED,THE MINIMUM NET AREA OF VENTILATION OPENINGS BM. BEAM LAM. LLMIN25 SPIN. SILL RATE NAILING ON SITE VERIFICATION: 5. CEMENT SHALL EE PORTLAND CEMENT CONFORMING TO ASTM C-I50,TYPE I OR II,LOW SHALL NOT BE LE55 THAN I SGIUAIE FOOT FOR EACH 1,500 SGDARE FEET O HEIGHT. B.N. BOUNDARY HAJLIN6 LvR' LONER 5 1 P SHELF 1 POLE I. ALL DIMENSIONS AND GO OMONS SHALL B:THE RESPONSIBILITY OF THE CONTRACTOR ALKALI. UNDER-FLOOR SPACE AREA 5. SPACING: 57D5 SUPPORTING FLOORS AMP CEILING OR RAFTERS SHALL BE SPACED BR6. BEARING 55. SERVICE SINK AND 5LB{,OttTUGTOR5. 6. ALL CONCRETE B.OGK SHALL CONFORM TO A5TM G40,GRADE N-1. 4. ONE 5"VENTILATING OPENING SHALL BE HYMN 3 FEET O=EACH GORIER OF THE NOT MORE THAN 16 INCAV5. ■ �� "� MAR. MARBLE 4. CRIME WALLS: SHALL EE FRAMED ON MICE,NOT LEY IN SZE MAN THE STIDDIN6 85. BAR SW. STD. STANDARD 2. NOTED DIM1E510N5 TAKE PRECEDENT OVER SCALE. 1. ALL BRICK SHALL CONFORMS TO A5TM C62,GRADE M'L BUILDING. MA5. MASONRY S.V. SHEET VINYL 5. EACH CONTRACTOR OR SUB-CONTRACTOR SHALL REPORT TO PROJECT SAFMNTEN7E T b. Al REINORGEAEM,BOLTS,ETC.SHALL HAVE A MINIMUM GROAT COVERAGE OF 5/4'. 5. VENTILATION OPENINGS SHALL EE LOCATED TO PROVIDE GROW VENTILATION OF THE ABOVE OR SILL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4 FEET IN CABT. CABINET MAX. MAXIMUM 5TRUCT. STRUCTURAL ALL CONDITIONS WHCH PREVENT THE PROPER EXECUTION OF THEIR WORM. ALL BRICK GALL HAVE A MINIMUM OF 2 1/2'GROUT SPACE. UM-FLOOR SPALE. HEIGHT,SUCH WALLS SHALL BE FRAEED OF SIDS HAVING THE SZE REQUIRED FOR AN MB. MACHINE BOLT SW SWITCH 4. SEE THE ARCHITECTURAL AAN56 FOR TYPE Or UNITS,LAYING PATTERN AND JOINT b. VDMLAT10N OPENINGS SHALL EE COVERED NTH CORROSION-RESISTANT HIRE MESH ADDITIONAL STORY. GALL. CALCULATIONSDR M.G. MEDIC IN:CABINET CLET5 ARLHITELT AND PROJECT SPEBNTBOBfT: DETAILS.ULESS SPECIFICALLY SHOWN OHERWSE,ALL CONCRETE BOCK AND BRICK WITH MESH O'ENINY O=1/4 INCHH IN DIMENSION. 5. ALL OPENINGS 4 FEET WOE OR LEY IN BEARING HALLS S ALL BE GMBR CAMBER U. G.HL. CEILING HEIGHT CHANGE MD.F. MEDIUM DENSITY FIBERBOARD T. I. SHALL BE NOTIFIED IMMEDIATELY BY CONTRACTOR OR 56 SHO ULD OULD ANY SILL BE LAID IN 14MNS BOND. PROVIDED NTH HEADERS CONSISTING OF EITHER 7M PIECES Or 2-INCH FRAMING � I L G. DDENSITYI. CAST IRON M .O. MEDIUM DENSITY OVERLAY T/B T� OTHER BOTTOM DISCREPANCY OR OTHER GLE5TION ARISE PERTAINING TO THE HMIN6 DRAWINGS 10. SET BOLT,ANCHORS,RDAM,SLEEVES,IN55M OR ER ITEMS NECESSARY FOR THE ROOF SEATING: LUMBER PLACM ON EDGE AND 5ECIRELY FASTENED TOGETHER OR 4-INCH LUMBER OF CJ. GEILING JOIST APR. MAJLFAGTIRM TL. TRASH COFACTOR AND/OR SPECIFICATIONS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE ATTACHMENT O SIBSEGILBNT WORK I. IX4 OR IXb SPADED: EQUIVALENT GROSS SECTION.ALL OPENINGS MORE THAN 4 FEET WOE SHALL BE E� � h CENTER LINE MIN. MINIMUM TE,PhL, TEMPS CLASS RE51.LT5 O ANY ERRORS,DISCREPANCIES,OR OMIYl0N5 W C44 THE CONTRACTOR 11. WHEN ABSOLUTELY MGE55W FOR GOSTROnON R1RP05ES TO STOP OF NITH IX6 SHIPLAP STARTER BOARD AT ALL EXPOSED EAVES(REMAN FACE DOWU PROVIDED WITH HEADERS OR LINTES. EACH END OF A LINTS OR HEADER SHALL HAVE �R�R y2, a, CL6. GEILIN& MIR. MIRROR T 1 6 TOWLE 4 GROOVE FAILED TO NOTIFY THE ARCHITEGT OF BEFORE CONSTRUCTION AND/OR FABRICATION LONGITUDINAL RIM OF MASONRY,STOP OF ONLY BY RALKIN6 BALK ONE CONSTRUCTION HALF UNIT SHALL BE STANDARD,3 COMMON NO.2,OR CONSTCTION CO14ON GRADES AND SHALL A LENGTH OFBEARING OrNOT LE9 THAN I U2 IWA25 FOR THE FLU MOTH OP THE `v CIA CLEAR MPL MIDRO LAM TJ T I SS JOIST O THE WORK. LENGTH IN EACH COURSE. TOOTHING SHALL NOT BE PERMITTED. BE SPACED NOT TO EXCEED 6'GLEAN NOR MORE THAN THE NOMINAL WONT OP THE LINTEL. SEE FRAMING RAN FOR SIZE. ■ 'r Gm COUNTER M.O. MASONRY OPENING T.OL. TOP OF aft SHEATHING BOARD. 6. PIPES IN WALLS: PARTITON5 0ONTA M�61 NIMG PUN6,HEATING,OR OTHER PIPES SHALL GNTRTP. COUNTER TOP MTD. MOUNTED T.O.M. TOP OF MA50NR1' S@S IGffi. 2. PLYWOOD SEATHIN6 IS TO 8E OWTINXIU5 OVER TWO OR MORE SPANS ND 15 TO BE BE 50 FRAMED AND THE JOISTS UNDERNEATH 50 SPACEO AS TO GIVE PROPER � M. C.O. GAGED OPEQN6 MTL. METAL TAG. TOP O SI.AB 1. SHALL WARE THAT ALL WORK 5 DONE IN A PROFESSIONAL HORK IKE MANNER BY DIVISION 5 MINIMUM 1/2'THICK AND HAVE ESP09M I AND HAVE A PANG INDEX OF 52A6. CLEARANCE FOR THE PIPING. WERE A PARTITION CMAJNIN5 SUCH PIPING RIMS C.O. CONCRETE T.O.T.G. TOP O'TOP CHORD SKILLED MECHANICS AND SEMI REPLACE ANY MATERIALS OR ITEMS DAMAGED BY METALS ALL PLYWOOD SHALL BE STRUCTURAL I AND 11 STANDARD SHEATHING,AND C-C PARAla TO THE FLOOR J01515,TE JOI5T5 UNDERNEATH SUCH PARnnONR SHALL BE C19m. CONTINDUS TO TOP O WALL SUBCONTRACTORS PE F-ORMANCE. GRADES ONLY,WITH EDGES B.GAXD OR UBLOCKED AS RECURRED FOR SPAN DOUBLED NO SPICED TO REMIT THE PASSAGE OF PAUGIN PIPES AND SHALL EE OFT. CARPET N.6. NATURAL GRADE 2. SB-CONTRACTORS AND SUPPLIERS,ARE HEREBY NOTIFIED THAT THEY ARE TO GOFER 3. EACH 5HEET O PLYWOOD SW41 B:IDENTIFIED BY A REGISTERED 5TAMP OR BRAND BRIDGED.WHERE PLU-EIN6,HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A T.V. TELEVISON MATERIALS: 4+�.r DR CURTAIN ROD N.I.G. NOT IN CONTRACT AND COOPERATE RALLY WITH EACH OTHER DURING THE COURSE OF GOM51-1-TO OF THE AJERICAN PLYWOOD ASSOCIATION. PARTITION,NK�TATN5 THE CUTTING OF THE SOLES OR PLATES,A META.TIE NOT I. STRUC7RAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO A5TM A-%. MOM. NOMINAL DETERMINE THE EXACT EXTENT AND OVERLAP O EALFI Oh�S'WORK AND TO LEY THAN 16 6ALV.656E AND I E INCHES WIDE SILL S FASTEN TO EACH PLATE 'RMm C.T. W GA536,T WINDOW UEIN ANAL 2. BOLTS, ,R0 SHALL SGRbC SHAORM T CONFORM IN A5TM NDE LGE.GRADE'A'. a: N.T.S. NOT TO SCALE S1GC55FUlY COMPLETE TFE EWLIRION O THE WORK ACROSS NO TO EACH SDE O THE OPENING WITH NOT LEY THAN SX 16D NAILS. G.T. CERAMIC,TILE U. M-E55 3. ALL SUBCONTRACTOR WORKMANSHIP WILL BE O GIUALITY TO PAY INSPEGTION5 BY 3. YELDIN6 RODS SWl GOFORM TO APO FOR INTENDED USE. 1. EIRMN2 ALL STD PARTITIONS OR HA US WITH SIDS HAVING A 'a < GILT. CULTURED, AND. ULEY.S NOTED OTHERWISE 4. ATE L FLARES SHALL ONF CONFORM TO ASTM-50 FLOOR WOOD CO \\ .�.A1 U IODN.ANJTFHORh1E5,LENDING INSnMON5,ARGFNTEGT OR BUILDER ANY ONE OR N1 HEIGHT-TO-AT-I.EAST-TNDKNF55 NATO EXC�IN6 50 SHALL HAVE BRIDGING NOT O/ OVER 5. STEEL TUBING SHALL,CONFORM TO ASTM A-500 6R B. I. PLYWOOD COMBINATION SUB-FLOOR UDERLAYMENT SIEATHIN6 CONTIN10U5 OVER TYPO OF THE ABOVE MENTIONED NEEDS INSPECTORS MAY INSPECT WORKMANSHIP A7 ANY TIME,AND LEY THAN 2 INCHES IN TIDINESS ADO THE STUB WIDTH A5 THE STUDS FITTED M d. O.A. OVERALL 6. DRYER VENT TO OVI'S1DE AIR PER MANFAGTUTlBRS SPEDIFICAnOS AND LOON. OR MORE AROMA GALL 6=MINIMUM 23l32'APA RATED STAID-I-FLOOR T/6 EXPOFAIiRE I D. DRYER OBIS, OBSCURE VVEN. VVEN�R IMMEDIATELY. Nam®TO ENANOE THE L1UN.ITY OF BUILDING WILL B_DOE JUT5DIGTONAL REWIREMENT5. WITH MINIMUM SPAN RATING OF 24'OL. SMGLY AND HALED TEtE'TO TO PROVIDE N DETIA IN 2 PORN-SUPPORT. ■ LL DEL. DOUBLE b. GUTTING AND NOTED 11 EXTERIOR YWlS AND BEARING PARTITIONS: ANY WOOD STD O.G.OR 0/G ON GETTER VERT. VERTICAL 2. 6LUE FOR FLOOR 5HEATHIN6 SMALL CONFORM TO AMERICAN PLYWOOD AYOGIATON PI DIAMETE5 FIR O.H. OVERHEAD V.6. VERTICAL GRAIN 4. EACN SIB-CCONTRAGTOR UNLESS SPECIFICALLY EXEMPTED BY THE TERMS OF HIS SPEC.��1 MAY BE CUT OR NOTICED TO S TO A NOT EXCEEDING 25 PERCENT OF ITS WIDTH. DIA. O 1 DIAMETER SUB-CONTRACT AGREEMENT,SHALL BE!RESPONSIBLE FOR CLEANING UP AND REMOVING 3. EKH SHEET O PLYWOOD SHALL B`IDENTIFIED BY A REGISTERED STAMP OR BRAND WIDTN6 OR NOTCNN6 OF STUDS I A DEPTH N6 PARTITIONS THAN 40 TIN5 PERCENT OF P5 a OP6. OPENING VB. VAPOR BARRIER FEtFORCINS STD.: (REFER TO 57R1UGTRAI EGINffiRS PUNS) WIDTH O'THE STUD IS N'EW4ITTED IN HOMBEARIN6 PARTITIONS SUPPORTING NO LOADS DIM. DIAGONAL 05A OUTSIDE AR V.P. VAPORPROOF FROM THE JOB TER ALL TRASH AND DEERS NOT LEFT T OTHER COMPLETES EACH PH RS. 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615,GRADE 40 FOR SIZES/3 AND/4 O THE AMERGNV PLYHOOD ASSOCIATION. DIM. DIMENSION BUILDER WILL DETERMINE HOW SOON AFTER SBLONiRALTOR COMPLETE EACH PHASE OTHER THAN THE WEIGHT O THE PARTITIONS. � z MR. DISPOSAL 0.5B. ORIENTED 5TRAND BOARD OF H5 WORK THAT TRASH AND D®R15 WILL B:F04OVED FROM THE SITE. AND GRADE 60 FOR SIffi 05 OR LARGER 9. J015T5 BEAMS AD 61RDER5: USE LON6F5 LENGTH,PLACE PRACTICABLE LENGT PLACE WITH III I► �..� OF. DEEP WR MASHER 2. WELDED FABRIC(M£5HU SHALL CONFORMTO THE LATEST REVISED ASTM A-064 GROWN SIDE LP.WERE MEMBERS CANTILEVER,PLACE GROWN SIDE DOWN DR DOOR PB. PUSH BUTTON YU WITH SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A-M,YIELD STRENGTH 60 KS. 10. BORED HOIFS: A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT O THE STUDDRIP. DROP B WL. WATER CLOSET STUGTIRN.EGIIffitINY 5. HELPING OF REINFORCING STEEL SHALL CONFORM TO AJ'S 012-1 U51NG LOW HYDROGEN WIDTH MAY BE BORED IN ANY WOOD STD. BORED HOLES NOT GREATER THAN 60 LLA P.G. PORTLAID GE•BIT FR/AMUN6 NPRALTILB/HORKMNSHRP: � NO. WOOD 1. REFER TO THE CURRENT cALGAAnONS FOR ANY aESnON REGARDING UMBER E ECTRODES. PERCENT O'THE HI M O THE STUD ARE PERMITTED IN NO SEARING PARTITIONS OR IN D5. DOWNSPOUT P.G. RILL CHAIN I'm WII�W GRADES,BEAM AND HEADER SIZES,FOOTING AND SEAR REOVIRFTENT5. 4. ALL BARS IN MA50WY SHALL BE LAPPED WITH A MINIMUM OF 46 BAR DIAMS.(Y-0' I. ALL MEMBERS SHALL 61 FRAMED,ANCHORED,FOR TIED AND BRAG®50 IC 7 H DEVELOP ANY WALL WERE EACH STD 15 DC.BLED,PROVIDED NOT MORE THAN TWO SUCH ��. DTL. DETAIL P.G.F. POUNDS PER CUM FOOT H.H. WATER HEATER 2. NO DEVIATIONS FROM STRUCTURAL DETAILS SFWl BE MADE WTFW THE WRITTEN THE STRENGTH AND RIGIDITY NECESSARY FOR THE FURROWS FOR WHICH THEY ARE a PA DI5WY5HBR SCE. PIECE W/O WITHOUT APFROVN.O NNE STIUGTURAL BGIN$Z APPROVAL I3Y CITY INSPECTOR DOES NOT MINIMUM AT ALL SPLICE IRIEY NOT®OTHERWISE. USED SUCCESSIVE DOUBLE STUDS ARE 50 BORED. IN NO CASE SWJ-THE EDGE OF THE OHS. DRAWING PH. PHONE AP. HEATHER PROOF 5. ALL BARE IN CONCRETE SHALL BE LAPPED A MINIMUM O=46 BAR DIAMS.(2'-0'MINIMUM) BORED HOLE BE NEARER MAN 5/6 INCH TO THE EDGE OF THE STD.BORED HOLES CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. AT ALL SPLICES UN.EY NOTED OTHERWISE. SHALL NOT BE LOCATED AT THE SANE SECTION OF THE STUD A5 A GUT OR NOTCH. Ow DRAWER PLT. PLATE AIR WARDROBE LBFJANSS A!D 6RDER4. O PLA5. RASTER WT. WEIGHT 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE 5TA66ERED 4'-0' 11. ROUGH WINDOW SILLS OVER b FEET IN LENGTH$HALL BE DOUBLED. �. SW.5 EN5WEERj 6: MINIMUM. I. THE EDC OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE 12. BIKIKIN6 TO B:PROVIDED AT A L HANDRAILS.p 'N EA. EACH PR- PAUPLYWOOD I. REFER TO THE CURRENT SOILS REPORT FOR ANY OUE TIOHS REGARDING SOIL 1. DOWEL5 FOR WALLS AND GOLURS ME SHALL BE THE SA SIZE AND 5PALIN6 AS THE 2. L THAN 3 INCHES BEARING. 15. Al BOLTS SILL BE RE-TIGHTEN EV PRIOR 70 THE APPLICATION Or SEAMING, Q ELECT. ELECTRICAL P REGAIIREMENPS.(SEE COVER SIHDT) WIALUGOUA?N REINORGI 5F P UN256MARE FOOT 2. LESS NG ALL BEAMS OR 61RDER5 SUPPORTED ON WOOD SHALL HAVE PILL BEARING AND RASTER ERG. ELEV. ELEVATIONELEVATIONIAE.E Y NOT®OTHERWISE. BEARING SHAM.BE COMPRI5M OF (I)SOLD SUPPORT OR A BUILT-UP SUPPORT EH EDGE NNLIN6 IMY.a.KA P51 POUARE INCH SA. BATH b. ALL BENDING O REINFORCING STEEL SHN1 CONFORM TO TE LATST EDITION O'THE CLNST IXTD IN AN APPROVED MANNER UNLESS OTERWSE SPECIFIED ON PLANS. P-L PARR LAM CALIFORNIA BALDING GORE. 3. PROV112E 2X4 TEMPORARY BRACING TO ALL SEAS PRO.ECTIN6 3'-O'BEYOND TEMPORARY WALL BRACING, EXEYQAL P.TD.F. PRE59M TREATED BRIM. BEDROOM DIVISION 2 FJ(H. FJ(HWYT DOU6LAS FIR �" �� BUILDING LINE TO PREVENT WAFPA6E. I. THE FRAMER IS RE.SPON✓SBLE FOR INSTALLING TEMPORARY WALL BRACING TO yyy y �' FXRERM P/G POLY VINYL CHLORIDE GO. CLOSET SITE WORK ADEQUATELY SUPPORT FRAMING DUUN6 CONSTRUCTION. THIS BRACING TO REMAIN IN XAAAA XXXXX EA EACH WAY DIN. DINING ESL DIVISION b flJDOR PLACE UNTIL 5TRUGTRAL INTEGRITY HAS BAN ACHIEVED. ENT. ENTRY I. Al IL.FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED SO (RR TO CARPENTRY L I� SUPPORTED I EXCEPT WERE JOISTS ARE SUPPORT ON A I-INCH BY 4- GHH RIBBON STRIP Date: 00-00-15 FAU FORGED AIR UNIT R. RISERRAM. FAMILY SOILS ) EFE AD NAILED TO THE ADJOINING STUD,THE ENDS OF EACH SHALL ALL HAVE NOT LEY STARWAYS.LA/DIG5.BARDr AD FWDRNLS F.D. FINISHED ME00N ROD.OR R. RADIAL/RADIUS GAR GARAGE 2. REFER TO THE CURRENT CIVIL ENGINEERS 6RADIN6 AND ROT PLANS. LUMBER 6RADEr. THAN 1 1/2 INCHES OF BEARING ON HOOD OR METAL,NOR LE5 THAN 5 INCHES ON L SHALL DOMPLY FULLY WITH CRC.SECTION R91.11 F.6. FN15H GRADE RA.5. REI RN AR 6RILLE KIT. KITCHEN 3. REFER TO THE CURRENT LANDSCAPE ARCNTEGM OWING AND GOSTRUGTION I. ALL LUMBER SHALL BE MARKED AND CONFORM CONFO WITH THE STANDARD 6RADIN6 AND MASONRY. 2. REQUIRED HADRNL5 AT 5TARNAY5 SILL BE COHTINOU5 THE FILL LENGTH OF THE REVISIONS F.6. FIXED 6LA55 REGPT. RECEPTACLE W' LAUNDRY DOCUMENTS DRESSING RIA EIS PIS.20-10 OF THE HESTCOAST LIMBER INSPECTION BUREAU. 2. BLOCKING: JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH 5TAR5 AND MAY BE INTERRUPTED ONLY AT A LADING AS DEPU�IN GAL.R511.1.12 P.6. FILL GAS REF. REFERENCELIB. LIBRARY 4. ALL FINISH 6RADE5 TO DRAIN AWAY FROM TIE BUILDIN6. 2. STUDS,JOISTS,RAFTERS,FOUNDATION PLATES,OR SILL,PLAWJN6 2 INCHES OR MORE IN SUPPORT BY SOLID B!"A S EXCEPT WERE THE ENDS OF JOISTS ARE NAILED TO A AND F51.1.15. FIN. FINISH REFER. T� LIN. LINEN DEPTH,BEAMS,STRINGERS POSH,STRUCTURAL SEATHINS AND SIMILAR HEADER BAND OR RIM JO5T OR TO AN ADJOINING 5TD OR BY OTHER APPROVED FINJPLR FINISH FLOOR REINF. RENFORCIN6 LTV. LIVING LOAD-BEARING MEMBERS SHALL BE OP AT LEAST THE MINIMUM GRADE 5E FORTH IN THE ME-A 5.SOLID BL.000IN&SILL BE NOT LESS THAN 2 DIVES NOMINAL IN TH16KNE55 AND F .ICINF .. F.J. FLOOR J015T RE/5 RE-5AWN MBA. MASTER BATH CALIFORNIA BALDING GORE,APPLICABLE®IRO{THE STRUCTRAL MAHER5 THE PILL DEPTH OF JOIST. L IN COMBUSTIBLE CONSTRUCTION,FIREBLOGKI1,16 SHALL BE PROVIDED TO GUT OFF ALL FL. RUSH REGID REWIRED MBR MASTER BEDROOM CA OLLATIO5 ND PLANS. 5. NOTICES AND HOLES: NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 OP THE CONGEALED DRAFT OPEINY(BOTH VERTICAL AND HORIZONTAL)NO GALL FORM AN FLUOR FLW�SGENT REV. REVERSE MDR MASTER DRE551% 5. ALL EXPOSED BEAMS 4X OR LARGER ARE TO BE FONG. J015T DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCE5 OF THE TOP OR OVY�ION S EFFEGTVE FIRE BARRIER BETPM FLOORS,BETWEEN A TOP STORY AND A ROOF OR FML. FLOOR MATERIAL GRANGE REV. ROOFJOIREVISE PAR PANTRY 4. Sffi NICHED AND REF73tENGED PRE NOMINAL Sffi. SEE PLANS FOR NET SZE WEN BOTTOM O THE J015T,NO THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED IM ATnC SPACE.(CRL.FWII1) PR FIELD NAILING R.J. ROOF JOIST FOR POWDER ROOM CONCRETE `.SPECIFIED. TE DEPTH O TE JOIST. NOTICES IN THE TOP OR BOTTOM OF JOISTS� L NOT 2. THE INTEGRITY O Al FIRDLOC.K5 SHALL BE MAINTAINED. FND. FOUNDATION RND' ROUND RTR RETREAT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 0 O THE SPAN. F.O.C. FACE O CURB RO-IN ROUGFI-IN SEER SERVICE KATMAL:1 GLUED LAMINATED UREER, 4. 4Ak.�JOISTS RRAMIN6 FROM OPPOSITE SIDES OF A BEAM,61RDER OR PARTITION FDNL. FREE OF HEART CENTERS R.O. RU OPEN SH ING 5TO. STORAGE I. GONGRETE STOOPS TO BE MACHINE MIXED AND PLACID IN ACCORDANCE WITH C.B.C. D Or. 1. FABRICATION A HANDLING 6U1-LAM BEAMS SWILL BE PER N51/AITC AG A 140.1. SHALL BE LAPPED AT LEAST 4 ES OR THE OPPOSING JOISTS SHALL BE TIED LOCATIONS, RO/S RCGH.SANK WR NARPRO13E SECTION M06J. CONCRETE TO MACH A 5TREN6TH OF2500 F.S.I.MINIMUM IN 26 DAY5. STANDARD BEAMS TO BEAR LEGIBLE APA-ENS OR NTG GRADE 5TAMP. AN APA-E'S TOGETHER IN AN APPROVED MANNER FDM. FACE OF MAaORT' I. FIREB OGKIN6 SHALL BE PROVIDED IN HOODfRAE CONSTRUCTION IN THE FOLLOWING FD5. FACE OF STUDS R.R. ROOF RAFTER WIL WICK-IN CL05ET REFER TO 5TRUGTIRAL ENGINEERS PLANS,SPECIFICATIONS AV CALCULATIONS FOR ALL GRAN AITG GBZTFICATE OF Cgf9RMANGE FOR 61.13-LM9NATED MEMBERS SHOULD BE S. FRAMING ANCHORS: JOISTS FRAMN6 INTO THE SIDE OF A WOOD GIRDER OR PARTITION RIND. REDWOOD OTHER STRUCTURAL CONCRETE RKQIIREFEM5. SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION AND 6LUEHJMIATED SHALL BE SUPORTED BY FRAMN6 ANCHORS. LOCATOS:(GILL.R3o2.lU FRDR FRENCH DOOR MEN SHALL BE 24F-V4,DF/OF WITH 5TAROOFARD CAMBER ON ROOF BEAMS EXCEPT 6. FRAMING AROUND OPENMY: TRI!l AND HEADER JOISTS AROUND FRAMED ARO I.I. IN CONGEALED SPACES OF 5TD PARTITIONS, WALLS AND PARTITIO ,INCLUDING FURRED FT6. FOOTING CODE ABBREVIATIONS CONSTRUCTION CANTILEVER END N.NAJ. ALL CANTILEVER ENDS AND FLOOR BEAMS SMALL HAVE ZERO OPENINGS SHALL fE DOUBLED,OR O LUMBER O KQAVNBNT CROP SECTION,WHEN THE SPACES ND PARAI.LB.ROWS OF 5110E OR STAGGERED SIDS,SU FOLLOWS: I. TOP O GONGRETE SLABS TO BE MINIMUM&'ABOVE FINISH GRADE. CAMBER UNA ALL BEAMS SAL BE FABRICATED UNN6 WATERPROOF 6LUE. SPAN O THE HEADER EXCEEDS 4 FEET. THE ENDS OF HEADER JOISTS MORE MAN b A VERTICALLY AT THE CEILING AND FLOOR LEVELS. 6A 6A.15E GBL. GALIFORNIA B11LON6 CODE 2 REIFORLING BARS SHALL CONFORM TO ASTM A415-40 AND APPLICABLE G.B.C. 2. ALL SLUED LAMINATED MEMBERS B S W :DOUGLAS FIRO G NNATION 24F WITH FEET LONG SHALL BE SUPPORTED BY FRAMING ANCHORS OR JOIST HANGERS UNLESS, B.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 6A.V. GALVANIZED CRC. GN.IFORNIA RE510WAL CODE STANDARDS. REFER TO STRUCTURAL EN6I DRAWN65. WATERPROOF REARLINAL OR R$OLRE50RLMAL 6LUE CONORMN6 TO FEDERAL BEARING ON A BEAM,PARTITION OR HALL.TAIL JOISTS OVER 12 FEET LONG SHALL BE 12. AT ALL INTERCONNECTIONS,BETWEEN CONGEALED VERTICAL AND HORIZONTN- 6B. GYPSUM BOARD GAL. CALIFORNIA MECHANICAL CODE 3. SILL PASTERN&: NEIFY WITH STRUCTURAL ENGINEERS DRAVIN65) SPECIFICATION MIL-A-3M-B. GORE LAMINATIONS MAY EE HEM FIR U15E 24F-V4. SUPPORTED AT HEADER BY FRAMING ANCHORS. SPACES SUCH AS CCCIR AT SOFFITS,DROP CEILINGS AD COVE CEILINSS. O.D. GARBAGE DISPOSAL GPL. CALIFORNIA PLUMBING CODE EXTERIOR NOR-BEARIN6 AND EXTERIOR BEARING WALLS 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN CONFORMANCE 1. SUPPORTING BEARING PARTITIONS: BEARING PARTITIONS PERPENDICULAR TO JOISTS 15. IN CONGEALED SPACES BETWEEN STAIR STRINSERS AT THE TOP AND BOTTOM OF 6DD. GARAGE DOOR OPERATOR GEL. CALIFORNIA ELECTRICAL CODE 5/b'DIAMETER XIO'ANCHOR BOLTS HIM 3'X9'X22R'MILK PLATE Kk 5,T WITH THE STANDARD APPEARANCE GRADES O THE AI.TL.4. A CERTIFICATE OF SILL NOT BE OFFSET FROM THE SUPPORTING GIRDERS,HALLS OR PARTITIONS MORE THE RUL BOLOS®`'.SPACES UNDER STAIRS SHALL COMPLY WITH SECTION GRG. 6F.1. 6ROUNDfA4LT GIRGUIT- I.GL. INTERNATIONAL CODE INTO CONCRETE 5PACED NOT MORE MAN"'APART THERE SHALL BE A INSPECTON FOR EACH 6LU-LAM BEAM FROM AN APPROVED TESTING AGENCY SHALL BE StmoNTIG GARDENS,WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH. JOISTS R.O'2.1. INTERRUPTER CONFERENCE MINIMUM O TWO 5OLT5 PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING DEPARTMENT AND BY THE UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. 1.4. AT O'ENINY AROUND VENTS,PIPES,DUCTS,GABLES AND WIRES AT CEILING AND 6.1. 6A-VARZED IRON INCHES OR LEY THAN 9 12 INCHES FROM EACH DO OF THE PIECE UNLE55 ENGINEER PRIOR TO ERECTION. MOOR LEVEL,HIM AN APPROVED MATERIAL TO RE.515T THE FREE PASSAGE OF 6L. GLASS OTHERWISE NOTED ON PLANS OR 5TTUGTRAL ENGINEERS CALCULATIONS. FLAME NO PRODUCTS O COMBUSTION.THE MATERIAL FILLING THIS ANNULAR SM. GRADE INTERIOR BEAWN6 HALLS: PROTECTOR AMN5T DECAY AD TENDTE5A SPACE SILL NOT BE REQUIRED TO MDT THE ASTM E 1%RHQAREME TS. G . GROW APPROVED 5/6'DIAMETER SHOT PINS WITH 2'DIAMETER CADMIUM WAGERS,4'-O' 1. PROTECTION Or AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED 15. AT CARETS ALL SPACES BETWEEN GHIMEYS AND F'LOOR$AND CEILINGS AO GYP. GYPSUM 0/6 MA%IM)M,6-MOM CORNERS Nb 5FUGE5 UNLESS OTHERWISE NOTED ON IN THE FOL OWNS LOCATIONS BY THE USE OF NATRALLY DURABLE WOOD OR WOOD THROUGH WICK CHIM EY5 PAY SHALL BE FIR®IAGKED WITH NONGOEI15TIB.E 6LB. 6LUD-LAMINATED BEAM PLANS OR STRUCTURAL ENGINEERS GALGLLATIONS. THAT 15 FRE5BRVATIVE-TREATED IN ACCORDANCE NTH AW A A FOR THE SPECIES, BETWEEN CHIMNEYS AND HOOD IN RACE.THE FR®LOGKM6HA SPADES O.T. 61ROM TRU155 INTERIOR NON-BEARM6 HALLS: PRODUCT,PRESERVATIVE AND END USE.(GRG.Ran AND FW) BETWEEN GIMIEYS AND HOOD JOISTS BEAMS Oft HEADERSOR MET L A �p�eHomes APPROVED SOT PINS WITH CADMIUM WAGERS,D O O/C INS OR STRUCTURAL b'FROM I.I. WOOD JOISTS WO D BOTTOM O CLOSER ER THAN 12 FLOORS THE CLOSER THAN SELF-S.FPORTIIG OR EE PLACED ON sM1Ps of MEDAL OR META.LATH uD CORNERS AND SPLICES UNLESS OTHERWISE NOTED ON PLANS OR 5TRH1DTIRN. lb INCHES,OR WOOD 61RDE5 WB!GD5ER THAN IZ IMIHFS TO THE EXPOSED ALRO`.fi THE SPACES BETWEEN GOMEI/-nBLE MATERIAL ND 71E GAMEY. EN51HEtS CALCULATIONS. GROUND N GRAN SPACES OR UEXGAVATD AREA LOCATED WITHIN THE Ib. FACTORY-BUILT CNMEY5 AND FIREPLACES SHALL BE PIRDLOCCED PER U.103 4. UALE55 OTHERWISE NOTED OR SOWN ON PLAN5,THE MINIMUM CLEAR DISTANCE OF THE PERIPHERY OF THE BALDING FOUNDATION. AND A.121. SYMBOLS REINFORCEMENT TO THE RAGE O THE CONCRETE SAL B:: 12. ALL MOM FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIORI.J. FIREBLOGKIN5 O CONDUCES O A TWO-FAMILY DWELLING 5 REQUIRED AT THE A.5LA13 ON GRADE...............AT CENTER FOUNDATION WALLS AND ARE LEY MAN b INCHES FROM THE EM-05M GROUND. uNE OF DWELLING UIT SEPARATION. B.CONCRETE AGAINST FARM: I3. SLL5 AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 6 IN DIRECT 1250 CORONA POINTE COURT FORMED.....................2- CONTACT WITH THE 6RO IV UNLESS SEPARATED FROM SUCH SIB BY AN F6EELDMW MATE IA.4% SUITE 600 WITHOUT FORM ........ .. ... 3' IMPERVIOUS MOISTURE BARRIER I. FIREELOCKIN&SHALL COWT OP THE FOLLOWN6;NJERIAL5,(GAG.115=10 CORONA,CA 92879 I.I. TWO-INGHH NOMINAL LLFEBR 5. FC SUPERSEDED (HIDAN AND L DEPTHS)AND REINFORCING A5 SOWN I PLANS ARE 1.4. THE ENDS of GIRDERS ENTERING O TERROR MASONRY N TOPS,50M AND EN CONCRETE WALLS RAVING 12. TWO THICKNESSES O'I-INCH NOMINAL I""l�MV,0M�JDINIS. PH:(951)428.4400 o � SIPERSUDED BY ANY LOCAL CODES O2 ORDINANCES WHICH RFLURE INCREASES O THE CLEARANCES UESS THAN I5. ,SFATANGI/2 INCH NO WALL FRAMING ON THE EXTERIOR O A BUILDING 13. ONE TIGRESswF Yom STRLCI(RALPSNBS_� o SAW. HAVING A CLEARANCE OP LEY THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 BY 25/32-IWHI to = HOOD OR METAL STUD PULL (IN PLAN). b. ALL LOAD BEARING FOOTIHIY GALL BE TO LEVEL UNDISTURBED 501E TO OFPiH SOWN .- u ON DRAW 56 NO SHALL CONFORM WITH THE SOILS REPORT. REPORT ATTKH INCHES ED AS IN MEASURED VERTICALLY FROM CONCRETE 5TEP5,PORCH SLABS,PATIO IA. ONE THI.KNE3$,OF 3/4-II�.IIAARTGLEEOARp YIIUMP.t7g1('8.phpm'{�C�INCN MM WOOD OR STD D5UL WALL.THEW&OR SOU INATD. PART OF PLAINS. S . SLAM AND MLAR HORIZONTAL SURFACES EXPOSED TO HEATER FARnCL®OARD: :. AURA '�. BRICK OR CONCRETE BLOCK WALL OR VENEER. EMBEDDED PIPES MAY PAY TROUGH STRUCTURAL CONCRETE IN SLEEVES,BUT SHALL NOT BE Ib. WOOD STRUCTURAL MEMBERS SUPPORTING MOWURE-RiAEABLE FLOORS OR 15 NE CH. O -HALF-IN BYP 111Ia0ARD. ..;. EMBEDDED THEREIN.PIPES OR DUCTS EXCEEDING ONE-THRD TE SLAB OR HALL ROOF`THAT ARE EXPOSED TO HEATER,SUCH AS CONCRETE OR MASONRY SLABS, Ib. OME4IMTER-MCI 8A6®MILLBOARD....- PRE-CAST OR N OARED-INfL AGE CONCRETE WALL. THICKNESS SHALL NOT BE PLACED IN THE STIRICnRAL CONCRETE UNLESS SPECIFICALLY UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERV M MOISTURE I.I. BATT5 OR BLACM 0,MRVM YOM OR 6LA4s.FIBER,OR CTIE R APPROVED AT CANYON HILLS PA-2D DETAILED BARRIER MATERIALS INSTALLED IN SUCH A MAKER AS TO BE'5EGUfELY RETAINED IN ® HOOD,FIN15R 5/6' OR LARGER SCALE DETAIL. D. DO NOT PLACE CONCRETE UNTIL ALL REINFORCEMENT,CONDUIT OUTLET BOXES,ANCHORS, I.I. FIED-CUT ENDS,NOTGFES AND DRILLED HOLES OF PRESERVATIVE-TREATED HOOD PLACE ® WOOD,ROIEHH,CONTINUOUS M@EE;3/D' OR L/JRGBt SCALE DETAIL. HANGEt5,SLEEVES,BOLTS OR OTHER EMBEDDED MATERIALS AND ITEMS ARE SECURELY GALL BE TREATED IN THE FIELD IN AGC,ORDANOE WM AWPA 44. IA rA U iA rsc INSULATION INSTALL®A5 TESTED FOR THE SPECIFIC,APPLICATION. GENERAL AND PROPERLY ROADBED IN THEIR PROPER PLACES AND POSITION. SUB-CONTRACTOR ID. ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE IN DIRECT IA- BATT5 OR B AKET5 OF MINERAL OR GLASS FIBER OR OTHER APPROVED © NOW ROUGH,NONGONTINROUS MEMBER 3/8' OR LARGER SCALE DETAIL. SHALL VERIFY INSTALLATION OF HOLD-DOWN AND ANCHOR BOLTS,STRAPS AND OTHER CONTACT HITH THE GROW OR EMBEDDED IN CONCRETE EXPOSED TO THE HEATER NOWF SID MATERIALS SHALL BE PERMTTED FOR COMPLIANCE WITH THE IO-FOOT NOTES ' MNERAL WOOL OR FIBER6LIH5 BATT INSIMnON. ANCHORAGE MATERIAL AND ITEMS PRIOR TO PLACEMENT Of CONCRETE. THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR NMAN OCCUPANCY SHALL M046 HIM)HORIZONTAL FIREBDCKIN6 IN WALLS CONSTRUCTED USING PARALLEL_ 4. POST-n351ON SLABS,IF APPLICABLE: BE APPROVED PRE5SURE-PRE51ERVATVE-TREATD HOOD SUITABLE FOR GROUND ROWS O 5TD5 OR STAGGERED STUDS. DIFEIMITIAL IN FLOOR LEVELS OR FINISH SURFACE POST-TENSION LOADS FROM STRUCTURE ABOVE 70 BE SUPPLIED TO POST-TENSION CONTACT USE,EXCEPT UNTREATED HOOD MAY EE USED WERE ENTIRELY BELOW I.O.UFAGED FI6ER6LA55 BATT INSULATION USED AS FIREBLOGKIN6 SHALL FILL THE ENGINEER PRIOR TO POST-TEHION VM16N GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER ENTIRE GROSS SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT O IG INCHES (2013 CALIFORNIA CODES) ANCHOR BOLTS AND OTHER WARDWARE TO BE SOWN ON P05T-TE5ON RAMS TO IA. WOOD COUNTS SHALL APPROVED HOOD OF NATURAL DECAY RESISTANCE OR MEASURED VERTICALLY.WEN PIPN6,CONDUIT OR SIMILAR OBSTRUCTIONS ARE AVOID MIS-LOGATON O HARDWARE,NO POSSBLE FEW FIXES,RICH MAY CUT APPROVED FRE56U1RE-PRESERVATNE-7REATFD MOOD. ENCOUNTERED,TIE INSULATION 94ALL BE PACKED TIGHTLY AROUND THE TENDONS. EXLEPTIONH: OBSTRUCTION. 1.000M EXPOSED TO THE HEATER OR IN BASEMENTS WHEN SUPPORTED BY 1.11. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOGK UN1255 CONCRETE PIERS OR METAL PEDESTALS PROJEGnNS I INCH ABOVE A CONCRETE SPECIFICALLY TESTED IN THE FORM AND HARM INTENDED FOR USE TO + FLOOR OR 6 INCHES ABOVE EXPOSED EARTH AND THE EARTH 5 COVERED BY AN DEMONSTRATE ITS ABILITY TO REMAIN IN BALE NO TO RETARD THE SPREAD OF G -1 APPROVED IMPERVIOUS MOISTURE BARRIER FIRE AND HOT 6AS E. E 2. LOCUMS IN ETEH.05ED DRAW-SPACES OR LNEXGAVATED AREAS UPDATED JOB NUMBER: 023-15015 WITHIN TIE PERIPHERY OF THE BUILDING WEN SUPPORTED BY CONCRETE PIER OR AG COPYRIGHT METAL PEDESTAL AT A HE16M MORE THAN b INCHES FROM EXPOSED EARTH AND ©20 THE EARTH IS COVERED BY AN IMPERVIOUS M015TLRE BARRIER BASSENIAN LAGONI ARCHITECTS GENERAL NOTES (2013 CALIFORNIA CODES) * b/, DIVISION 6 DIVISION 6 DNIFiION b DNISIQN 9 DIYI510N 5 DIVIPAON I6 ,, ..,-SKi by CARPENTRY (CON INL�) 3 MOISTURE PRO cTl N(cotrmw) DOORS 8 WINDOWS (CONTINUED) FINISHES r GGNTNAD) MECHANICAL I CAL AND PLUMBING (c0NT1wED) ELECTRICAL I CAL (comTHLED) ' I - I DRAFTSTOPPNNG: INSWATION (SEE ENERGY COMPLIANCE SHEET FOR CA SNe:6Y TTE 24 REMA IM M E TS) WINDOWS AND DOORS: BASE FOR TV_- VERTICAL CLEARANCE ABOVE COOCTOP: SMOKE ALAR?'l 1 a"'.� =I Ill o - I. IN COMBUSTIBLE COtLSSTRUCTIOR DRAFTSTOMII6 SHALL BE ULSTA.M TO 51,�DIVIDE I. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE MUST BE CALUED,SEALED,OR I. SEE FLOOR PLAS FOR SIZE AND TYPE.COLOR SHALL BE AS APPROVED BY I. CEMENT,FIBER-CCBMEfT OR GLASS MAY GYPSUM BACKEF5 IN COMPUANCE WITH ASTM C I. HC16EHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL CLEARANCE ABOVE THE I. ALL SMOKE ALARMS SHALL BE L15TED AND LAMM IN ACCORDANCE WITH UL 211 AND FLOM-CEILIN6 AND ATTIC SPACES.(GAL.R70= YEATIERSTRIPPEV: ARC.HITEGT. II7b,6 12H6 OR G 1525 AID INSTALLED IN ACCCORDANCE NTH MANUFACTURER COOK TOP OF NOT LESS THAN 30 INCHES TO COMBUSTIBLE MATERIAL OR METAL INSTALLED IN ACCORDANCE NTH THE PROVISIONS OF THE CURRENT GAL.AND THE AY. '11 1• _ 2. THE INTEGRITY OF ALL DRAMTOP5 SHAD-BE MAINTAINED. -EXTERIOR JOINTS AROUND WINDOW AND DOOR MAWS,BETYEBI WALL PME.5, 2. ALUMINUM SURFACES TO EE PLACED IN CONTACT NTH HOOD,CONCRETE OR MASONRY R5,OMMENCATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND 5HOYER CABINET.A MINIMUM CLEARANCE OF 24 INCHES 15 PERMITTED WERE ONE OF THE HOUSEHOLD FIRE WAWUN6 EpI"Or PROVISIONS OF IFPA 72.SYSTEMS AND - _ - HALL SOLE PLATEIS AND FLOORS; CONSTRUCTION,EXC47T WERE TIE ALUMINUM 5 TO BE EMBEDDED IN CONCRETE, AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. FOLLOWNS 15 INSTALLED: GML.416J2. COMb1ET5 SHALL BE CALIFORNIA STATE PF5 MARSHAL LISTED AND APPROVED IN ORAFTSTOPPING IDLATONFi. -GET ENN65 FOR P1.00146,ELECTRICAL AND GAB LINES IN EXTERIOR AND INTERIOR SHALL BE GIVE!A HEAVY COAT OF AN ALKALI-RE5I5TANT 9111MINCM FNNT BEFORE 2 WATER-RE55TANT GYPSUM BACKING,BOA FO SHALLBE USED AS A BASE FOR TILE IN I.I. THE UNDERSIDE OF THE COMBUSTIBLE MATERIAL OR METAL CABINET ABOVE of ACCORDANCEWITH CALIFORNIA GORE OF REGULATIONS,TITLE MI.DM510N I FOR THE I. DRAPTSTOMNG SHALL BE INSTALLED IN COMBUSTIBLE CCON6MUGTON IN THE FOLLOWN6 RWL-1-P`�CEILING'. R FLOORS; INSTALLATION THE BITUMINOUS PAINT LENT SHALL MEET THE RHiNR@8775 OF UNITED WATER aO5ET COMPARTMENT WALLS WHEN I STALIM IN ACCORDANCE NTH 6A-216 COOKTOP 15 PROTECTED NTH NOT LESS THAN 114 INCH I ALATNG MLLBOARD PURPOSE FOR WHICH TINY AM 115TALLED.GAL.R341. LOCATIOS: -OPENINGS IN THE ATTIC FLOOR(SUCH AS WE INTERIOR ¢E CEILING PANELS FEET INTR AND 5TATE5 MILITARY SPECIFICATION MIL-P-6W.THE PAINT SHALL BE APPLIED AS 1T 15 OR A5TM G b40 AND MANIFACTUE MR RECO IMATION5. COVERED WITH SHEET METAL NOT LESS THAN T DI22 INCH THICK. 2. SMOKE ALA4045 SHALL BE INSTALLED IN THE FOLLOWING,LOCATIONS:GAG.5M3 WERE I.I. WE THERE IS USABLE SPACE BOTH ABOVE AD BELOW THE CONCEALED EXTERIOR WALLS AND MASONRY FIRE I-ACES); RECEIVED FROM THE MANUFACTURER WITHOUT THE ADDITION OF ANY THINNER 3. REGNANT GYPSUM WALLBOARD 15 PERMITTED UNDER TILE OR HALL PEELS IN OTHER 12. A METAL VENTILATING,HOOD OF SHEET METAL NOT LESS THAN DI22 INCH THICK 21 IN EACH 5LEEPINS ROOM. SPACE OF A FIAOR/GEILIN6 A551EMLY.ORAPTSTOPS SHALL BE INSTALLED 50 -AND ALL OTTER SUCH OPENING IN THE BUILDING ENVELOPE. 3. ALUMINUM SURFACES TO BE EMBEDDED IN CONCRETE ORDINARILY NEED NOT BE HULL AND CEILING,AREAS WEN INSTALLED IN ACCORDANCE PITH 6A-216 OR ASTM 15 INSTALLED ABOVE THE CIXKTOP WITH A CLEARANCE OF NOT LE55 THAN 1/4 22.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED WOO 5WARE ALTERNATIVE APPROVED TECH NIOLES MAY BE USED TO MEET THE STANDARD PAINTED LN ESS CORROSIVE COMPONENTS ARE ADDED TO THE CONCRETE 15 C640. INCH BETWEEN THE HOOD AND THE WERSIDE OF THE COMBUSTIBLE MATERIAL BEDROOMS. FEET.DRAFTSTOPPING SHALL MADE THE CONGFILED SPACE INTO CALLKING REQUIREMENTS FOR EXTERIOR HALLS,INGLUDINS BUT NOT LIMITED TO, `�-TED FOR EXTENDED PERIODS TO EXTREMELY CORROSIVE CONDITIONS. IN SUCH 4. WATER-NTSISTANT GYP.A.M BACCKINS BOARD SHALL NOT BE U5®IN THE FOLLOWING, OR METAL GABI ET,AND THE HOOD 15 AS WIDE AS THE APPLIANCE AHD 15 23.ON EACH ADDITIONAL STORY OF THE ONE LIN6,INCLUDING BASeem AND APPROXIMATELY EQUAL AREAS. CONTINUOS STUCCO,CAULKIN61 OR TAPING OF ALL JOINTS BETWEEN WALL CASES,ALUMINUM SURFACES SHALL BE SVE N ONE COAT OF SUITABLE QUALITY PLANT, LOCATIONS: CENTERED OVER THE APPLIANCE. HABITABLE ATTICS BUT NOT INCLUDING,CRAW.SPACES AND UNINHABITABLE SUCH AS ZINC CHROMATE PRIMER CONFORMING TO FEDERAL SPECFICATION TT-P-645 A OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS 1.5. A LISTED COOKING APPLIANCE OR MICROWAVE OVER INSTALLED OVER A LISTED ATTICS.IN OW311N55 OR DYELLIN6 LNIT5 NTH SPLIT LEVELS AND WITHOUT AN ■ � 12. WERE A FL A CEILIILOK ASSEMBLY L ENCLOSED BY A BOOR MEMBRANE PW R161D HALL I(E6,INSULATION. BETWEEN SLATS IN WOOD SLAT WALLS),BUILDING WRAPS,OR 1�/� ABOVE NO A CEILING MEMBRANE ERaOWI ORAFT5TOPPNG SHALL BE PROVIDED RI61D WALL INSULATION OR EQAVALENT,OR SHALL BE WRAN''PED PITH A SUITABLE PLASTIC TAPE APPLIED IN B.WERE 118E WILL BE DIRECT EXPOSURE TO WATER OR IN AREAS SUBJECT TO COOKING APPLIANCE SHALL BE IN ACCORDANCE WM THE TERMS aF TIE UPPER INTERVENING DOOR BETWEEN TIE ADJACENT LEVELS,A SMOKE ALARM INSTALL IN FLOOR/CEILING ASSEMBLY UNDER THE FO LOWN6 CIRCUMSTANCES: 2. EUILDER AND INSULATION INSTALLER ARE TO PROVIDE A CERTIFICATE OF INSULATION SUCH A MAKER AS TO PROVIDE ADEQUATE PROTECTION AT THE OVERLAP CONTINUOUS HIGH HUMIDITY. APPLIANCE AND MANUFACTURERS INSTALLATION INSTRUCTIONS. ON THE UPPER LEVEL SHALL 5UFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED IJ.1. CEILING 5 SUSPENDED UNDER THE FLOOR FRAMING. AND POST IN THE EULDING IN A CONSPICUOUS LOCATION G.ON CBILINGS HERB FRAHE SPACING EXCEEDS 12 INCHES OL.FOR 1/2 INCH THICK THAT THE LOWER LEVEL 5 LESS THAN ONE FUL STORY BELOW THE UPPER LEVEL. 1.12.FLOOR FRAMING 15 CCSTIUCTIED OF T1a155-TYPE OPBR-YEB OR 3. SEE PLANS FOR PARTY WALL CONDITIONS. SARA6E-DOORS, HMTEt-RESSTANT GYPSUM BACION6 BOARD AND MORE THAN W INCHES OL.FOR 3. INSTALLATION OF SMOKE ALARM AND SMOKE DETECTORS SHALL COMPLY NTH THE �� - - I. SPRING MUST BE CONTAINED WITH A RESTRAINT DEVICE TO ANCHOR THE SPRING OR ANY 5/6 INCH THICK MATER-REEWTANT 6Y-AM BALKING,BOARD. FOLLOWING,SPECIFIC LOCATION RBWREFEN 5: C)C.TDM3.4. = MEMBERS.PEFRfORATED DM PART THEREOF IN TIE EVENT IT FRACTURES. SON W 3.1. SHALL NOT BE LOCATED WERE AMBIENT CONDITIONS,INCLUDING H.HIDITY AND IllLL 2.EXTERIOR HALL C47VVUNSS, ALL GARAGE DOOR OPB4 RS REWIRE THE INCLUSION OF A PHOTO-ELECTRIC,SENSOR. ELECTRICAL TEMPERATURE,NE OUTSIDE TIE LIMITS SPECIFIED BY THE MANUFACTURERS DRAFTSICIONG MATERIALS: 1. WEATHER RESISTIVE BARRIER PROVIDE ONE 0)LAYER 60 MINUTE 6RADE D'PAPER EDGE 5E OR,OR SOME OTHER SIMILAR DEVICE FOR REMOTE OPERATION LAM ANO P4ASTERR PUBLISHED INSTRUCTIONS. cm #-- I. DRAFTSTOPPIN6 SHALL NOT BE LESS THAN THE FOLLOWING:(CURL.R3O2J20 MINIMUM AM ALL EXTERIOR FINISHES. (PROVIDE(2)LAYERS OVER WOOD BALE I. ALL LATH AND PLASTER SHALL C4NFOR4 TO LOCAL CODES AND GAL.RIMb, hM7ERU15: 32.SHALL NOT BE LOCATED WITHIN UFINSHED ATTICS OR GARAGES OR IN OTFeR I.I. 1/2-INCH GYPSUM BOARD. SIf.ATHIN6 BEHIND EXTERIOR PLASTER,). fA.AA55 AND GLAZING: (SAFETY GLAZING) APPLICABLE EDITION,STATE AND LOCAL COLTS AND RECAUIRE4MENTS. I. ALL MATERIALS USED FOR WIRING SHALL CONFORM TO TIE APPLICABLE EDITION OF THE SPACES WERE TEMPERATURES CAN FALL BELOW 40F WC)OR EXCEED LOOP -co 12. ADEQUATELY MOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS 2. ALL APPLICABLE MATERIALS:SHALL LOCAL TO TIE REAAR3MEfT5 OF LPL.GFPTR 71 6LAZING INSTALLED IN HAZARDOUS LOCATIONS,SUB.ECT TO MIMAN IMPACT SHALL COMPLY 2. COLOR AND FINISH TO BE APPROVED BY ARGNTECT AND/OR OW E R CAUFOFNA ELECTRICAL GORE. (3HL), �E ADECUASHAL BE INSTAL DSHA EDITION,STATE AND LOCAL GOOFS. J ■ y: 2. DWPSTOPPN6 SHALL�INSTALL®PARALLEL TO THE FLOOR FRAMING FEMBE25 3. WOOD SAJCCS AND SFIIHGl.CS:SHALL CONFORM TO CSSB GRADING,RUES FOR WOOD WITH LJRL.R70D.4,(SAFETY GLASS).THE PCLOYUN6 ARE CONSIDERED A5 HAZARDOUS 33.WERE THE MOUNTING SURFACE COULD BEGONE CONSIDERABLY WMME2 OR m LOCATIONS FOR THE PURPOSE OF GLAZING. RC-ryAWU AND ROUGHS"LUk= W01404H RP: COOLER THAN THE ROOM,9XM AS A POORLY INSULATED CEILING B80W AN H- ULESS OTIERWSE APPROVED BY THE B1ILDIN6 OFFICIAL. SHAKES AD SMWA.ES AND PER GAL.R1055. 1:�.'} 4. WOOD AND HARDBOARD PANEL SIDING:SHALL BE INSTALLED PER GAL.R70531. I. GLAZING IN N1 FIXED AND OPERABLE PANELS OF SVINFHN6,SLIDING AND ENFOLD I. ALL ISAP AND D B WN NTRACTES TO RECEIVE PRIME AND PANE.COLOR AND I. ALL WORK SEAL IE IN ACCORDANCE NTH NJ.CODES,RAPS AD OF THE SERA OF DETESTED ATTIC OR AN EXTERIOR WALL,SMCM�ALARMS AND SMOKE 5. WOOD AHD HARDBOARD HORIZONTAL LAP SIDING:SHALL BE INSTALLED IN DOORS' ALLFINISH TO BE APPROVED BY HEATHER T BE P POWER AM TELEPHONE AND SHALL COMPLY WITH THE REQAREHEtir OF THE SERVING SHALLDETEC E I SHALL BE MOUNTED ON AN INSIDE WALL. - ATTIC,VIENTILATIOIR ACCORDANCE WITH THE MANFACTURE RS,RECOMEDATIONS,WERE THERE An NONE 2. GLAZING IN AN VERTICAL FEED OR OPERABLE POE-ADJACENT TO A DOOR HERE 2. ALL WOOD EXPOS.RED TO YEA7FE!TO BE PRIMED PRIOR TO ASSEMBLY. PQ'ER AND TB-EFIHOIE COMPANY. 3.4.SHALL NE INSTALLED A MINIMUM OF 20 FEET HORIZONTAL DISTANCE FROM A •I+ I. ENCLO°.ED ATTICS AD ENCLOSED RAFTER SPACES WERE CEILIN55 ARM APPLIED INSTALL PER GAL.RD332. THE TICAL E VERTICAL EDGE IN THE GLAZING IS IONWITHIN A HERB ARC OF EITHER INSTALLATION INSTALLED COOKING APPLIANCE, ALAjE. = o DIRECTLY TO THE L DER51DE OF THE ROOF RAPTE5 SHALL HAVE CRO55 VENTILATION 6. VINYL SIDING:SHALL BE CERTIFIED AND LABELLED AS CONFORMING TO THE VERTICAL EDGE OF THE DOOR IN A CLOSED PORTION ND WEE TIE BOTTOM INSTALLATION, 35.INSTALLATION HEAR BATIRLOMB.SMOKE ACORNS GALL N INSTALL®NOT LESS ,n FOR EACH SEPARATE SPACE BY VENTLATIO6 OPENINGS PROTECTED AGAINST THE REQUIREMENTS OF ASTM D WM BY AN APPROVED QUALITY CONTROL AGENCY AND EXPOSED EDGE OF THE GLAZING IS LE55 THAN 60 INCUM ABOVE THE FLOOR OR FI_OORIN6.COUNTERTOPS AD PANTING: I. ALL EGUIPM ENT 11STA-LED OUTDOORS AND EXPOSED TO WEATHER SHALL BE THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A + n ENTRANCE OF RAN AND SNOW(LPL.R606) SHALL BE INSTAL.®IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION CEDULES I. SEE FINISH 5 .COLOR AND MATERIAL TO BE APPROVED BY ARCHITECT. 'WEATHER-PROOF', BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS �'ESS THIS WOLLO PREVENT ' EXCEPTIONS: 2. INSTALLATION OF GROUT®TILE FLOORING 5 NOT RECOMMENDED OVER HOOD FRAMED 2. RECPfK{PS IN KRCEN AND BATHROOM SHALL BE INSTALLED ABOVE WORK TOP P.AGEMENT OF A SMOKE ALARM REWIRED BY OTHER SECTIONS OF THE CODE. 'K 2. VENTILATION 36ON LARGER SHALL HAVE/DUESH L OF 14 INCH. D VENTILATION OPENINGS T. BE IN T00434TALLED P ACCORDANCE SHALL COMPLY WITH THE 5 RECOMMENDATIONS. NN D OF/SAT C II66 �i `-) HAVING A DIMESION LARGB2 THAN I/4 INCH SHALL�PROVIDED WM BE INSTALLED IN AGlCORDANGE WITH THE MANIFALTURJER5 RECOMFEOATIOI6. I.DECORATIVE GLAZING. FLOOR SYSTEMS. IAA-E55 OTHERWISE NOTED ON PUNS. 3.6-SHALL NOT BE INSTALL®WITHIN A 36 IN.HORIZONTAL PATH FROM TIE SUPPLY Q_ : DISTANT WIRE CLOTH SG�NIN6,HARDWARE CLOTH OR SIMILAR b. EXTERIOR RASTER:INSTALLATION SHALL BE IN COMPLIANCE WTI ASTM C 42b AND 2.WHEN THERE IS AN INTERVENNG WALL OR OTHER PERMANENT BARRIER 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12'(APPROX)ABOVE FLOOR RE615TEtP OF A FOALED AIR HEATING OR COOLING SYSTEM AND SHALL BE r ,BETWEEN THE TIE DOOR AND Ulf GLAZING. 4. WALL SWITCHES TO BE ABOVE FLOOOR AS DETERMINED BY I}E ARCHNT6CT.(42'ABOVE INSTALLED(INTRUDE OF THE DIRECT AIRFLOW FROM THOSE REGISTERS. 4 MATERIAL HTH OPENW5 HAVING A V4 INCH. ASTM G 106E AND CRC.R103J6. ■ t.� 3. REANRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO OVI5IDE AR 4. FASTENING:UN-ESE SPECIFIED OTERWSE BY MANUFACTURER ALL WALL COVMIN55 3.6LAZING IN WALLS ON THE ITCH SIDE OF AND PERPENDICULAR TO THE DIVISION 10 FLOOR UI-ES5 NOTED OTHERWISE) 3.1.SHALL NOT BE INSTALLED WITHIN A 56 IN.HORIZONTAL PATH FROM THE TIP OF c 4. THE MINIMUM NET FREE VENTILATING,AREA SHALL BE IA50 OF THE AREA OF THE VENTED SHALL BE SECURELY FASTENED IN ACCORDANCE NTH LRL.TABLE R703.4 OR WITH PLANE OF THE POOR IN A CLOSED PORTION 5. PROVIDE TWO W-AFE2E SMALL APFLIANRGE GIRCWT5 AT TE KITC E N,PANTRY,DIHIN6 THE BLADE OF A GBILIN6511S.iPBDED(PADDLE)FAN III ��... SPACE. OTHER APPROVED ALUMINUM,STAINLESS STEEL,ZINClOATED OR OTTER APPROVED 4.WEE ACCESS TROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREH 3 SPECIALTY ITEMS R004,A,ND BREAKFAST ARE/5 5A WEE STARS LEAD TO OTHER OCCUPIED LEVEL,A SMOKE ALARM OR SMOKE I� c EXGER'TbN:THE MINIMUM NET FREE VENTILATION AREA SMALL BE I/300 OF THE CORROSION-RESISTIVE PA67DM GAL.R103.4. FEET OR LESS N DEPTH.6LAZING IN THIS APPLICATION SHALL COMPLY WTI b. PROVIDE A SEPARATE 20-A PETRE LAUNDRY CIRCUIT. DETECTOR SHALL BE LOCATE 50 THAT SMOKE RISKS M THE STAJI WY CANNOT VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: ITEM 05 BELOW PREVENT®FROM REACFNN6 THE SMOKE ALARM OR SMOKE DETECTOR BY AN S 1. PROVIDE 61ROLND P,W.T CIRCUIT INTERPoPTER(6FGI)PROTECTION AT ALL EMIIROOMB, z S.6LAZIN6 THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS. INTERVENING,DOOR OR OBSTRI14TION. j� I. IN CLIMATE ZONES 14 AND 16,A CLASS I OR II VAPOR RETARDER 5 POVDER FTOOHB,OUTDOOR RECEPTACLES 6MKGFS MD ALL KITCHEN RECEPTACLE. _ INSTALLED ON THE WAR-4"NT ER SIDE OF THE CEILING. �T CO4PO5moN SIINSLM 3. GLAZING IN FIXED PANELS WHICH HAVE A GLAZED AREA IN EXCESS OF 9 5WARE FEET; 5ER AN5 THE COUNTERTOP SURFACES.ALSO AT LAUNDRY,UTILITY,AND WET BAR SINKS 5.9.FOR STAIRWAYS LEADING LP FROM A BASEMENT.SMOKE ALARUS OR 54OKE '3 2.AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REWIRED I. ASPHALT COMPOSITION SHINGLES TO BE INSTALLED PER MANUFACTURERS THE LOWEST EDGE 15 U 55 THAN W ABOVE THE FLOOR,THE TOP EDGE 5 MXXE THAN DM510N 1 WERE THE RECEPTACLES ARE IWTA M WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE DETECTORS SHILL BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO VENTILATING AREA 5 PROVIDED BY VENTILATORS LOCATED IN THE UPPER SPECIFICATIONS AND GAL.R9052 FL . 56'ABOVE THE OOR AND ONE OR MOIRE WALKING SURFACES ARE WITHIN 36 INCHES, SINK THE STARS. W C 2. ASPHALT 5HIN6LE5 SHALL COMPLY WI D 22 NTH ASTM 5 OR D 3462. MEASURED HORIZONTALLY AND IN A STR 16HT CUE,OF TIE GLAZING. IN LIEU OF EQUIPMENT PORTION OF THE ATTIC OR RAFTER SPACE. UPPE2 VENTILATORS SHALL BE H. RECEPTACLES SHALL BE INSTALLED 50 THAT NOIO POINT ALONG Ulf FLOOR LINE IN ANY 3. .FOR TRAY:SHAPED CEILINGS(COFFH2ED CEILIMIS),SMOKE ALARMS AND SMOKE r CA LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR H6IE5T POINT OF THE 3. MEFRLAYMERT SHALL CONFORM TO ASTM D 226 TYPE I,ASTM D 4664 TYPE I,OR AST4 SAFETY GLAZING A HORIZONTAL RNL MAY BE IWTALIM ON THE ACCE55R.E SIDFIS) WALL SPACE 15 MORE THAN 6 FEET,HEASARED HORIZONTALLY,FROM AN OUTLET IN THAT DETECTORS SHALL BE INSTALLED ON THE HONEST PORTION OF THE CEILING,OR D 61". OF THE BLAZING 34 TO W INCHES ABOVE THE WALKING SURFACE.THE RAIL SHALL BE 1. IRBT LLAION6 SPACE. ON THE SLOPED PORTION OF THE CEILING WITHIN 12 IN VERTICALLY DOWN FROM � = `-�- 5PAAGE,MEA5IJAH)VERTICALLY,WITH THE EIALANGE OF THE REQUIRED I. INSTAI.ATION INSTRXCTIOSS FOR ALA.LISTED EQUIPMENT SHALL BE PROVIDED TO THE 9. IN KITCEN AW DINING/AREAS A RFCEPTAGLE OUTET SHALL BE IN5TAUPV AT EACH ii VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 4. ASPHALT 5HIN6LE5 SEAL USED ONLY ON ROOF SLOPES OF TWD UNITS VERTICAL IN CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT THE HIGHEST POINT. C. ' FLED INSPECTOR AT THE TIME OF INSPECTION. COUNTER SPACE WIDER THAN 12 INCHES AND 50 THAT NO FORT ALONG THE WALL LINE IS 5. NET FREE VENTING AREA PROVIDED BY EACH VENT 5 BASED ON H{.i11MED VENT SIZE 12 UNITS HORIZONTAL(2:12)OR GREATER FOR ROOF SLOPES FROM TWO LPNI15 PITFIOR CONTACTING,THE SNAGS AND BE A MINIMUM OF IV2 INSETS IN GROSh SELTIONAI. 3.11.SMOKE ALARM AND DETECTORS INSTALL®IN ROOMS WITH JOISTS OR BEAMS � �� C AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM RERUIRED VENTIN5'AS LISTED IN VERTICAL IN 12 UNITS HORIZONTAL I112)UP TO,BUT NOT INCLUDING,FOUR UNITS VERTCAL HEIGHT. MORE THAN 24 INCHES FROM A RECEPTACLE IN THAT SPACE. SHALL COMPLY WTI THE REGURREMElT5 OF NFPA R.13.24. THE ATTIC VENT CALCULATIONS 5 PROVIDED WE REE N TIE F VENTING FOR INDMDUAL IN 12 UNITS HORIZONTAL(4:12)A DOUBLE L DE RLAY 4W APPLICATION 15 RBWREC 4. 6LAZIN6 IN GUARDS,NO RAILINSE,INCLUDING 5TRIGTURRAL BALUSTER PATHS AND 10. A RECEPTACLE CURET SHALL BE INSTALLED IN ANY USABLE WALL SPACE 2 FEET OR 4. POWER SOURCE:SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE Rc G' VENTS S DIFFERENT THAN THOSE LISTED IN THE ATTG VENT CALCULATIONS. S. MIGHT,COLOR AND MATERIAL TO BE APPROVED BY ARCHITECT AND/OR OH4R NOWTPoIGTURAL IN-FILL PANELS,REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING, MORE IN WIDTH. BUILDING HRIN5 PROVIDED THAT SUCH HIRING 5 SERVED FROM A GOM E RCIAL SOURCE 6. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING TRU55 MR TO ALCOM40DATE SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. II. ALL BWFFENT AND MATERIALS FL R415HEP AND INSTALLED UDER THIS SECTION SAIL AND SHALL BE EMPPED NTH A BATTERY BACKUP.SMOKE ALAR45 1114 INTEGRAL ALL ATTIC,VENTS. CLAY AD CONCRETE TILE: 5. GLAZING IN WALLS,EWCL0511RE5 OR FENCES CONTAINING,OR FAGING HOT TUBS,SPAS, BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE 5TRME5 THAT ARE HOT EQUIPPED WITH BATTERY BA44QF SHALL BE CONNECTED TO AN 1. ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM WEATHER-PROOF AND WALL I. ROOF TILE SHALL BE INSTAL®PER MANFAG711RER25 INS7R10TOIS AN7 ERG.R90S3. WIIRUWL5,SALIAS,STEAM ROOMSS,BATHTUBS SHOWERS AND INDOOR OR OUTDOOR DM510N 6 OF ACCEPTANCE OF THE WORK BY THE CHER EMEi6BCY ELECTRICAL SYSTEM.SMOKE ALARMS SHALL L B4R A SIGNAL WEN THE M101MTED LOUVERS SHALL SEAL®NO FLASH®IN THE SAME MAKER PRESCRIBED 2. CLAY ROOF TILE SHALL COMPLY WITH ANUF6TM G TIRE SHWNG POOLS WERE THE BOTTOM EXPOSED EDGE OF THE 6LAZING 5 LESS THAN 60 MECHANICAL AND PLUMB I N6 12. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINKH OF ONE BATTERIES ARE LOW HIRING SHALL BE PER4AIENT AND WITHOUT A 126COIOELTINS FOR MOWINUNTED L VERSINSTA HALL B 3. CONCRETE ROOF TILE GALL COMPLY PITH 6 11 G 1492. IW45 MEASURED VERTICALLY ABOVE ANY STADINS OR WALKING SURFACE SHALL BE 20-AMPERE BRANCH CIRCUIT.SLUICE CIRCUITS SHALL HAVE NO OTHER OUTLETS BIT MAY SWITCH OTHER THAN AS RC'UIRIED FOR OJERGURRBNT PROTECTON CFL R5 44. y Vy Vy Vy vy yvV y V CONSIDERED A HAZARD0U5 LOCATION THIS SAL APPLY r0 SINGLE 6LAZING AND ALL SERVE P40RE ET{µ ONE BATROOM. 5. WERE MORE THAN ONE SMOKE ALARM 15 REWIRED TO BE INSTALLED WITHIN AN XAMA XXXXX H. PROVIDE APPROVED INSULATION DAMS(BAFFLES)WERE VENT BLOCKS ARE USED 4. UNDERLAYMENT SHALL CONFORM TO ASTM D 226 TYPE IT;ASTM D 2626 TYPE 1;OR PA/ES IN MULTIPLE 6LAZIN6. PLIANT*"Fes` 13. ALL E MOIR-T,AN ON BATHR5-ND 20-AMPERE BRANCH GIRLIliT5 SUPPLYING, INDIVIDUAL]DWELLING,OR SLEEPING LWT,THE SMOKE ALARM SHALL BE INSULATION. ROOF FRAMING MEMBERS TO PREVENT VENT HOLES FROM BEING BLOCK®BY ASTM D 6380 CLASS M MINERAL SURFACED ROLL ROOFING. EXCEPTION:6LAZING THAT 15 MORE THAN 60 INCHES MEASURED HORIZONTALLY AND I. ALL PLLMBIN6 FIXTURES TO BE LEAD FREE COMPLIANT PER LPL.604JI. OWLETS INSTALLED IN DWELLING,UNIT FAMILY ROOMS,DINNN6 ROOM",LIVING ROOMY, IRTE ECON ECTED IN SUCH A KAMM THAT THE ACTIVATION OF ONE ALARM RILL Date: 00-00-15 IN5LLAnON. 5. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF TWO AND IN A STRAIGHT LINE,FROM THE WATERS EDGE OF A BATHTUB,HOT TIE,SPA, PARLORS,LIBRARIES,DES,BEDROOM SUROOMS,RECREATION ROOMS,CLOSETS, ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.THE ALAR4 SHALL BE CLEARLY ONE-HALF UNITS VERTICAL IN 12 UNITS HORIZONTAL(2 1/112)OR GRATER FOR ROOF WHIRLPOOL- OR 51,IMAN6 FOOL HALLWAYS,OR 5IMLAR ROOMS OR AREAS SHALL BE PROTECTED BY A L15TED NONE IN ALL BEDROOM OVER BACCKBROUND NOISE LEVELS NTH ALL INTERVENING SLOPES FROM TWO AND ONE-HALF CHITS VERTICAL IN 12 UNITS HORIZONTAL(2 1/2:12)LA 6. GLAZING WERE THE BOTTOM EXPOSED E06E OF THE 61KIN6 5 LESS THAN 36 INCHES, H ATCOPP TUBE FOR WATER PIPING SHALL HAVE AWEIGHR oP war L E55 THAN THAN of pm AJRLfALLT GIROAT INTETRRIPTER(AFCU,COMBINATION TYPE INSTALLED TO PROVIDE DOORS CLOSED.ORL RSMS. REVISIONS DIVISION 6 TO,BUT NOT INCLUDING,FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(4:12),DOUBLE ABOVE THE PLAT OF THE ADJACENT WALKIN6 SURFACE OF STAIRWAYS,LAIONGS COPPER TUBWATER TUBE TYPE L. PROTECTION OF TIE BRONCHI GIRGUR. MI5 INCLUDES LIGHTS.RECEPTACLES,FANS AND UNDERLAYMENT APPLICATION 15 REG IRED. BETWEEN FLIGHTS OF STARS AND RAPS SHALL BE CONSIDERED A HAZARDOUS SMOKE DETECTORS. THERM # MOISTURE PROTECTION 6. COI OR AID SHAPE TO BE AAFFROVED BY ARCHITECT AND/OR CHER. LOCATION. EXCEPTION:TYPE M COPPER TAl MAY BE USED FOR WATER PIPING WHEN PIPING EXCEPTION 1:WERE RAG,HMG,EMT OR STEELARMORED CABLE,TYPE AC,H�T7Ns T. PROVIDE NAILING,AND WHO CUP5 PER MANUFACTUR@t5 RBL15HED INSTALLATION EXCEPT 6: 5 ABOVE GROUND,AS PER LPL.STNOARDS. - FLASHING,AND N" 2. NO WATER 501L OR WASTE PPE SHALL BE INSTALLED OR FERMTIED OUI5IDE OF A THE R1,I11RErETIT5 OF GEL.250JI61151N6 METAL OUTLET AND UNCTION BOXES 5 I. EXTERIOR OPENINGS EXPOSED TO TIE MEATIER SHALL BE FLASHED IN SUCH A MANNER ' I.WEN A RAIL 15 INSTALLED ON THE ACZE551BLE SIMS)OF TE GLAZING 34 BUILDING OR IN AN EXTERIOR WILL,U1.E55 WERE NECESSARY,ADEQUATE PROVISION 15 INSTALLED FOR THE PORTION OF THE BRANCH GROUT BETWEEN THE BRANCH AS TO MAKE THEM WEATHERPROOF. TO Be,IWABE,ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF MADE TO PROTECT SUCH PPE FROM FREEZING. GIRCUR OVERCAAMW DEVICE AND THE FIRST OUTLET,IT SHALL BE PERMITTED TO - 2. FlA SON6 AM G0MIE2FU5HIN6 SHALL BE PROVIDED AT THE JMGTON OF THE ROOF METAL ROOFING PATES: WI15TADIN6 A HORIZONTAL LOAD OF 50 PONDS PER LINEAR FOOT WHAM 3. PIPING 5UB,ECT TO ME COMR0510K M05ION OR MECHANICAL DAMAGE SHALL BE INSTALL A COMBINATION AMI AT THE FIRST OUTLET r0 PROVIDE PROTECTION FOR MISCELLANEOUS AND VERTICAL SRFKdS(HALLS,ETC.) I. METAL ROOFING PMEI5 SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND CONTACTIN5 THE GLASS AND BE A MINIMUM OF I V2 INCHES IN ORO%SECTION& PROTECTED IN AN APPROVED MAKER. THE RE AINNG PORTION OF THE BRANCH CIRCUIT. 3. AL PARAPETS SHALL BE PROVIDED NTH COMING,OF APPROVED MATERIALS. GAL.R405J0. HEIGHT. 14. KITCHEN AND APPLIANCE CIRCUITS ARE LIMITED TO SUPPLYING WALL AND cOMTER 4. ALL FLASHING,COURTBiFLASHIN5 AND COPING,NO OF METAL,SHALL BE OF NOT LE55 2. THE MINKH SLOPE FOR LAPPED,NOSOLDERED-SEAM METAL ROOFS WITHOUT APPLIED 2.GLAZING 36 INGC5 OR MORE MEASURED HORIZ.FROM THE WALKING,SURFACE KATR HEATERS, SPACE OUTLETS ONLY AND CANNOT SERVE DISYASER,MICROWAVE,RANGE HOOD, A SECURITY REWIRE ME NTS THAN NO.26 US.GAUGE CORROSION-fE515TANT METAL. LAP SEALANT SHALL BE TREE UNI75 VERTICAL IN 12 UNITS HORIZONTAL(3:12). 1. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STARWAY 0I THE OAAFE46E 015FOSAL OR APPLIANCES LOCATED WTHN GABUEY5 OR CUPBOARDS,OR I. WRIER IEATEES SHALL BE STRAPPED TO RESIST HORIZONTAL DISPLAC@ENT DUE TO 5. FLASH AV ANDCOUNTERFLASHMO D ALL ROOF TO WALL ER5CONDITIONS. 3. THE MINIMUM SLOPE FOR LAPPED,NOHSOIDERED-SEAM FETAL ROOFS NTH APPLIED LAP 61-MZIN6 Is LESS THAN 36 INCHES(914 MU ABOVE THE LANDING AND WITHIN 60 INCHES EARTHGUA E MOTION.S7RAFPN6 SHALL BE AT FONTS WITHIN THE URPEi 1/5 AND LOCATED MORE THAN 5-V2 FT.ABOVE THE FLOOR SLIDING FiLAS5(OOPS AND WINDOWS, b. 6.1.FLASH AND LAU.K N70D BEAMS AND OUTL00N.'ER5 RRD.EGTED THROUGH SEALANT SHALL BE ONE-HALF VERTICAL UNIT IN 12 LNM HORIZONTAL(1/2:12).LAP (1524 W(R HORIZONTALLY OF TE BOTTOM TREAD SHALL BE CO SIDERID A 1AZARDOUD LOWER 1/3 OF I15 VERTICAL DIMENSIONS. AT THE LOSER POINT,A MAXHMI4 DISTANCE 15. 13ATROOM LIGHTING,SHALL NOT BE ON OUTLET CIRCUIT. I. SLIDING 6LA65 DOORS OPENING ONTO PATIOS OR BALCONIES WHICH ARE LESS THAN EXTERIOR WALLS OR ROOF SURFACES. SEALANTS SHALL BE APPLIED IN ACCORDANCE NTH THE APPROVED MANUFACTURERS LOCATION. N. ALL NON-LOCKING TYPE 125-VOLT,IS AND 2o-AMPEFRE OUTLET5 IN DWELIN6 UNIT5 ONE-STORY ABOVE GRADE OR ARE OT OU15E AAOCE55119R E FROM THE OUTSIDE SHALL OF 4'SHALL BE MAINTAINED ABOVE THE CONTROLS PITH THE STRAPPING. 1. WERE EXPOSED TO WEATHER FLASH ALL HORIZONTAL N70D TRIM BUTTING TO THE MINIM SLOPE FOR ST DTEEXCEPTION:THE OF THE G 5 PROTECTED OM H A 611ARD S FROM NTH NTH SECTION R312 2. WATER HEATERS TO BE PROVIDED WITH TEMPERATURE AND PRESSURE RELIEF VALVE SHALL BE LISTED TAMP TAC E S INSTALLED PER GEL.406.11. LE SA,ALL LI FOLLOWS: EXTERIOR FINISH. 4. THE MINIMA SLOPE FOR 5T/NDIN6-SEAM ROOF SYSTEMS SHALL BE OHE(,NIARTB2 UNIT AND THE PINE OF THE 61.ASfi 15 MORE THAN Ib INCHES FROM THE GUARD. TI. Fr AND 20-AMP RECEPTACLES INSTALL OUTDOORS SHALL HAVE AN ENCLOSURE THAT A ALL SLIDING 6L155 DOORS SHALL HAVE AHOOK-BOLT DEADLOCK WINCH IS NO -- -__....-.--__. b. GLAZING IN WARDROBE DOORS SHALL MEET THE IMPACT TEST REflARB-EH5 FOR HANMG A RAU.-SIZED DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO 15 WEATHERPROOF WHETHER OR NOT THE ATTACWENT M16 CAP S INSERTED OR LESS THAN I/b INCH IN THICKNESS,AND WHICH HAS A MINIMUM TROW OF 1/2 INCH. VERTICAL IN 12 UNITS HORIZONTAL(I/412). SAFETY GLAZING AS SET FORTH IN GEL.STANDARD NO.24-2,PARR U.LAMINATED OUTSIDE OF BUILDING,WTI END OF PIPE NOT MORE THAN 2 FT.AND NOT LESS THAN 6' REMOVED.C.E.C.406AM B.THE HOOKBOLT DEADLOCK AND THE STRIKE SHALL BE MADE FROM HMDBED ROOF VALLEY FLA6FIN65: ABOVE THE 6RAM POINTING DOWNWARD,THE TERMINAL END BEING UIT READ®. I. ASPHALT SHHINGLES: ROOF VALLEY FLASHING SHALL.BE THE SAME AS SECURED FOR GLASS SHALL ALSO MEET ME BOIL TEST RE IR)3E1T5 OF TIE SAE STANDARD. 0. H1614 EFFICACY LUMINARIES MUST BE FIN BASED. STEEL WOOD SHINGLES OR SHALL BE OF WEAVED ASPHALT SHIN61E5 APPLIED IN AN BUILT-UP ROOFING: MIRROR PANELS SHALL BE SAFETY GLAZED TO CONFORM WITH ANSI Z47.1. M. OCCUPANT SENSOR AND MOTION SENSORS SHALL BE CAPABLE OF AUTOMATICALLY 2. ALL SLIDING WINDOWS SHALL HAVE SAFETY LOCKS. APPROVED MAKER WITH AN IIDERLAYMENT OF NOT LE55 THAN TYPE 15 FELT I. BUILT-UP ROOFING SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND GRL. 4. HINGED SHOWER DOORS SHALL OPEN OVNWARD. WASTE PPIN6: TURNUN5 OFF ALL THE LIGHTS IN M AREA NO MORE THAN 30 MINUTES AFTER THE AREA 3. WINDOWS AD DOOR LIGHTS SHALL BE OF TEMPERED 6LA55 AS REWIRED BY GRL. EXTENDING IH INCHES FROM THE CENTER LINE EACH WAY,OR SHALL BE OF TWO LAYERS RWSA I. ALL WATEE PIPING,WHICH PEETRAT5 PRE-tL515TVE ASSEMBLIES SHAD.COMPLY WITH HAS BEEN VACATED. STATE AND LOCAL CODES(SEE DIVISION H) OF 90-POND MINERAL SURFACED GAP SHEET CEMENTED T06ET ER MTN THE BOTTOM 2. BUILT-UP ROOF:COVERING MAIERWS SHALL COWLY WITH THE STANDARDS IN CAL. THE REQURRE ENTS FOR TROUGH PENETRATIONS A VAVR MEMBRANE PEE7RATONS MR 20.AL RED LUMINARIES IN INSULATED CEILINGS,INCANDESCENT OR FLUORESCENT LAYER NOT LESS THAN 12 INCHES ADS LAD FACE DOWN AND THE TOP LAYER NOT LE55 TABLE R905.112 OR UL SSA WEATHER STRIPPING: THE CALIFORNIA BUILDING CODE APPLICABLE EDITOR STATE AND LOCAL CODES. SAL BE AIRT16W(A.T)AND FOR INSULATION COVER OL) MAN 24 INCHES WIDE LAD FACE N. 3. BUILT-UP ROOFS SHALL HAVE A DESIGN SLOPE OF A MINIMUM OF ONE-FOURTH UNIT 1. ALL SLIDING,SHMIN6 DOORS AND KMX06 OPENING TO THE EXTERIOR OR TO 2. RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL 2L W�M77ROMA56AGE BATHTUB 5 CORD AND PLUS CONNECTED NTH SUPPLY 2. SLATE SINGLES,AND CLAY AND CONCRETE TILE: ROOF VALLEY FLASHING SHALL BE VERTICAL IN 12 LNIT5 HORIZONTAL(1/412)FOR DRANA6E,EXCEPT FOR GOAL-TAR ICON CTIONED AREAS SHALL BE FULLY HEATER STRIPPED,6ANOW OR OTHERWISE AS PER IAPMD.FILE NO.'166. EXTERIOR DOORS AND HOW TO GARAGE DOORS: PROVIDED OF NOT LESS MIµ NO.26 GALVANIZED SHEET 6#46E CORRO51ON-FM56TANT BUILT-W ROOFS,ANKH SHALL HAVE A DE51ON SLOPE OF A MINIMUM ON:-EIGMH UNIT TREATED TO LIMIT AR INFILTRATION. RECEPTACLE ALCE5 50 AT I THROUGH I SERVICE ACCESS OPENING RECEPTACLE I FOOT I. EXTERIOR MORE AN7 DOORS LEADING FROM GARAGE AREAS INTO PRIVATE SHALL BE INSTALLED 50 THAT 175 FADE IS IN DIRECT VIEW AND NOT MORE NEON FOOT RESIDENCESAND MULTIPLE DWE.LIN6 RESIDENCES SHALL BE OF SOLID GORE VERTICAL IN 12 UNITS HORIZONTAL(I/H:12). 2. ALL MANUFACTURED NNDDYS AND SLIDING GLASS DOORS SHALL FEET THE AIR GOIBUSTON AIR VENTS: FROM OPENING.GEL.660.13. METAL APPLIED OVER µ LEAST 12 INCHEMENTS OF NOT LE C THAN 3d EACH .FELT.THE INFILTRATION STANDARDS OF THE CURRENT AMERICAN NATIONAL STMVAF05 IIBTITVTE 1. COMBUSTION STION AIR VENTS AND DUCTS GALL BE PROVIDED NTH MINIMUM W095TRZTED 22. HYDROMAESAGE TUBS AND THEIR ASSOCIATED ELECTRICAL COMPONENTS SEAL BE ON EXTERIOR LGTON S SEAL EE NO LESS THAT I GA IN E AREAS I METAL SHALL SLATS AT LEAST 12 INCHES FROM THE CH INCHES. EACH WAY AND 4. BUILT-UP ROOFING SHALL BE APPLIED TO SOLID ROOF SEATHIN65 A5 SPECIFIED IN ASTM E265-13 NTH A PRESSURE DIFFERENTIAL OF 151 PONDS PER SQUAD FOOT AND COMBUSTION AR OPENINGS AS REWRED BY GAL. AN IDIVIDUAL EWIH CIRCUIT AND BE PROTECTED BY A READILY ACLESSSBLE 2' EXTERIOR DOORS AND DOORS LE'R'DIN6 FROM GARAGE AREAS INTO PRIVATE SHALL HAVE A SPLASH DIVBZTEA RIB NOT LE55 THAN 4 INClfS. DMSION 6 OF THESE GENERAL NOTES. RESIDENCE OR MULTIPLE DWELLING,RESIDENCES SHALL HAVE A DEADLOCKING,LATCH 5. EACH PACKAGE OF FELTS,CEMENTS,AND BASE-,PLY-COMBINATION OR GM SHEETS SHALL BE CERTIFIED AND COBBLED. GROUIDfAILT CIRCUIT INTERGNPTER DEVICE WITH A MINIMUM THROW OF ONE-HALF INCH AND A DEADBOLT LOCK NTH A SHALL BEM PE LABEL OF AN APPROVED TESTING LABORATORY HAVING A SERVICE GAB VETS, 23. PROVIDE TWO METHODS OF ELECTRICAL 6ROADIW6 CYLINDER 6UARO,HARDENED STD INSERT NTH A MINIMUM THROW OF ONE INCH. PardeeHomes S_^.'i I.ryMT�. FOR THE INSPECTION OF MATERIAL AND PIN5F�PRODUCTS DURING MANUFACTURE FOR 1. GAGS VENTS SHALL TERMINATE NOT LESS MIµ 2fEET ABOVE THE HIGHEST POINT WERE A CLAMP AT HOSEBIB. I. SKYLIGHTS SHALL BE CONSTRUCTED AND INSTALLED PER MANUFAGIURERS 5UCF1 EI11LT-0P ROOFING MATERIAL. E XITS Al2 EMERGENCY ESCAPES Tf'Y PA66 TIHROUBIH Tlf ROOF AHD AT LEAST 2 FffT HIGHER THAN ANY PORTION OF A B.ONE ADDITIONAL>4 BAR-20'LONS IN FOOTING AT ELECTRICAL METER 3. µ INTERVIEWER OR P�FOIP SHALL�PROVIDED ON THE FRONT DOOR OF EACH SPECIFICATIONS AND LAG.F".6. L 50615 ERNS IN DWELLING,UNITS AND EVERY SLEEPING ROOM SHAD.HAVE AT LEAST ONE BUILDING WITHIN IOfTEET.6A5 VENTS,SMALLER THAN 12-INCHES,IN DIAMETER MAY LOCATION FOR U E R GROUND. INDMDUAL OORS SCE. OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH TERMINATE AT LEAST I-FOOT ABOVE THE ROOFS UP TO A 6:12 PITCH AND AT LEAST 24. PROVIDE AN INTERSYSTEM BONDING ELECTRODE CAPABLE OF CONECTINS AT LEST 4. E-SHNSI DOORS NOR DOOi1NSR OUT SHALL HAVE NON-ONE PIECE C ANISES. MEMBRANE WATER FM95TNE BARRIER SHALL OPEN DIRECTLY INTO A PUBLIC STREET,PBLIG ALLEY,YARD OR EXIT CCURT. bfEET FROM ANY PORTION OF THE BUILDING.FOR HIRER ROOF PTC IBB REFBt TO TREE 6ROIDIN6 OR BOW N6 WNDUCTOR5 REQUIRED FOR COMMUNICATIONS SYSTEM 5. INK5WN FOR EXTERIOR DOOR L BE GALL TR OF D PIECE PROTECTED 5 AS 1. EOL DOFING YE DINGS E TE RIO AREAS: I. MEMBRANE YWTERPROOFINW SALL BE INSTALLED TO PREPARED SURFACES BY THE UNITS SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FALL CLEAR OPENING GML.FIGURE H02b2 NO TABLE H02b2.(CM4.602b2 0 GAL.HCY2b2.0 AND INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL PER GEL.600J00(8) b. JAHBS FOR ALLLA ONORS SHALL BE SO F THE ACTED OR PROTECTED 50 UT TO I. BALCONIES, THEUNCS,EXTERIOR STAIRWAYS,OM PIED S ROOFS AND WATERPROOFED SD AND SKILLED AND QUALIFIED HECHANIOS AND SHALL CONFORM TO THE FOLLOWING: HT OUT THE USE OF SEPARATE TOOLS PREVENT VIOLATION OF A A FUNCTION OF D OF S STRIKE PLATE FROM TIE H OUTSIDE. 1250 CORONAE 600 COURT EXPOSED ro THE WEAN ER AND sEALrD UND�EAM SHALL WAT6tPR00FTD MIND AND CELL 25O.a4. MATERIALS: 2. ALL ESCAPE OR RESCUE WINDOWS GALL HAVE A MINIMA NET CLEAR OPEMBLE AREA 1. TIE INACTIVE LEAF OF A PAR OF DOORS OR NIPPER LEAF OF A DUTCH DOOR SHALL SUITE 600 � SLOPED A MINIMUM OF 14 UNIT VERTICAL IN 12 UNITS HORIZONTAL(2%SLOPE)FOR GAS PPIN, 25. OUTLET BOXES OR OUTLET BOX SYSTEM USED AS SOLE SUPPORT FOR CEILING EARS HAVE A DEADBOLT,NOT KEY OPERATED,OR HARDENED DEADBOLT TOP NO BOTTOM A.ASPHALT EMU-NO CONFORM TO AS D1 OF I 5GUATH FEET. THE MINIMUM NET ENABL OFE n DI IE6HN SHALL B N SHALL 6E SHALL BE LISTED AND MARKED BY MR AS 51JITABLE FOR THIS PURPOSE AND SHALL CORONA, 28 9400 2879 ]DRAINAGE I. ALL PPE USED FOR THE IH6rAu-AnoN of ANr GAS PIPING s1AL.L BE STANDARD HM r EMBEDMENT. - B.ASPHALT EMULSION:ORM TO H ASTM ,FL FUNTKOTE LOW.A EQUAL. 24 INCHES.M IRE P M NET D AS OPEMBL r ESCAPE E OR RESCUE SHALL BE Za INCASE VE16W WROU6HT IRON OR STEEL(GALVANIZED OR BLACK),YELLOW BRASS(CONTAINING NOT SUPPORT CEILING,FANS WEI6HINS MORE THAN 70 POLN05 PER EEG.51412(0)NO b. PROJECTING CYLINDERS RE<AARE GUARD. � -' PH:(951)428-4400 9 C4WMOE AND MASONRY FOUNDATION HALL DRAINAGE C.GL/55 CLOTH:CONFORM TO IR F O Fr,41B,5214,OTE YELLOW JACKET'OR ED. WEN SHED SILL ARE PROVIDED W A FEARS OF ESCAPEE RESG.E THEY SHALT.HAVE 422J5 W.D.PROTECTION COARSE:CONFORM TO Fr,H4H-Ii26C,RINTKOTE RINT6LA5'OR A FINISH®SLL kE16FNf NOT M10RE THAN 44 MASS ABOVE THE PLOOR. NOT FATE THAN SEVENTY-FIVE C4NE R O PERCENT E SIZE.I,OR INiF32rLAl.I.Y TIRED OR 4. ESAIP FRONT AND REAR DOOR NM DF.ADBCA:15 i�fh�DLtlGKING LANCES. I. DRAJNS SHALL BE PROVIDED AROND ALL CONCRETE OR MASONRY FOUDATIONS MAT MINIMUM 3/H'MILK 6YPP.AM BOARD. E{i1N/ALEHfLY TREATED COPPER OF IRON PIPE SIZE. 10. DEADBOLTS SHALL GONTAW N IILS�7''OR-EQIIVALE NTT RETAIN EARTH AND IECLOSE HABITABLE OR USABLE SPACES LOCATED EHOW GRADE 2. ALL FITTINGS USED IN LONEC770N PINT THE ABOVE PIPING SHALL BE OF MALLEABLE I. FOR NEW CONSTRUCTION,AN APPROVED CARBON MONOXIDE ALMA SHALL BE II. OVERHEAD ND SEEiI�E�i,L,L 6AIRAGE DOORS_SUIL,L (ow"AiNyuNDER PER GAL.R405J. SMMARY OF MATERIALS PBA NCO SQUARE FAT: IRON OR YELLOW ERAS(COrrTAINIH6 NOT MORE THAN SEVENTYfNE EB)PERCENT LOCK PAD WHI,H M HARDEN :SHACKLE, META DLT 6K EGUVALENT AURA DIVISION q INSTALLED IN DYHLING UU75 AND IN SLEEPING UNITS WITHIN WINCH FUEL-EARNING WEN NOT _By EIMTRGAL POYBR �- 2. DRAINAGE TILES,GRAVEL OR C 40M STONE DRAINS,PERFORATED PPE OR OTER ASPHALT EMULSION PRUNER 0-I/2 GALLONS) 15 CBS. C�PER�. APPLIANCES ARE INSTALL®AND IN DWELLING IIIT5 THAT HAVE ATTACHED GARAGES. �' J APPROVED SYSTEM OR MATERIALS.HALL.BE INSTALLED AT OR BELOW THE AREA 70 FIRST COURSE G-15-E(3 6ALLQS) 30 CBS. FINISHES 3. NO 6A5 PIPING,SHALL BE INSTALLED IN OR ON THE GROUND,UDEt ANY BULDIN6 OR CARBON FYXO%IDE ALARM SHALL BE LISTED AS GOhfl.YIN6 WM UL 2034 AND BE -„c_:u'. - - -. BE PROTECTED NO SEW.D15CFARGE BY GRAVITY OR H BC+IANIGA-MANS INTO AN SECOND COURSE BLAS5 FABRIC I LEG. STRUCTUFE. ALL EXPOSED GAS PPNG SHALT.BE KEPT AT LEAST SIX(6)INCHES ABOVE INSTALLED AND MANTANED IN ACCORDANCE NTH NSA 7W AND THE MANUFACTURERS -., T_ - AT CANYON HILLS PA-2D APPROVED DRAINAGE SYSTEM PER LRL.R405J THIRD COARSE C-15-E 30 LEG. GYPSUM WALLBOARD: GRADE OR STRUCTURE MPER LPL) INSTRCTON S GAL.55J -v-`_')`., , FOURTH COURSE C.13-E C3 GALLONS) 30 LEG. I. ALL 6YPS.UM WALLBOARD SHALL EE INSTALL IN ACCORDANCE WITH THE PROV15M 2. CARBON MONOXIDE A-ARI'S SHALL RECEIVE THEIR PRIMARY POWER FROM THE BULOIIK APPROXIMATE TOTAL PE16W(DEN) 106 LOS. OF THE CBL,APPLICABLE EDITOR STATE AND LOCAL CODES. GAG METERS, HRIN6 WERE SUCH WRING 15 SERVED FROM A COMMERCIAL SOURCE AND SHALL BE B.BUILDING,K GENERA L CONCRETE AND MASONRY FOUNDATION WMLL DAMPPROOFM6, 2. GYPSUM WALLBOARD SHALT.NOT BE INSTALLED UNTIL HEATER PROTECTION FOR I. GAS METES SHALL BE SELECTED FOR THE HARIMM EJECTED PRESSURE AND ]SCUFFED NTH A BATTERY B,YCK-UP.ALARM WIRING SAL BE DIRECTLY CONNECTED TO I. !BUILDINGS OR�OF,BUILDMS WHICH ARE REGRARED TO BE ACGESIBI.E TO I. EXCEPT WEE REWIRED TO BE WATERPROOFED,FOUNDATION WALLS MAT RETAIN BALCONY AND DECK COATINGS: INSTALLATION 5 PROVIDED. PM45NRZ P °ZE.EURE DROP.GML."115 Tit PERMANENT EULDIN6 WRNS HT OUT A DISCONNECTING,SHTCH OTHER THAN A5 THE PHYSICALLY DISABLED SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NOTES 3. ALL EDGES NO ENDS OF GYPSUM WALLBOARD SAL OCCUR ON THE FRAMING 2 GAS METES SHALL BE LOCATED IN VENTILATED SPACES READILY ACCESSIBLE FOR NTH THE RE WFUEMENT5 OF THE CALIFORNIA BUILDING CODE,APPLICABLE EDITION EARTH AND LED FROM ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL EIE I. E-AS70MERIC OR FEMBRINE DECK COATINGS STALL BE INSTALLED PER REQUIRED FOR AN ONE CARBON N MONOXIDE LPL.W5J2. HEFE8t5,EXCEPT 7HI05E EDGES AND ENDS WHLH ARE PERPENDICULAR TO TE FRAMING EXAMINATION,READING,REPLAGBMENT,OR NEGF GORY MN1ttBMNGE. CMG.B10DbJ MNO/OR STATE AND LOIN.LODES OR OTHER AUTHORITY HAVING JA215DIGTION.F - DAMPPROOFED FROM THE TOP OF Ulf FOOTING TO THE FINISHED GRADE PER GRL. MANFALTR13t5 SFECIFICATONS. H D43EPS ALL EDGES AND�S OF Gypr��L�SQL BE IN MODERATE 3. GAS METES SHALL NOT BE PILED WERE THEY ARE 5U9.FCT TO DAMAGE,51UCH AS HITHI3. WERE MORE THAN ONE CARBON MONOXIDE ALARM 15 THE AFtED TO BE INSTALLED APPLICABLE,�7O DRAWINGS FOR ADDITIONAL INFORMATION. R406.1 2. COLOR AND FINISH AND DETAJUN6 TO BE APPROVED BY MRCCHI76CT AW/OR OWNER CONTACT EXCEPT IN CONGEALED SPACES WEE FIRE-RESISTIVE GQSIRLGTON OR ADJACENT TO A ORNBWY;UNDER A FIRE E5CAPE;IN PUBLIC PASSAGES,HALL5 OR INTER THE DWELLING UNIT NE WITHIN A ACTIVATION LIT,THE ALAR4 SHALL 2 ANY DIECRER'ANCES OR DEFICIENCIES IN THE DRAWINGS SHALL BE]BROUGHT TO THE (2013 CALIFORNIA CODES) _ DIAPHRAGM ACTON 15 NOT REWIRED. COAL BUS,OR WEE THEY PILL BE`SUEUbCT TO EXCESSIVE CORROSION OR VIERATON OF TH ALARMCTED IN A INDIVIDUAL THAT ALTNATON OF ONE ALARM SHALT.ACTIVATE ALA. ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. FJRTEROR.Dll 4. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY WITH CBL,APPLICABLE EDITOR OHG.OO66J.1. OF THE ALARM IN THE INDDE ALA M ORE.E INSET CONCRETE AND MASONRY FOUNDATION WN.L WAT3tPRDORNS: I. DEGAS,BALCONIES,LANDING5,EXTERIOR STARWYS AND SIMILAR SURFACES 5TATE AD LOCAL CODES.FASTENERS SALL BE SPACED NOT LESS THAN 3/b-INCH 4. GAS FEYERS SHALL NOT BE LOCATED WERE THEY HLL BE E BJECTED TO EXTREME 4. REflARID CARBON MONOXIDE ALARM SWL BE INSTALL®AND MAHTNND M THE 1. IN AREAS WEE A HIGH HATER TABLE OR OTER SEVERE 5OL-WATEER CONDITIONS ARE FOLLOWING,LOGATOKr. � KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE EXPOSED TO THE SEATER AND SEALED UNDERNEATH SII/J.L BE WAIIERRLL7FED. FROM EDFCF5 AND ENDS OF GYPSUM WALLBOARD. FASTENERS AT THE 70P AND BORON T34PEt/A71IRLa-S OR SA)OBR EXTREME CONCHS IN TEFPERATLRE. THEY SHALL NOT 4.1. OUTSIDE OF EALN`SEPARATE DWELLIN6 UNIT SLEEPING AREA IN THE IMMEDIATE INTERIOR SPACES AND FLOORS BELOW GRADE SAL BE WATERPROOFED FROM THE 2. ALL EEMERIOR PEC95 AND BALCONIES EXP05M TO WEATHER SHALL BE CONSTRICTED PATES OF VERTICAL ASSEMBLIES,OR THE EDGES AND ENDS OF HORIZONTAL LOCATED IN AREAS WEE THEY AIM 51BLECTD TO TEMPERATURES BEYOND THOSE VICINITY OF THE BEDROOP(5). TOP OF THE FOOTING,TO THE FINISHED GRADE PER GRL.R4061 NTH SUFFICIENT SLOPE(MINIMA V4'PER FOOT)TO ENSURE ADEMATE DRAINAGE. ASSEMBLIES PERPEDIGULAR TO SIPPORT5,AD AT 71E WALL LINE MAY BE OMITTED RECOMMENDED BY THE MANUFACINE.GML.5066J2 42.ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. G .2 3. UNLESS VIENGI�TO DRAIN OVER DBGK(EDGES,DRAINS AND OVERFLOWS OF EXCEPT ON SITAR-RESISTING,ELEMENT'OR FRE-RE55TNE ASSEMBLIES FASTENERS 5. GAS NESTERS SHALL 13E SUPPORTED OR CONNECTED TO RJ610 PIPPING 50 AS NOT TO S. M1L71PLE�URPOCSE N-ARMS:CARBON MONOXIDE ALARMS COMBINED WM SMOKE z ADEG UATE SIZE SHALL BE INSTALL AT THE LOW POINTS OF THE DECK SHALL BE APPLIED IN SUCH A MAKER A5 NOT TO FRACTURE THE FACE PAPER NTH TIE EXERT A SPAN ON TIE METERS.OWL.1 M.5 AARNB SHALL COMPLY NTH GAL.RM,ALL APPLICABLE STANDARDS,AND JOB NUMBER: 023-15015 4. PROVIDE MINIMUM 2'(UND)DROP FROM FINISHED INTERIOR FLOOR TO THE HIGHEST FASTENER HEAD. 6. GAS METES.MALL BE PROTECTED A6ANST OVERPRESSURE,BACKPREfARE,AND REST,ARE MIENM FOR LISTING,AND APPROVAL BY THE OFFICE OF TIC STATE FIRE COPYRIGHT ©2015 FLOOR LEVEL ON ANY ADJOINING DECK OR BALCONY. VACUUM.GML.E106,63 MMRSHS UAL,FOR SMOKE ALARMS CAL FWJS BASSENIAN LAGONI ARCHITECTS EXTERIOR WILDFIRE EXPOSURE NOTES r205GALIFORNIA RESIOIENTIAL COOE, ORL.R5215 ORL.021.7 0W.1027A •wC�rvdE"'w M/�bo ROOFINS EXTERIOR GOVERINS rcamNlED, EXTERIOR WINDOWS AND DOORS 95213E 6BFtAL, R321.7.4 OPBI ROOF EAVES FW,6.2 EXTERIOR 6L62115r. _ ROOFS SHALL COMPLY NTH THE REd11REMENT5 OF 5EOn015 W27 NO R902. ROOFS TIE E�..fD ROOF DECK ON THE UNDERSIDE OF UIENGLOSED ROOF EAVES SHALL CONSIST of FOLLOWN5 EXTERIOR 61 AZIN6 MATERIALS MDIOR ASSEMBLIES 5HALL COMPLY NTH Nl HAVE A ROOFING ASSEMBLY INSTALLED IN ACCORDANCE NTH ITS L15TIN5 AND THE OF ONE OF THE FOLLONN5: THIS SECTION: MANUFACTURERS INSTALLATION INSTRUCTIONS. I. NONCOMBUSTIBLE MATERIAL. I. EXTERIOR NNDOMS. 2. I6NITION-RESISTAN17 MATERIAL. 2. EXTERIOR 6LAZED DOORS. WERE R'J ER l ROOF COVE IN65: 3. ONE LAY OF 5/8-INCH TYPE X 6YP5RM SHEATHING APPLIED BEHIND AN EXTERIOR 3. 6LAZED OPENIN56 NTHN EXTERIOR DOORS. THE ROOF PROFILE ALLONS A SPACE BETYEER THE ROOF COVERNG AND ROOF COVERING ON THE ME176M EXTERIOR OF THE ROOF DECK 4. 6LAZED OPENIN96 WTHHIN EXTERIOR 6ARA6E DOORS. DECKING,THE SPACES SHALL EE CONSTRUCTED TO PREVENT TIE INTRUSION OF PLANES AND 4. THE EXTERIOR PORTION OF A I-HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY 5. EXTERIOR STRUCTURAL 61.AS5 VENEER EFEERE,,SE FIRMTOPPED NTH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM T2 APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESI6IED FOR EXTERIOR FIRE POUND MINERAL-SURFACED NOWMMIZATED CM SHEET GOMPLYIN6 NTH /ASTM D 3" EXPOSURE INGLUOIN6 A55E LIES 15%THE 6YP5UM PANEL.AND SHEATHING PRODUCTS R521b21 EXTERIOR NN70W5 AEb EXTERIOR 6LAZED DOOR A560BLY RfSiAR@ENTS: INSTATED OVER THE COMBUSTIBLE DECKING. LISTED IN THE&YP"' ASSOCIATION FIRE RESISTANCE DE5KN MANUAL. EXCEPTIONS:THE FOLLONN6 MATERIALS DO NOT REGIARE PROTECTION: EXTERIOR WN 5 RE AO EXTERIOR&LAZED DOOR/YBBLIES SHNl COMPLY NTH ONE OF I. SOLID MOOD RAFTER TAILS ON THE EXPOSED UD551DE OF ROOF EAVES THE F E CONSTRUCTED UCTED O HALT R52T33 ROOF VALLEYS: 1. BE CONSTRUCTED OF MILTPAE 6L.AZIN6 NTH A MINIMUM OF ONE TEMPERED PANE WH�E VALLEY FLASHING 15 INSTALLED,THE FLAHING SHALL BE NOT LESS THAN OOI9-INCH HAVING A MINIMCM NOMINAL DIMENSION OF 2 INCH. MEETING THE REWIREMENTS OF SECTION 2406 SAFETY 6LAZIN6,OR R �7 2. SOLID WOOD BLOCKING INSTALLED BETIHEEN RAFTER TAILS ON THE EXP05ED NO.26 SASE GALVANIZED SHEET GOWR510N-R�iISTANT METAL INSTALLED OVER NOT LE56 2. BE CONSTRUCTED OF 6LASi BLOCK UNITS,OR �"� -• UNDERSIDE OF OPEN ROOF EAVES FHAVIN6 A MINIMUM NOMANAL DIMBSION OF 2 THAN ONE LAYER OF MINIMUM 7Zf0UD MINERAL-SURFACED NONFERFORATED GAP SHEET 1NGIi. 3. HAVE AFIRE-Rr�ISTANGE RATING OF NOT LESS THAN 20 MINRES WEN 7151ID COMPLYING NTH ASTA D 5909,AT LEAST 96-INCH-NUDE PINTAS THE FULL LENGTH OF THE 3. &IDLE ETD OVERKN456 AND ROOF ASSEMBLY LY PRO.ECT10N5 BEYONDAN AC CCORDIN6 TO WPA 251,OR S ,> cz VAS' EXTERIOR WALL OTHER THAN AT THE LON R END OF THE RAFTER TAILS. 4. BE TOTED TO MST THE PERFORMANCE REWRE ENT5 OF 5PM STANDARD I2-IA-2. O LL R7273.4 ROOF 6UTTERi: 4. FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS. `y L A a LL ROOF 6URE-RS SHALL BE PROVIDED NTH THE MEANS TO PREVENT THE AC44MU ATION OF RS21b,2.2 STRUCTURAL 6LA55 VENEER, t I �� 9 LEAVES AMC)PEORI5 IN THE OU TER. THE HALL A55EBLY BEHIND STR ZTLIR&GLASS VENEER SHALL COMPLY NTH SECTION R52T.73 EENG05ED ROOF EAVES AD ROOF SAVE SOFFrM TFE E)0'OSED UDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER A SOX07-IN ROOF �• EAVE SOFFIT WTH A HORIZONTAL UNDERSIDE,OR SLOPING RAFTER TAILS NTH AN EXTERIOR cRL.R72Ib COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS,5HALL BE PROTECTED BY ONE EXIBRICIR DOORS, R VENTS OF f FOULONUSTIBLE MATERIAL. EXTERIOR DOORS 5HALL COMPLY NTH ONE OF THE F-OU-MN6: 1. I. THE EXTERIOR SURFACE OR CLADDIN&SHALL 5E OF NONCOMBUSTIBLE OR C 7 at R32761 61143M: 2. ONE LAYER MATERIAL. 2. 5HALL CONSWTIMTD OrSOLLDD CORE HOOD THAT COMPLY NTH THE FOLIDNN5 3. CO LAYER OF HE NDE TYPE X 6YHE R 5HEATHINSAJL APPLIED E611RD THE EXTERIOR MERE PROVIDED, RAFTER AF CM FOR FOR ENCLOSED NSSATTICS,ENCLOSED DIRECTLY SOFFIT COVBUN6 ON THE UNDERSIDE OF THE RAFTER TAUS OR SOFFIT. RESIIIREHNTS: ;m SPACES,ENCLOSED RAFTER SPACES FORMS WBE CELIMNf ARE APPLIED DIRECTLY TO 4. THE EXTERIOR PORTION OF A 14 OL1R FIR`R:515TVE EXTEIOR WALL A55EBLY 2.1. STLE5 AND RAILS SHHALL NOT BE LESS THAN 1 5/6 INCHES THICK. q THE UNDERSIDE OF ROOF RAFTERS,AND UNDERFLOOR VENTILATION SHALL BE IN APFLIED TO THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT INGLWIN5 ASSD43LIES 2-2.RAISED PANELS SFW1 NOT BE LESS THAN 1 1/4 INCHES THM EXCEPT FOR THE ACCORDANCE NTI4 SECTION 1205 OF THE CALIFORNIA BUILDING CODE AND SECTIONS R321b.1 ENO THE 6YP5UM PARE.AND 5IEATHIN5 PRODUCTS LISTED IN THE 6YP5UM EXTERIOR PERMITTER TER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE THROUGH 1021b3 OF THIS SECTION TO RESIST BUILDING 16NITON FROM THE INTRUSION OF A55XIATION FIR`_REIISTANCE DESIGN MANUAL. NOT LESS THAN 3/6 INCH THICK BU NINS EWERS AND FLAME THROJOH THE VENTILATION OPENNS5. 5. BOLD-IN ROOF EAVE SOFFIT AESE 13LIES MITI A HORIZONTAL UNDERSIDE THAT WET 3. 5HALL HAVE A FIRE-RESISTANCE RATIN6 OF NOT LE55 THAN 20 MINAM5 WEN TESTED \\ THE PERFORMANCE CRITERIA IN ACCORDANCE NTH THE TEST PROCMIRM SET FORTH AGCORDIN6 TO RFPA 252.4.SHALL BE TESTED TO MEET THE PERFORMANCE M C L. 32Ib2 Rf1iARE8T5, IN SFM STANDARD 12-7A3. RE4NAREMENNT5 OF SFM STANDARD 12-7A-1. R w vE.#ITILATION OFEUN65 FOR ENCLOSED ATTICS.D"5ED EAVE SOFFIT SPACES.ENCLOSED EXCEPTIONS:THE FOLLOWNK MATERIALS 170 NOT REWIRE PROTECTION: rr RAFTER SPACES FORMED WERE CEILIN65 ARE APPLIED DIRECTLY TO THE L DERSIOE OF I. &ABLE END OVERIUN6 AND 5 A ROOF ASSEMBLY PROJECTIONS BEYOND AN LRd ROOF RAFTERS,AND UNDERFLOOR VENTILATION OPE?NINSS SHALL BE FULLY COVERED NTH EXTERIOR HALL OTHER THAN AT THE LONER END OF THE RAFTER TAILS. GLAZINS IN EXTERIOR RIOR DOORS SHALL COMPLY NTH 5WT10N R87b2.I. � G METAL HIRE MffSH,VENTS,OTHER MATERIALS OR OTHER DEVICES THAT MEET THE FgLLONN6 2. FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS. z, REQUIREMENTS- 1.I. T 01451610N5 THE E OPENN55 THEREIN SHA EE A MINIMUM OF 1/16TH INCH AND �� 5HALL NOT EXCEED I/&TH INCH. R527.76 EXTERIOR PORCH MUN19f, 7 2. THE MATERIALS USED SHALL BE NONCOMBUSTIBLE.EXGEPFIONNENIS LOCATED UDER THE EXPOSED UNDERSIDE OF EXTERIOR PORCH 0EILIN65 SHALL BE PROTECTED BY ONE OF THE ROOF COVERING,ALONG THE RIME OF ROOFS,NTH THE EXPOSED SURFACE OF THE FOLLONN&: � L J L THE VENT COVERED BY NORGOMEII15nBLE HIRE MESH,MAY BE OF CONB1,511ME 1. NONCONB enaz MATERIAL. CRL.R527A MATERIALS. 2. ONE ER 16NITON-RE515TANF MATERIAL DECK I N6 r 3. THE MATERIALS USED SHALL EE CCWM0 4 RESISTANT. 5. O LAY OF 5/8-INCH TYPE X 6YP5UM' SHEATHNN&APPLIED BEHIND PC EXTERIORcc COVERING ON THE UNDERSIDE EXTERIOR OF THE CEILIN5. UR521.9J 6B8RAL: co L"� 4. THE EXTERIOR PORTION OF A I-HOUR FIRE RESISTIVE EXTERIOR WALL ASE@BLY THE WALKING SURFACE MATERIAL OF DECKS,PORCHES,BALCONIES AND STARS SHALL RN27b3 VERILATION CPBIN65 ON TE IADHNaIDE OF EAVES NO CORNICE, APPLIED TO THE UNDERSIDE OF THE GEILINB ASSS@BLY INCL VINE A55ETBLIES 051N6 COMPLY NTH THE REWIREETS OF THIS SECTION �• VENTS SHALL NOT FE UNSTINTED ON T}E UDERSIDE OF EAVES AND CORNICES. THE6YPFAM PANEL AND 94EAT MS PRODUCTS L15TD IN THE 6Y5RM ASSOCIATION ' h EXCEPTIONS,. FIRE RESISTANCE 0E51614 MANUAL. I. THE EIFORCIN6 ME NCY MAY ACCEPT OR APPROVE 5PE UAL EAVE AND CORNICE 5. PORCH CEILING ASSEMBLIES NTH A HORIZONTAL UNDERSIDE THAT MEET THE 1027.9]N8E RFCi11RED, VENTS THAT RESIST THE INIRSION OF FLAE AND BURNIN&EMBERS PERFORMANCE CRITERIA IN ACCORDANCE NTH THE TEST PROCEDURES SET FORTH IN THE WA.KIN6 SURFACE MATERIAL OF DECKS,PORCHES,EIALOONIES AND STAR5 5HALL 2. VENTS COIRYIN6 NTH THE REWIREM ENT5 OF SECTION 5527b.2 MAY BE INSTALLED Po ON SFM STANDARD 12-TA-3. COMPLY NTH THE REWIREENTS OF THIS SECTION WEN ANY PORTION OF SUCH 5URFACE 15 THE UNDERSIDE OF EAVES CORNICES IN ACCORDANCE HIS EITHER ONE OF THE EXCEPTION:ARGHITEGTURAL TRIM BOARDS. WITHIN 10 FEET OF THE BUILDING. F-OLLOWN6 OONDITIOMS: 21. THE ATTIC SPACE REIN&VENTILATION 15 FULLY PROTECTED BY AN AUTOMATIC R521.,113 DELKM SURFACES, XXXXX XXXXX FIE EXPOSED FLOOR FRlPJ5CUNDERSIDE OF SPRKKLER SYSTEM INSTALLED IN ACCORDANCE NTH SECTION 9093.1.1 OF THE THE WNJCIN6 SURFACE MATERIAL OF OFCCIU,FORCES,BALCONIES AND STAIRS SHALL BE CALIFORNIA BUILDING CODE OR A5 EXPOSED TENDS OVER OF A CANTILEVERED FLOOR 3E PROTECTOECTION MERE E FLOOR CON5TRIGTED NTH ONE OF THE FOLLOWN&MATBRIAS, Date: 00-00-15 AOLLOHN EXTENDS OVER AN EXTERIOR HALL SHILL BE PROTECTED BY ORE OF THE Z].THE EXTERIOR WALL COVEtIN6 Nb E)P05FD I1NbESIDE OF TE SAVE ARE OF F: 1. 16RnoN-RES15TANT MATERIAL THAT COMPLIES NTH THE PERFORMANCE RFYd1IREI-om NONCOMEWTIBLE MATERIAL,OR 04TION-4RE515TANF-MATERA S AS DETERMINED L IONY.OM EUSTIBLE MATERIAL. OF BOTH SW STANDARD I2-'IA-4 AND SFM STANDARD 12-7A-5. IN AGCCORDANGE NTH SPM STANDARD 12-IA-5 I6NTON4RESISTANT MATERIAL 2. EXTERIOR FIRE RETARDANT TREAT®WooO. REVISIONS 2. 16NITIOR#515TANF MATERIAL. AND THE VENT 15 LOCATED MORE THAN 12 FEET FROM A E ENDUED OR WALKING 5. NONCOM R611ME MATERIAL. SURFACE OF A DECK,PORCH,PATIO,OR SIMILAR SURFACE. 3. ONE LAYS OF 5/B-INCH TYPE%&THE FLOOR SHEATHING APPLIED BEHIND AN EXT3IOR 4. ANY MATERIAL THAT COMPLIES NTH TE PERFORMANCE REQ UIREM81T5 OF SFM COVERING ON TE LI N OF A 1 OF TE E PROTECTION. STANDARD [2-IA-4A NEN ATTACHED EXTERIOR WALL COVERN6 15 A50 EITHER 4. THE EXTERIOR PORTION ID A TETHER FIR:RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED ro THE UNDERSIDE of THE FLOOR flRO,ECnoN INGI.IDIN6 ASSEMBLIES u51N5 NOW424nn&-E OR I61noN-R%ISTANF MATERIAL. THE 6YPR M PANEL NO SHEATHING PRODUCTS LISTED IN THE 6YPSUM ASSOCIATION EXCEPTION;WALL MATERIAL MAY BE OF ANY MATERIAL THAT OTH 3&5E COMPLIES GRL. ES NTH THE R521.7 FIRE RESISTANCE DESIGN MANUAL NTMpERFOR4ANCE REGIARE MENT5 THIS CHAPTER WEN THE AS K E M NITS A CLASS B FLAME (SPREAD RATING. EXTERIOR GOVERI N(S 5. THE LWXICRITERIA IN O A FLOOR NTH TE TIONT15T FIRMEUR THAT FO THE PERFORMANCE AHA CRITERIA IN ACCCORDANCE WTi THE TEST PROGEDIIFLS SET FORTH IN SEMI STANDARD I2-IA-5. R72HT.I SCOPE: E%GEPTION:ARGHITECTURAL TRIM BOARDS. THE PROVISIONS OF TH15 SECTION 5HALL TAVERN THE MATERIALS NO CONSTRICTION METHODS USED TO RESIST BUILDING 16NITION AND/OR SAFESUARD AGAINST THE INTRUSION CRL.R32TJO OF FLAMESRESULTING FROM SMALL EMBER AND SHHOW-TEW DIRECT FLAME CONTACT IR52T.7D UDEtFLOOR PRorEcnaw ACCESSORY S 11\VG I V RES EXPOSURE. THE UWE RFLOOR AREA OF ELEVATED OR OVERHAN6NR6 WLDIN65 SHALL BE ENd.05ED TO - 6RADE IN ACCORDANCE NTH THE RFSiIAREENI5 OF THIS CHAPTER OR THE UDERSIDE OF THE EXPOSED UNDERFLOOR SHALL CONSIST OF ONE OF THE F-OLLOWINO: 6ENERAII - R527.T]6El3iAL, I. NONCCOMEJSnBLE MATERIAL ACCESSORY AND MISCELLANEOUS STRUCTURE5,OTHER THAN BUILDINGS COVERED BY EXTERIOR THE FOLLOWNS COVERINS MATERIALS AND/OR A55EELIES SHALL COMPLY NTH 2. 16NIT10N-RE5ISTANT'MATERIAL. SECTION R527.13,WHICH POSE A 5164FICMT EXTERIOR EXPOSURE HAZARD TO APPLICABLE THIS SECTION, 3. ONE LAYER OF 5/0-INCH TYPE X 6YPSU4 SHEATHING APPLIED BEHIND NI EXTERIOR EVILDIN65 DUWN6 WLOFIRM SHALL BE CONSTRUCTED TO CONFORM TO THE 16NITON I. EXTERIOR WALL COVERING MATERIAL. RESISTANCE REGIIAREENTS OF THIS SECTION ......_ 2. EXTERIOR WALL A55EBLY. COVERING IO PO PION OF E 14 R FLOOR 155TIV EXTERIOR 4. 7}E EXTERIOR PORTION OF A I-HOUR FIRE RESISTIVE EXTERIOR HALL ASSECBLY 5. EXTERIOR EXPOSED U DERSSIDE OF ROOF EAVE OVER4ANC{5. APPLIED TO THE UNDERSIDE OF THE FLOOR INCLUDING A55E�BLIES UNN&THE 6YP51M 4. EXTERIOR EXPOSED UNDERSIDE OF ROOF SAVE SOFFITS. PAN&AND SHEATHING PRODUCTS L15TED IN THE 6YP51M ASSOCIATION FIRE R321102 APPLICABILITY, S. EXPOSED UMA3ZPSIDE OF EXTERIOR PORCH CEILINSS. RESISTANCE C)M6N MANUAL. THE PROVISIONS OF THIS SECTION SHALL APPLY TO TRELLISES,AFWR5,PATIO COVERS, 6. EXTERIOR EXPOSED UNDERSIDE OF FLOOR PROJECTIONS. S. THE UNDERSIDE OF A FLOOR A55EBLY THAT MEETS THE PERFOR ANCE CRITERIA IN GARPORT5,6AZE805 AND SIMILAR STRUCTURES OF AN ACCESSORY OR MISCELLANEOUS 1. EXTERIOR UNDERFLOOR AREAS. ACCORDANCE NTH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A3. CHARACTER EXCEPTIONS: EXCEPTIONS: EXCEPTION:HEAVY-TIMBER STRUCTURAL COLUMNS AND BEAMS DO NOT REQUIRE I. DECKS SHALL COMPLY NTH THE REOIU H7T5 OF SECTION R251.9. I. EXTERIOR WALL ARCHITECTURAL TRIM EMBH.LISFtENIS,FA5GIA5,AND UTTERS. PROTECTION. 2. AWIN655 AND CANOPIES SHALL COMPLY NTH THE REQUIREMENTS OF SECTION 3105 OF 2. ROOF OR MALL TOP CORNICE PRO,FCTIONS AND SIMILAR ASSSEELIM. THE CALIFORNIA BUILDING CODE. 3. ROOF ASSSE13LY PROJECTIONS OVER 6ABLF END HA.L5. 4. SOLID WOOD RAFTER TAILS AND SOLID POW 5LOCCKIN6 INSTALLED BETYffN RAPIERS HAVING MINIMUM DIMENSIONS 2 INCH NOMINAL. RS21.71.9 UHAWVE OF APPBDA615 5. DECK WALKIN5 SURFACES 54ALL COMPLY NTH SECTION R321A ONLY. WEN REQUIRED BY THE ENFORGIN6 ME CY TE LHPER51DE OF OVERiAN61N6 APPETDA6M R•'12TJ03 INHERE RFlillftEfl, Pardee Homes SHALL BE ENCLOSED TO 6RADE IN ACCORDANCENTH THE REWIREElTS OF THIS CHAPTER ACCESSORY STRUCTURES SHALL COMPLY NTH THE RF1I11RBT8ff5 OF THIS SECT 1 R21.13 EXTEROR WALLS, OR THE UNDERSIDE OF THE EXPOSED Ub83i.0OR SEAL. CONSIST OF THE FOLLOWN6: THE EXTERIOR WALL COVERN6 OR WALL A55B4BLY SHALL COMPLY NTH ONE OF THE I. NONCOMEI5TIBLE MATERIAL. 0211031 F9LLONN51ELE11R3B1T5: 2. 16NITION-RESISTANT MATERIAL ATTACHED ACCESSORY STRUCTURES SHALL COMPLY NTH THE RFSiAREENTS OF THIS I. NONCCOMEU511BLE MATERIAL. 3. ONE LAYER OF WINCH TYPE X&YP5LM SHEATHING APPLIED BEHIND AN EXTERIOR SECTION. Z 16NMON-RE56TMr MATERIAL COVERING ON THE UNDERSIDE OF THE FLOOR PROTECTION 1250 CORONA POINTE COURT 5. HEAVY-TIMBER EXTERIOR WALL ASSEMBLY. 4. THE EXTERIOR PORTION OF A IHIOUR FIRE RESISTIVE EXTERIOR HALL A6684BLY APPLIED SUITE 600 $ 4. LOG WALL CONSTRUCTION A55EB1-Y. TO THE UDER50E OF THE FLOOR INCLUDING ASSEMBLIES U51N5 THE 6YP5UM PANEL AND R527J03.2: SHEATHING PRODUCTS LISTED IN THE GYPSUM A560CIAT0N FIRE RESISTAW-E DES16N Wa REWSED BY THE ENFORLIN5 A6EOY,DETACHED ACCESSORY STRUCTURES HTHIN 50 CORONA,CA 92879 5. WALL A55EMNLIM THAT FEET THE PERFORMANCE CRITERIA IN ACCORDANCE NTH THE MANUAL. FEET OF AN APPLICABLE EWLOIN6 SHALL COMPLY NTH THE REWIR3ENTS OF THI5 SECTION. PH:(951)428-4400 o TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET 5. THE UNDERSIDE OF A FLOOR ASSEMBLY THAT MffTS THE PERFORMANCE CRITERIA IN FORTH IN nOtSFM STANDARD HETALI. ACCORDANCE NTH THE TEST PROCEDURES SET FORTH IN SFM STANDARD I2-IA3. o EXCEPTIONS ANY OF THE FOLLOWING SHALL BE DEEMED TO MEET THE A�f_BBLY R72T.1SE REP BY THE05, PERFORMANCE CRITERIA AND INTENT OF TH15 SECTION: EXCEPTION;HEAVY-TIMBER G7RLGTUW.LOLIMS AND BEAMS Ob NOT REWIRE WEN REQURED BY THE EMFORLIMkS A6BNGY ACOE560RY STRUCTURES 9NALL BE 1.O LAYER OF 5/B-INCH TYPE X 6YP5UM SHEATHIN6 APPLIED BEAD THE E ONE CONSTRUCTED OF NONCOME15nBLE OR I6NmO%4RE; TS W'NV7EOAI15, AURA EXTERIOR WA RN5 OR CLADDING ON THE EXTERIOR 51DE OF THE FRAMING. . THE EXTERIOR PORTION OF A 1-HOUR FIRE RESISTIVE EXTERIOR WALL ��_- A5931 LY DE516NED. AT CANYON HILLS PA-21) 2.FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSBMBLIES U51N6 THE 6YP5M �----'- F,.�,T,.r•.:^' ' ' PANEL AND SHEATHING PRODUCTS LISTED IN THE 6YPSLM ASSOCIATION FIRE `._cs f.a''•� '' ..,1'-" •� RESISTANCE DESIGN MANUAL. •'�C'4'%D - „Gr'9 •,1 C.R.C. R327 EXTENDxT�ERTIOR �a ERN�i 5HALL EXT EXTERIOR HALL END wLL c FROM THE TOP of THE FOUNDATION TO THE - - EXTERIOR WILDFIRE RALL OOF,AND O TERMINATE AT OR IN ECAASE1 of ENCLOSED LOAD EAVES TTEER4��r RAFTERS AT r^ EXPOSURE NOTES " � ECIOSI.YE. - 9 G -3 JOB NUMBER: 023-15015 COPYRIGHT ©ROLLS BASSENIAN LAGONI ARCHITECTS CALIFORNIA GREEN BU I LD I NCv STANDARD5 GODS (GAL C REEN) (2015 CODES) * bR,Y S DN510N 4.1 DVISION 4.4 DIVI510H 45 DIVISION 4.5 40N 4.5 DIV uN h c PLANNING $ DESIGN MATERIAL ATION i FIG Y ENVIRONMENTAL QUALITY ENVIRONMENTAL QUALITY (CONTINED) ENVIRONMENTAL QUALITY rcarmHED) .' o 4.10E SITE PLANNING: 4.406 ENHANCED DURABILITY AND REDUCED 4.505 FIREPLACES 4.505 INTERIOR MOISTURE CONTROL M ACS D STORM WATER DRAINAGE L AD RETENON DL■ ✓ ^` MAINTENANCE 43o3J 6EERAL, TABLE 4.504.E 430.2 CONCRETE SLAB FOUINDATON, COMMON TS M o DEvELISTM RMIE MIHAN H IN ACRE OF SOIL AND ARE RE PART E,A LARGER ANY INSTAL ED OAS FIREPLACE L 19E A DIRECT-VENT SEALED COMBUSTION TYPE. ANY VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS''' CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE AVAPOR RETARDER BY THE CALIFORNIA 4.4C6J RODEIi PRDOFlN6, MANAGE PLAN OF TER DRAINAGE WHICH IN TOTAL TIRBS ONE ACRE OR MORE,SHALL ANNULAR SPACES AROUND PIPES,ELECTRIC CA&J-5,COlWIT5 OR OTHER OPEIIN65 IN SOLE INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY NTH U5.EPA PHASE II EMISSION Grams of VOC per Liter of Coating BUILDING CODE,CHAPTER 19 OR CONCRETE SLAB ON GROUND F1.001 REQUIRED TO HAVE A MANAGE STORM WATER GRANITE DURING ONE OON.IN ORDER O MANAGE STORM /BOTTOMt PLATE5 AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF LIMITS WERE APPLICABLE. WOODSTOVE5,PELLET 5TOVE5 AND FIREPLACES SWILL ALSO Less Water and Lass Exempt Compounds VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE,CHAPTER 5,SHALL A50 COMPLY WATER DRAINAGE DURING,CONSTRUCTION,ONE OR MORE OF THE FOLLOWING MEASURES E55 RODENTS 13Y CLOSIN SUCH OFBIN55 PITH CEMENT MORTAR,CONCRETE MASONRY OR COMPLY NTH APPLICABLE LOCH.ORDINAWX5. NTH THIS SECTION AND R T IMPLEMENTEDSOILOTON THE SITE. FLOODIN OF ADJACENT PROPERTY,PREVENT EROSION 54MILAR METHOD ACCEPTABLE TO THE ENFORCIN AGENCY. EFFECTIVE EFFECTIVE ND RETAIN SOIL RUNOFF ON THE SITE. COATING CATEGORY 1/1/2013 1/i/2012 I. RETENTION BASINS OF SUFFICIENT 5IZE SHALL EE UTILIZED TO RETAIN STORM HATER Flat coatuga 50 430521 CAPILLARY BREAK A CAPILLARY BREAM SHALL 1 E INSTALLED IN COMPLIANCE NTH AT LEAST ONE of Tic SITE. Nonnat-lines 1m FOLLOWN6 2.HNERE STORM HATE!15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM,COLLECTION 4.405 CONST'RUCTI ON WA5TE REDUCTION, 4.504 POLLUTANT CONTROL Nonnat-nigh glose watings ISO I. A 4-INCH(IOU5MN0 TICK BASE OF I/2 INCH(12.T4M1 OR LARGER GLEAN POINT,GUTTER OR SIMILAR DISPOSAL METHOD,WATER SHALL BE FILTERED BY USE OF DISPOSAL AND REGYGL I Nr5 4 041 COVERING of DUT OPENINGS,AIL"PROTECTION OF MEcxA.�AL EWPNE:DURING SPECIALTY COATINGS AG6RE6ATI?SHALL HI PROVIDED WITH C VAPOR BARRIER IN DIRECT CONTACT A BARRIER SYSTEM,WATTLE OR OTHER METHOD APPROVED By THE ENFORCING CgSTRCTION, Aluminum root ma9rgs 400 NTH CONCRETE AND A CONCRETE MIX DESIGN,WHICH HILL ADDRESS BLEEDING, co AGMPLY. IRECYZ ANDI SAUCE YMSIE OR REUSE A AT THE TIME OF ROUGH INSTAUAT10K DURING,STORAGE ON THE CONSTRUCTION SITE AND Basement speoefty coslm a RECYCLE AND/OR SALVAGE FOR RETE A MINIMUM OF 50 PERCENT OF THE NONHAZARDOUS US 9 ao0 5HRIW.AGE,AND OURLING,SHALL BE USED.FOR ADDITIONAL.INFORMATION,SEE ■ �� �' ,.r`L,5.COMPLIANCE NTH A LAWTA.LY ENACTED STORM WATER FVINA6EMElT ORDINATE. UNTIL FINAL STARTUP OF THE HEAT!,COOLIE AND VENTILATING EQUIPMENT,ALL DUCT AND enum�noue roor wetmgs sa CONSTRUCTION AND DEMMET A WASTE IN STRINGENT LOCAL NTH ENTER ON AND EMOL , AMERICAN CONCRETE INSTITUTE,ACI 502.2R-06. DYER RELATED AIR DISTRIBUTION COMPONENT OPBIN65 SHALL BE COVERED NTN TAPE, Rilummous roof pnmers 4J063 SURFACE DRAINAGE, 4.406E O2 4.408.4,OR hffT A MORE STRINGENT IACN.CONSTRUCTION AND DEMIOLTIION 350 2. DYER E71NNJ31T METHODS APPROVED BY THE EFORLIN AGENCY. m PLASTIC HE AMOUNT OR HATER METHODS APO ACCEPTABLE TO THE ENFTER THE S STEM.Y TO C7 WASTE MANAGEMENT ORDINANCE. Borg trackers 350 3. A SLAB DESIGN SPECIFIED BY A LICENSED DE516H PROFESSIONAL. s MANAGE SURF PLANS SHALL INDICATE HOW THE SITE GRANGE OR DRAINAGE SYSTEM HILL RIDOGE THE AMOMR OF WATER,0115T AND DEBRIS,N11MH MAY ENTER THE SYSTEM. MANAGE SURFACE HATER FL17W5 70 YATI32 FROM ENTERING,BUILDINGS.EXAMPLES OF EXCEPTIONS; conerete cunrq wmpouMe 350 O c� METHODS TO MANAGE SURFACE WATER NC I. EXCAVATED 50IL AND LAD-CI INE5 D®RI5. Conoralsrmesonry sealers: too 4505E M015TURE CONTENT OF BUILDING MATERIALS: � U. LIRE,BUT ARE HOT LIMITED TO,THE POLONN: 4304]MATERIALS MATERIAL POLLUTANT CONTROL, (N��) I. SWA.ES. 2. ALTERNATE I WASTE REDUCTION METHODS DEVELOPED BY E OF CO NTH LOCK Dnvaw.y sealers so HALL AN MATERIALS WITH VISIBLE NOT of HATER DAMAGE SHALL NOT M INSTNIM.EXCEED V� VJ AGENCIES IF DNHRSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE NTH FINISH MATERIALS SHALL COMPLY NTH T45 SECTOL 2.HATER COLLECTOR AND DSPo5AL SYSTEMS. Dry Tog wabnga 150 WN1 AND FLOOR FR/J41N 5HI/R.L NOT BE BND.OF.ED WEN THE FRAMING h1B•EfftS EXCCEED 5 FRENCH DRAINS THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE Faux 9mshn 14 PERCENT MOISTURE CONTENT.MOISTURE CONTENT SFHNL.BE VERIFIED IN COMPLIANCE NTH 450421 ADHESIVE.SFALAR9/JD MIRUICa a waargs 350 7Ff FO10WN:4.OTHER RETENTION SU R S MI THE ENE. ADHESIVES,SEALANTS AND CAULK5 USED ON THE PRO,EG7 SHALL MEET THE REQIIREFENP" Fire-.an.wahngs 350 c 5. 7H:ENFORCING,AGENCY MAY MAKE EXCEPTIONS TO THE RHAlIRE4ENT5 OF THIS I. MOISTURE CONTENT SHALL BE DETERMINED NTH EITHER A PROBE TYPE OR 5.OTHER WATER MEASURES ANKH KEEP SURFACE WATER AWAY FROM BULDIN65 AND OF THE FOLLOHON NANDARDS ISTR C MORE 51RIN6ENT LOCAL REGIONAL AIR POLLUTION Floor ooleass 100 SECTION OUNVA WEN ISOLATED V RSION FA ARE LOCATED IN AREAS BEYOND 71E HAUL CONTACT MOISTURE hETER CiA1NNJ3NR MOISTURE VERIFICATION METHODS MAY NNNNNNN� ■AID IN 6ROUNOMATER RECHARGE. OR AIR Q1A.Itt MANAGEMENT DISTRICT RUES APPLY: Fomt-release compounds 25g r BOIARDMIFS OF THE DIVERSION FACILITY. APPROVED BY THE EFORMIN AGENCY AND SHALL SATISFY REQUIREMENTS I. 5E&AN E5,ADHESIVES PRIMERS. AND BONDIN PRIMERS,ADHESIVES MT14 PRIMERS,SEALANT, Graphic ens wa6tge(sign pains) 600 FOUR IN SECTION TOLD of THIS CODE. Cry H' 4.4061 COSTaDTO K46T E MANAGEMENT PLAN SEALANT PRIMERS,AND CN.LKS SHALL COMPLY NTH LOCAL OR RE610NN.AIR High temperature wOngs 420 2. MOISTURE READIN65 SHALL BE TAKEN AT A PONE 2 FEET(6I0 Nq TO 4 FEET Z POLLUTION CONTROL OR AR QUALITY MANAGEMENT 015TPJGT RUES WERE Indualml maintenanw wati" (1219 MN4)FROM THE GRADE STAFFED END OF EACH PIECE TO BE VERIFIED. SUBMIT A CONSTRUCTION W6TE MANAGEMENT PLAN IN E NTH ITB45 I THROUGH 9= 250 _ DIVISION APPLICABLE AS OR SCAOM.SUCRUIXH RO UCTVOr LIMITS,AS SIOHN IN TABLE 4504.1 OR Low solds wan 5. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PEN-FORMED ON HALL 5.THE CONSTRUCTION WASTE MANA6B4Bh'PLAN SFWl BE UPDATED A$MEGE55ARY AND Tree Izo 43 SHALL BE AVAILABLE DURIN CONSTRUCTION FOR EXAMINATION BY THE ENFORCING,AGENCY. 45042,AS APPLICABLE.SOGH PRODUCTS N50 SEAL COMPLY NTH RULE IWS Magnates cement webres 450 AND FLOOR FRAMING WITH DOCUMENTATION ACO�TABLE TO THE ENFORCING WATER EFFIGENGY AND CONSERVATION I. IDENTIFY THE CONSTRUCTION AND OB40LITION Y45TE MATERIAS TO DIVERTED PROHIBITION ON THE USE OF CERTAIN TOXIC,COMPOUNDS(CHLOROFORM,ETHYLENE Maetic tadure walmgs 100 AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCASE THE WAIL ND FROM DISPOSAL BY RECYCLING,IREGE ON THE PROJECT OR SALVAGE FOR D ICHLOR E,METHYLENE E CHLORIDE,AEROSOL PRCIYLEE AND Melalle:plgmam o watngs Soo FLOOR FRAMING.„ MORE USE OR SALE. TRIGHOROETHYLBF�,EXCEPT FOR/ERD50L PRODUCTS,AS SPECIFIED IN .� 4.5a5 INDOOR WATER USE: 2. SPECIFY IF CONSTRUCTION AND PD40LITION WASTE MATERIALS WILL BE SORTED 5O95EOTION 2 BELON a aI re err W wings pd�m ezo IMLUAnoN PRODUCTS NNIMH ME V S BLr NET OR HAVE A HIGH MOISTURE CONTENT sHWl cc RJ6EW FIMU S(WATER QDSEm AD URINAL-5)AND FITiNY5(FAKET5 AND SILO 8t1EADrS)EHALL ON-5ITE(SOURCE-SEPARATED)OR BUIC MI)®(SINGLE STREAM). 2. AEROSOL ADHESIVES,AND SMALLER UNIT 54ZE5 OF ADIE5NE5,AND SEALANT OR - cohn.Y NTH THE FOl10WNS 3. IDENTIFY DIVERSION FACILITIES H4BlE THE CONEiTRUGTION AND Pe4OLTION CAULKING COMPOIAV5 ON UNITS OF PRODUCT,LESS PACKAFiIN6,YIHCH Do NOT Nnn,nrs,sealers,and undermelers 100 BE REPLACED OR ALOYEJ TO DRY PRIOR TO DK40 TIE IN WALL OR FLOOR CAVITIES. M 13� YET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANIPACTIRIRS'DRYLN U 12e."t-penelreing sealers 350 ■ W WENTI MATERIAL HILL BE TAKES HE6H MORE THAN PQATE AND DO NOT CONSIST OF MORE R R I6 FUND OUNCES) Recycled watings 250 RECOMMENDATIONS PRIOR 70 BNMLO51N6. s SHALL COMPLY NTH srATEWIDE Hoc srAMaMtDS AND OTHER REQIIREMENFS, 919LL MAW VOL 4. CON IDENTIFY CONSTRUCTION METHODS EMPLOYED A REDUCE THE ANOINT OF INCLUDING PROM13MON5 ON USE OF CERTAIN TOXIC COMPOUNDS,OF CALIFORNIA Roof wahrge 50 W THE EF7:LTNE FttdH vauE of ALL HAT@t c1D5Em slVR1 IIOf F!O®17D 6ANLOIG PER RUraL CONSTRUCTION AND DEMOLITION YASTE GENERATED. c TANK-TYP13ATlR CLOSEM SHALL BE CERTIFIED TO THE P19FORMA1GE CRITERIA OF THE U5.EPA HATEC96E 5. SPECIFY THAT THE AMOUNT OF CCON 571ZZTION AND OEOLITION HASTE MATERIALS CODE OF REGULATIONS,TITLE IT,COMMENCING,NTH SECTION 445M. Russ pmventahve wa@gs 400 250 4.506 INDOOR AIR QUALITY AND EXHAUST ICU 5PFLFKATION FOR TANG-TYPE TOILETS. DIVERTED SHALL BE CALCULATED BY HEIGHT OR VOLUME,BUT NOT BY BOTH. shallacs 4506J BA7IROOM E)OAIST FANS, NOTE,Te ETFLTIVE RUSH!VOLUME OF PAL MGM TOILETS 15 DEN®AS 1HE COHPDSII�AVERAGE PUSH 430412 PANT A10 MOATIN65 Clear EAMHH BATHROOM SEAL BE FTCFIANOALLY VENTILATED AND SMALL COMPLY NTH THE z vauae of 1Ytl REP$T1 PJB A0 ae FULL R BI. 4.4WS W61E MANAGEMENT COMPANY, ARCHITECTURAL PANT AND COATINGS SHALL COMPLY NTH VOC LIMITS IN TABLE I OF THE Opaque 550 ARB ARCHIT GTRAL 9116SERTED CONTRDL FOJC)1. +C++ ■� PROM A HASTE BLE DOCUMENTATION COMPANY,APPROVED BY THE ENFORCES AGENCY,WHOH CM N'EA CON AG, LIMIT IN FOR INSS THAT T DO spaoatry primers,sealerm end untletwamrm 350 tnn I. FANS SEW.BE ENERGY STAR COMPLIANT Mb�DOTTED TO TERMINATE Ka THE EPFECTNE RUSH Hoax-E of I.RNALS SHWA NOT Ere®oa BAILORS Mae RJNSHU PROVIDE vEUF1AEY-E DOCIA�EN'rATON THAT THE PERCENTAGE OF COMSTRI.GnoN AND MORE STRINGENT LOCAL LIMITS APPLY.THE VOC CONTENT LIMIT FOR CAATN65 THAT DO NOT stains 25o OUTSIDE THE RAIDING. T _ __ OD40LITION HASTE MATERIAL DIVERTED FROM TH'.LANDFILL COMPILES NTH SECTION MEET THE PFINIT06 FOR THE SPECIALTY COATINGS CAT 60RIM LISTED IN TABLE 43043 stone comial eons 450 2. UNLESS FANCT10i A6 A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, IiiJ µrt 4.408.L. SHALL BE DETERMINED BY CLASSIFYING THE COATING AS FLIT,NOWLAT OR NQFLAT-I6H swtmmnre pool wns FANS N415T BF CONTROLLED BY A HUMIDITY CONTROL. � r GLOSS MOAT!,EASED ON ITS 61.055,A5 DEFINED IN SiA35CGTbNS 421,436,AND 4310E A HUMIDITY CONrROL5 SHALL 13E CAPABLE OF ADJUSTMENT BETEEN A SHDYEaEADS SIhW.HAVE A MAIOMM ROW RAT:OF NOT ROTE TNW 2D EvW1AB NOTE:THE OY4ER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE THE 2007 CALFOW6A AIR RESSOURCES BOARD,SU660TED CONTROL MEASURE,AND THE g s 100 � Mae PANE AT e0 M.Sl ATION FOR VM CERiIF®To M PeaowIANCE CFIIEOA of THE us. CONSTRUCTION AND DEMOLITION HASTE MATERIALS HILL BE DIVERTED BY A HASTE Tut and the narrom coatings 420 aArATI0T5ElY sPFDFKAiION FOR '' CORRESPONDING FAT,NOFLAT OR NONFLAT-HIGH 6L05S VOC LIMIT IN TABLE 43043 A HUMIDITY CONTROL RANGE OF N SO PERCENT TO T MAXIMUM M A 80 PERCENT. W- wxw+ AOs WtVM OW Soft, MANAGEMENT COMPANY. SHALL APPLY. watarvrootne mernbranas 460 A MMDtt CONTROL MAY UTILIZE MMUAL OR AUTOMATIC MEANS OF G:I ADUMIDMEN7. WEN A SHUMER Is 9Btv7'D BY H10rE TVRI ONE SNOYN34EAD,THE COMM ROW RATE OF ALL 4.40D.4 WASTE STREAM REDIlL110N ALTERNATIVE Altl, woos waetga 275 B.A HUMIDITY CONTROL MAY BE A SEPARATE cOMPotElf TO 7}E EXHAU-T FAN �ca sac N 500HER EAos A V/OR OTHER SII01•Et OmETS CONTROLLED BY A SNF,LE VALVE SHALL NOT EWA W 2D 43042E AEROW PAINTS,AND lAATING5, wood praservanvas AND IS NOT REQNRED TO BE INTEGRAL(I.E.SALT-IN. PROJECTS THAT GENERATE A TOTAL COMBINED HEIGHT O"CONSTRUCTION AND DEMOLITION S3•i0 6A1O16 Pet MINUTE AT W P51,OR THE 5Ng6t SHALL ff DE5161®r0 AlOYlOILY QE SHNOIBt oUIIET To IN SE CAL PANTS AND CA D OTHER SHALL MtffT THE PRODUCT YER H IBM MIRON LINTS FOR ROC z,nc-ncn pnmere 340 �i•; UE N o HWIMPON D A TIME. WASTE DISPOSED OF IN LANDFILLS,MEET WHICH INI NOT PERM TWO(2)L85.PER SGUHASTE FOOT IN SECTION 94522iAY5)Nb OTFQ!RHi1NE•ENf5,INCLUDDIN PROHIBITIONS ON USE OF I. FOR THE PURPOSES OF T 15 SECT NOTE,A xr,WLINO 5HIa6t sIW1 eE carPApl�A SHIOMeaEAD. OF IR BUNGING AREA N 4.40.1. THE MINIMUM 50 PERCENT CONSTRUCTION WAIST: 1 crams per VON per Inar of waling,umouldsnless water and Includinglisted exempt wuent oo s ION,A BATHROOM 15 A ROOM YHIGNH CONTAINS A REQI1REEitT IN SECTION 4.408.1. CERTAIN TOXIC COMPOUNDS AMID OZONE DEPLETING,SUBSTANCES,IN SECTION 9452NGA'2)AND 2 The sveaned limns remain m eflacl unNro revbed Imes are listed m aueaequmt cnumns in mw BATHES,SHOVER,OR TUBF}OYER COMBINATION. (100 OF CALIFOR41A MODE OF RE6ULATIANS,TITLE IT,commENLIN NTH SECTION 114520; table 2. LIGHTING,INTEGRAL TO THE BATHROOM EXHAUST FA45 SHALL COMPLY NTH THE THE 3 Values in his Table am danved from those specified by the California Ali Rearmoes Boam, CALIFORNIA ENERGY CODE. HvOaNN+FLOW RAre oP LA VATORY AVAroRr F/RCtT9 51VRL NOT Erc®IS SAJDIe PER WIWfE AT 4.408E IXXLAENTATIOU IN AREAS UNDER THE JURISDICTION OF AIR QUALItt MANAGEMENTDI5IROT 60 PSI.TIE MINIMUM ROW RATE OF REY.mEmA.LAVATORY FACETS SHALL NOT BE LE56 THAN OD 6AJ.ON5 DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING,AGENCY WHICH DE4ON5TRATE5 ADDITONALLY COMPLY NTH THE PERCENT VOC IOH BY YET OF PRODUCT LIMITS OFArondootural coatings su hoer the Air Resources Boom Ietl Control Measure 20,February 1, 0E Mmemha m than,s-hibla ���������� PBe MNXfE AT 20 PSI. COMPLIANCE NTH SECTION 4.4062,ITEMS I THROUGH 5,5ECTON 4.4083 OR SECTION RESU.AITION H,RULE 49. 4.40e.4. 4.50? ENVIRONMENTAL COMFORT NOTES: 430424 YOUPICATONU Date: 00-00L1 S THE MWIS O ROW RATE OF LAVATORY A_1 N6TAlLm N COMMON X AND 03 S USE S AREAS(O UTIE A OF 4301]HEATH►5 AMID NR<QDITIONRb SYSTEM 0 5" 0143LNI45 OR AEBNIG INNIY,)N RFSIOB/r1A1 eULDlx55 SHALL Hlor EXCEED Os 6ALJ.OIb PER NNIfE AT 60 SAMPLE FORMS FCL/b IN'A GUIDE TO THE CALIFORNIA fiRf$I BUILDING VERIFIOATON OF COMPLIANCE NTH THIS SECTION SHALL BE PRWIDED AT TIE RLYA1CSr OF 4504E CARPER SYSTEKr. STADARD5 CODE( iIDENTAU'LOCATD AT W'YNHMDDAGOJY.AL6REBNMML THE ENFORCING AGENCY.DO0R8NTATION MAY INCLUDE,BUT 15 NOT LIMITED TO,THE ALL CARPET INSTALLED IN THE BUILDING,INTERIOR SHALL MEET THE TF5TN6 AND FRDOU(T TEAT!AMID AR CODITONIN6 5Y5TE1Si SHALL BE SIZED,DESIGNED AND HAVE TER MAY BE USED TO ASSIST IN D0004MNS COMPLIANCE HITH THIS SECTION. FOLOWING: IREOUREEf15 OF ONE OF THE FOLLOWNG 5QUIPMEfNT SEI TD USING THE F-OLLOYNN METHODS: REVISIONS 47031{D 1liE1N4 FNC21S I. MANUFACTURERS PRODUCT SPECIFICATION. I. CARPET AND RL5 INSTITUTES GREEN LADE PW5 PROSRM4. I. THE HEAT LOBO AND HEAT GAIN 15 ESTABLISHEDAMCORDIN5 TO AWWACGA 2 2. MU®LONSIRUMTON AND DEMOLITON DEBRIS(GiD)PROLF55AR5 GAIN SOGAT® 2. MELD VERIFOATON OF ON-SITE PROpKT CIDNTANLiUs. MAWN..F2004 RESIDENTIAL LOAD CALCULATION) ASFRAE HANDBOOK'OR HETEONTx F GALLONS PER cyan®N RCLDEINN.BLOATS SHALL Itlr IDflIVEt MfJ1E AT THE CALIFORNIADEPARTMENT O'RESOURCES RECYCLING AND RECOVERY 2. CALIFORNIA DEPART ENT OF PUBLIC HEALTH,STANDMID METOD FOR THE TE5TIN6 THAN o2s 6ALOIG r+ae ereLE AND EVALUATION OF VOLATILE ORGANIC CFENOA.EMISSIONS FROM INDOOR OTHER ECIUNALENT DESIGN SOFTWARE OR METHODS. (CALRBCYCLE. SOURCES USING ENVIRONMENTAL CCHAMBBtS,'VERSION 1.1,FEBRUARY 2015(ALSO 2. DUCT SYSTEMS ARE SIZED AGCOli TO ANSI/ALGA I MANUAL D-200R TABLE 4.504.1 KNOM AS SPECIFICATION 01550) IRESIDEN IA.DUCT SYSTEMS),A'%RAE HACBOOK5 OR OTHER EQUIVALENT - TIE H KITCHEN FX M ATE OF KRQ@I INEWA5 SHE Nor FILET HL MAXIMUM PEE MOVIE N AT 60 P51. D�1 50FTHARE OR METHODS. GALL TIER H WAY TEMPORARILYMUST SEULTRdR ABOVE THEFOMRAE RATE BUT NOT TOFE MNrr 22 4.410 BUILDING MAINTENANCE AND OPERATION ADHESIVE VOC Compounds 5. HSF/AINSII40AT THE GOLD IJ=YH.. 6ALA16 PEx MNIR AT 60 P51,AIO MST oSALLT TO A MVOMN FT.ON RATE of ID GAUPS PER MUTE AT Less Water and Lose Exempt Compounds in Grams per Liter 4. SCIENTIFIC CERTFICATIOh5 SYSTEM45 INDOt7ft ADVANTAGE GOLD. 9. SELECT0HEATING,AM COOLIE TQAPMEIT ACOORDIN TO AWALENT 5 MAW!. 60 P5. 4.4IO.1 OPERATION AND MAINTENANCE MANUAL. 5-2004(�ISbBInAL EQAPhENT SUEYCTIONI OR OT}Bt EQUNAL@fT DESIGN NOTE,WEIE GOMLYMS FACETS ARE UNAVAILABLE AERATORS AT THE TIME OF FINAL INSPECTION,A MANUAL,COMPACT 01%,WD-BAGGED REFERENCE OR ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT 4LL CAR CARPET ION INSTALLED SGF'TV4RE OR ALTERNATE OR ONBt MEANS ICY�USED To ACHIEVE 18JIGTIOII OTHER MEDIA ACCEPTABLE TO THE EIFORCIMS AGENCY WNIMH ITCLIDES ALL OF THE IMwr carpet eana:ivea 5o ALL CARPET ELU>♦NON INSTAL®IN THE BUILDING INTERIOR SHALL MffT THE REQARE4L15 EXLEPTIOL USE O ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE FOLLOWING SHALL BE PLACED IN THE BUILDING: Carpet pad adheewas 50 O-THE CARPET AND RIS INSTATE GREEN LABEL PR06RW SYSTEMS RUCTION ARE A&CBITABLE. I. DIRECTIONS TO THE COINER OR OCO PANT THAT THE MANUAL SHALL REMAIN PITH Outdoor carpet adhomms 150 4.504 OUTDOOR WATER USE: THE BUILDING TROUGOUT THE LIFE CYCLE O THE 5TRULTRE. Wood flooding adiumve Igo 4304 L2 CARPET 5Y5TEM5,2. OPERATION AND MAINTENANCE INIRIMTIOS FOR THE FOU MN6: Rubber floor aehaswes 60 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4504.1. CHAPTER T EQUIPMENT ID A UIPMENT A APPLIANCES,INCLUDING,WATER SAVING DEMC45 AND SYSTEMS, Subnpor adhesives 50 AUER IN$T 1 SPEGI I OR IPIGATIONS _ AUTOMATIC IRRIGATION SYSTEM CONTROLLERRS FOR LANDSCAPING PROVIDED BY THE WAC SYSTEMS ER,HAT HEATING SYSTEMS AND OTHER MAJOR APPLIANCES ceramic tiN adhaawea 4304.4 RE51LENf FLOORING SYSTEMS, BUILD AND INSTALL®AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE MD Eu711PMElf. VCT and asphalt s5 IN.adhesNes so WERRE F151L3NT FLOORING 15 INSTALLED,AT LEAST 50 PERCENT OF FLOOR AREA RECEMN 'f02 DUAL I F I GATI ONS FOLLOWING: B.ROOF AND YARD DRA I. CONTROLLERS SHALL BE HEATHER OR SOIL MOISTURE BASED CONTROLLERS THAT RAGE'INCLIDIN 611TIER5 AND DOHtSP011f5. Drywall and panel adhesives !RESILIENT FLOORING SW4.1.COMPLY NTH ONE OR MORE OF THE FgJ.0Y1N: C.SPACE COOITONIN SYSTEMS,IWAUVIN CONDENSERS,MD AR FILTERS. 50 7021 INSTALLER 7RAWN6: AUTOMATICALLY AC4DITTO T IR IANSIE0N IN RESPONSE TO ATLASES IN PLAITS'NEEDS Cova bate adhamyes 50 I. VOC EM155ION LIMITS DEFINED IN THE COLLABORATIVE FOR H16H PERFORMANCE D.LANDSCAPE IRRI6A710N SYSTEMS. HVAG SYSTEM INSTALL(3R5 SHALL BE TRAINED AHD CERTIFIED IN THE PROPEL INSTALLATION /6 HEATHER MDNDNTIOS CHANGE. E.WATER REUSE SYSTEMS. Multipurpose wr.twhon adnaeivas 70 OF WAC SYSTEMS INCLUDING DWT5 AND EQAPHW BY A!ATONALLY OR REGIONALLY 2. HEATER-BASED CONTROLLERS WTiOUT INTEGRAL RAN SENSORS OR strocwml laang adhesives 5CHHLOL-S(GIPS)HIGH PERFORMANCE PRODUCTS DATABASE. 5. INFORMATION FROM LOCAL UTILITY,WATER AND WASTE RECOVERY PROVIDERS ON 9 Tog 2. PRODUCTS COMPLIANT NTH CAPS CRITERIA CERTIFIED UNDER THE 6R�75UARD REL06MZEP TRANN6 OR CERTIFICATION PROGRAM. UCERTIflED PERSONS MAY PERFORM LOMf1ANICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL 5HWL HAVE A METHODS TO F.RTER REDUCE RESOURCE COSUMPTION,IW"IN RECYCLE Singlwply mof membrane amen- 250 CHILDREN A SCHOOLS PROGRAM. WAC INSTALLATIONS WEN U OM THE DIRECT SUPERVISION AND RE5PON51BLITY O A SEPARATE HIRED OR HIRM255 WAN SENSOR WHICH C0NEOT5 OR COMMUNICATES PROGRAMS AND LOCATIONS. ONar adhesives not specfflcaly listed 50 PBZ50N TRAINED AND CERTIFIED TO INSTAL WAC 5Y5TEM5 OR CONTRACTOR LICENSED TO 5. CERTIFICATION UNDER THE RE51LIENT FLOOR COVERING,INSTITUTE MI) NTH THE CONIROLLER(5).501E M015TARE-BASED CONTROLLERS ARE NOT 4. HSLIC TRAEFORATION AND/OR CARPOOL OPTIOS AVAILABLE IN THE AREA SPECIALTY APPLICATIONS FLOG SSCORE PROGRAM INSTAL WAC SYSTEMS. EXAMPLES O ACCEPTABLE WAC TRAINING AND CERTIFICATION REOURED TO HAVE RAIN SENSOR INPUT. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTE-MOR RELATIVE PVC weldirg 510 4. MEET THE DEPARTMENT OF PLBLIL HEALTH,STANDARD METHOD FOR THE PR06RAM5 INCLUDE EUT ARE NOT LIMITED TO THE FOLLOWING, NOTE:MORE INFORMATION REGARDING IRRI6ATON CONTROLLER PUNMTION AND HUMIDITY BEPNTE E N 30-60 PE AW AND MAT METHIODS M OCCUPANT MAY USE CPVC weld mg 49g TESTES CA EVALUATIONCALIFORNIANIADE A MENTT FPUBLIC,ORGANIC LTH,ST 1T11551015 HODFRO 1. STATE CERMIM APPRENTICESHIP PROGRAMS SHPFCIFCATIOLS IS AVAILABLE FROM THE IRRIGATION ASSOCIATION. TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. ABS welding 325 INDOOR 50URECES U51NG ENVIROM3NTA.OIMEECS;V13RSION ICI,FEBRIARY 2O5 2. PUBLIC UTILITY TRAINING PR06RAMG 6. INFORMATION ABOUT HATER-0ONSER✓IN6 LANDSCAPE AND IRRIGATION DE516N Plash.cement welding 260 INDOO(ALSO SOUR ES USINGSPECI NVIRON ENTA) 5. TRAINING PROGRAMS SPONSORED BY TRADE,LABOR OR STATE-HIDE EERGY AND CONTROLLERS MICH CONSIRVE HATER.T. INSTRUCTIONS CONSULTING,OR VERIFICATION ORGANIZATIONS MAI AININSN6 GUTfHRS Alb DOYPSPOUTS AMID Tf IMPORTANCE Adnesivc pnmer for elastic 550 4. PROGRAMS SPON50FW MANUFA67 RIN ORGANIZATIONS contact stnne.. s0 45045 COMPOSITE HOOD PRODUCTS, �ww O DIVERTING,HATER AT LEAST 5 FEET AWAY FOR THE FOUNDATION. 5. OTHER PRD6RAM5 ACC�TABLE TO THE EtFDRGIN AGENCY �r Homes 6. INFORMATION ON REHIRED ROUTINE MIMURA,"MEA-SURr5,INCLUDING,BUT Speael purpose roman adhesive P50 HARDHOOD PLYWOOD,PARTICLE BOARD ND MEDIUM DENSITY FIBERBOARD COMPOSITE shbotu al wood member sdneswe 440 WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR O THE BALDING SHALT.ME:T TE E NOT LIMITED T0,OUT STAT SOLPAINAN6,ENERGY AN WORN THE BUILDING,LTG. MEN SPECIAL BY THE 0N4 9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE FAO-GRAMS Top and Irhn aansewe RISC � FOR FORMALDEHYDE A5 SPECIFIED IN AR85 AIR TO%IC5 CONTROL MEASURE MEN p�RED BY THE BFOIRCIN AGENCY,TIE OYIER OR THE RCSPONSIBLE ENTtt _ AVAILABLE. SUBSTRATE SPECIFIC APPLICATIONS FOR COMPOSITE HOOD 07 CGR 43120 ET 5E0),BY OR BEFORE THE DATES SPECIFIED IN ACTIN AS THE OHER5 AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO 10. A COPY OF AL.SPECIAL INSPECTIONS VERIFICATIONS REQUIRED BY THE Metal to meld 30 THOSE SECTIONS,AS SHOWN IN TABLE 43043. PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO 5115TANTATE COMPLIANCE NTH THIS w ENFORCING,AGENCY OR T 15 CODE. Plastic roams 50 CODE.5PE UAL I A-eTORS SHALL DEMONSTRATE COMPETE CE TO THE SATISFACTION GF 1250 CORONA POINTE COURT 4ERJFIC T10NDXA Or OM LI PROVIDED AS MOLESTED 13Y Porous material(except wwa) 50 COMPLIANCE _ THE ENFORCING,AGENCY FOR THE PARTICU.AR TYPE OF INSPECTION OR TASK TO BE Wood PERFORMED.N ADDITION To OTHER MERTIFIGATIoNS OR ClUA.IFICATIOS ACCEPTABLE To SUITE 600 Fiberglass THE FIENFORCIN AGEJGY I DOCUMENTATON SHNL INCLUDE AT LEAST ONE OF FOLLOWN: THE ENFORCIN AGENCY,THE FOLLONN5 CERTIMATION,OR MICATIC)i BE w 2879 I. PRODUCT CERTIPOATIONS NO SPECIFICATIONS. CORONA, 28 9400 CONSIDERED INE B1'OR:ENFORCING AGENCY WEN EVALUATE THE QJN.IFOATIONS OF A PH:951 4284400 0 1 If..aeneeive a used m Cone dasmear aubetretee together,Inc sdheswe with the ngnssl Hoc 2. LEAN OF CUSTODY eeR1FIOAITIONS. SPEMIN.INSPECTOR: ( ) content shall mellowed 3. PRODUCT LABELED Nb IWOICW A5 M EEnN&THE COMPOSITE WOOD PRODUCTS SRRMI BALDING PROGRAM O2 STANDARD ° 2 For adamomi mmmminn regard, motls to measure the VOC wntent s I. CERTIFICATION IFEIO�ATION B1'A NATIONAL OR REGIONAL. l o. regarding me permed m this table. RESUATON(SEE NCR,TITLE TI,SECTION 43120,ET 5EQ) . sea South Coast Ar Quality Management District Rule 116E 4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING,THE PSI OR P-2 STANDARDS OF 2. CERTIFCATAN BY A STAT`WE ENERGY CONSAIt`IING OR VHRPICATON-ORSANIZATO, THE ENFiIN@RED HbAo A55alAT0N,THE AUSrRALIM A5MZ5 2269 OR ERDPEAN SUCH AG,HERS RAti DI)1LDIN6 PERFOR4ANCP,ZN�dRA(>T ? j •E IENMY AURA 65655 STANDARDS. ADITORS. 5. OTHER METHODS ACCEPTABLE TO THE ENFORCING,AGENCY. 5. SUCLf5T19A. 71?LETR�MLOF A THRD PARTY? 'NRNW1'YRA R9, 5RA1 IN THE TABLE 4.504.2 APPROPRIA ,..-,;,, P6,c t• AT CANYON HILLS PA-2D SEALANT VOC LIMB ��F� Lass Water and Less Exempt Compounds In Grams par Liter NOTES: TO THE EFORCNG�AGENMY.4. ,; j31TABE SEALANTS CURRENT VOC LIMIT TABLE 4504.5 I.SPECIALINSPEGTOKS'SANS_BEIDEPEDENTETITESi.WTNTNJFINANCIA.INTERESTINTHE CAL GREEN A.heectuml 250 FORMALDEHYDE LIMITS' MATERIALS OR THE PRO..�GGT THEY ARE INSPECTING FOR CO MIMNCE HITH TH15 CODE. Maine deal 760 2.HERS RATERS ARB':.PELb1L ISPFLTORS CERTIFIED BY THE CALIFORNIA E EI Nonmembmne root 300 Maximum formaldehyde emmisions in parts per million COMMISSION(GEL)TO RATE TOMES IN CALIFORNIA ACEAFDIN TO THE HOME ENERGY RATING PRODUCT CURRENT LIMIT CALIFORNIA GREEN Roadway 250 Hardwood! 51'T� )' single-py mot membrane 450 BUILDING STANDARDS Hardwood ply-ol o mpoelle wre 008 MEN OWER5 AGENT SFW1 EMPLOY ONE OR MORE SPECIAL INSPWTOR5 TO Other 420 Partite hoed 0 09 PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUB5TANTATE COMPLIANCE NTH TH5 CODE SEALANT PRIMERS Medium denety Rberboad 011 MODE, Porous mrel Thinmediumdensely R am mm,den, s,,B GC-1 Nonporous 250 TO51 DtOGA•BNTATIOW o Porous 775 1 Values m Inc table ere denvse hoer those apecNad by the California An Rewuross Board,Air DOCUMENTATION USED TO MW COMPLIANCE wTH THIS CODE SEAL.INCLUDE BUT 5 NOT 'n MatliRed btuminws 500 Toxins Control Measures for Compwee Wwtl as listed to acwde 17,withSeo ASTAN E13396(2002) LIMITED TO,MOISTRI.OTION DOCUM Eli ,PLA1S,SPECIFICATIONS,BUILDER OR!STALER For atltldiwal inbmelmn,see Cahlomm Code of Regulations, Name tledt egu a una,Title 17,Sectiws 93120!rough 760 9312012 CERTIFICATION,INSPECTION REPORTS,OR OTHER METHODS,ACCEPTABLE TO THE ENFORCING omer 750 2 Thin medium daintily nberbud has a maximum lmclmeas of 5116 INCH AGENCY MICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. JOB NUMBER: 023-15015 WEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COPYRIGHT C 2015 IN COMPLIANCE,TAT METHOD OF COMPLIANCE POLL BE SPECIFIED IN THE APPROPRIATE BASSENIAN LAGONORCHITECTS SECTION OR lCOMPED N THE APPLICATION OEGKLIST. GAL I PORN I A GREEN SU I LD I N6 STANDARDS CODE (GAL C BEEN) (2015-) p�G��ygRSK/ N O RESIDENTIAL VOLUNTARY MEASURES ROmM1ALVOLMMTARV MxAMRmx RESIDENTIAL VO UKIW,Y MEASURES R F- 6 I LL S Y DIVISION A4.6-TIER 1 AND TIER 2�OntI11UBd SIDroN AA= IINTIDNMAm R ,IENTIAL=UAARCIES AA-.;wN cwECNueT-arrErx.° Ji7 * SS REmMlmALOCCUTANONa AEPMCAImN CImCgJST--aalXWwd REimO/ML OQpNMNCIYAMLMAIIDN CMECNUST�or,tlnrrd - SECTION M.602 VtRRCrM,01N veR.,CA„Oxt IAMIICAM _ YdwCmnlinx0.to� RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST LtVEY twll,mxaAaeMrmwon• AtRMAIIYroamkiL'r�tllCMlIEtMAEt MPORTAIgAmNerrotMMA r �" r�� AMYDMRme6a0T tLa0TNt WMtMt NIMa0AlI0MIlEIIM. 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Tbl mldw.iN aWlmsmm<da me,.Mr r,MeUdmdhAeJ.ilrt EnNp kWlw,.mtmsTnsM AdAN.xew,llu{au,en,wn.m04rneAsadyPM v a v v a 1250 CORONA POINTE COURT taW,M 4Tkhle Aa lO6 a lU) ®r RATm d tlw TUe 24.,hut A.Edryy BUJP„d1e RaH,roJ rum TNrama<dmny well md,nw<rJ xn.ww D<wP emxeN 1 naanu u,e Pemwnrartem,xmt,rwmra, SUITE 600 y <dnndd rn tkbk Al.n 11121 ®r - »�MpA,�r � ❑ ❑ ❑ ❑ o T mksrAea�dM,xdx..r MPwe f<nn'aie°I CORONA,CA 92879 Tidlxw.rw<nxrwWlmenmddNJwwlr, :e<e�Pwm%wFm, v a v v v ,.-. 0 dnwmtl:nTW9<A9.IarcusN , := „T; "'J.4NCE Trxnxdcmm,e[WJlmsmmemtlle wNn _ '^+r.. $ <sreremTble Auras un. mY I fTSlw:.rm F� SCCIATES,INC. PH:(951)428-4400 m SCOTTFPl .' BYE. - d fcr adherence to the AURA M ,,,,., xmscAlxoRwA(N,EENeIxLaNcsrANDARDscoDE ■ AAr, .mn rm m,acAL.'DRwAGxEExeDllnwcsrANDARDecoDE N ,.., ne. rm --A----- EA m,,,., nm wm rscnuTDRxMeIRExawDlxcsrAxDAR�ceDE lheee Plane r' 'n3-•. :.jl�ance Au�honzallon Is IPp110able a bulld,ng permit pending hereby gran•- L -gancles. AT CANYON HILLS PA 2D approval by sll apr,. "E a permit bs'"', . e Thnro?au ofct,e b -con',;' CAL GREEN RESID ENTIAL VOLUNTARY MEASURES w GC.2 JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS v/s gRSK/ N O IC W �o U i \ NN�� �p r CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR _ - RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2016-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.201"2 RESIDENTIAL DESIGN REVIEW NO.2015-02 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 12. The applicant shalt comply with all requirements of the City's Grading Ordinance. • All Model Homes shall be Xenscaped and signage provided (Construction and Demolition Waste Management) of the Lake Elsinore • Detailed she and project description GENERAL Construction generated dust and erosion shah be mitigated in accordance with identifying Xeriscape landscaping. Xeriscape is a method of Municipal Code • Potential stormwatat pollutants the provisions of Municipal Code,Chapter 15.72 and using accepted techniques landscape design that minimizes water use by: • Post-development drainage characteristics 1. The proposed project(Residential Design Review No.2014.01)consists of Interim erosion control measures shell be provided 30 days after the site's rough 30. Comply with all mitigation measures as identified in the Addendum#2 to the • Low Impact Development(LID)BMP selection and analysis building design plans for 466 residential units located in six(6)planning areas. grading,as approved by the City Engineer. 1) Implementing hydrozon n,; Final Environmental Impact Report(State Clearinghouse No.87111606). Structural and Non-Structural source control BMPs The subject project is located in Canyon Hills Phase 8 and includes planning • Site design and drainage plan(BMP Exhibit) M ��l-ww�IaN C.-3 areas 1A,18,2A,2C,and 2D.Phase 8 of SPA 3 is generally located southwest 13. The applicant shall comply with all applicable City Codes and Ordinances. 2) Minimizes high water-use plant material as identified by ENGINEERING DIVISION Vector issues are addressed in the BMP design,operation and 1= of the intersection of Canyon Hills and Railroad Canyon and more specifically Water Use Classi8catwns of Landscape Species(WUCOLS) maintenance. referred to as Assessor Parcel Numbers 363-210-014,015,016,034,and 035. 14. Prior to issuance of building permit,building plans for the model home complex (such as turf) and Incorporates water-efficient("drought- GENERAL 4= u�'+ shall coin with all American Disabilities Act ADA CIS coordinates for all LID and Treatment Control BMPs ply ( )requirements,intruding toleranC/ciimate-appropriate)plants; HCOC-demonstrate that discharge flow rates,velocities,duration 2 The applicant shall defiant(with counsel acceptable to the City),indemnify,and provision of a handicapped-accessible bathroom. 31. All slopes and landscaping shall he maintained by the property owner or property U. and volume for the post construction condition from a 2 year and 10 n� hold harmless the City,its Offiadele,Oftxxsa,Employees,and Agents horn any 3) Requires an efficient irgaton system that includes: owner's association. year 24 hour rainfall event will not cause significant adverse V �� claim,action,or proceeding against the City,its Officials,Officers,Employees or 15. A cash bond shall be required for the model home complex. This bond is to impacts on downstream erosion and receiving waters,or measures Agents to attach,set aside,void,or annul an approval of the City,its advisory guarantee removal of the temporary fencing material,parking lot,etc.that have a. ET-Based ("Smart irgation") oontroller(s) with 32 All open space and slopes,with the exception of Riverside County Flood Control been placed onsite for the model home complex,The bond will be released after wisather-sensi are imDlertronled to mitigate significant ativene impacts to agencies,appeal boards,or legislative body wncaming the Tentative Tract No. D rig. automatic shut-oft and seasonal District(associa shall be owned and maintained by property owner or property Z yr 368t12. removal of the materials and the site is ad downstream public tacNitiea and water bodies. Design goal to adequately restored,subject ro the adjustment capabilities; owner's association. approval of y Development Director or designee.the Community Deve replicate pre-development �hydrologic fine. cc �3 3. Within 30 days of project approval,the applicant shall sign and complete an b Efficient irrigation water application through use of: 33. All streets in the development will be private streets,maintained by the property 46. The 2010 BAR MS4 Permit requires implementation of LID Principles and LID J M ' "Acknowledgment of Conditions"and shall return the executed original to the 16 A cash bond of shall be required for any garage conversion of the model(s). 1. Low-volume point-source irrigation (such as drip owner or property owner's association. Site ,where feasible,to treat Me C F Community Development Department for inclusion in the case records. Bonds will be released after removal of all temporary materials and ale site is Irrigation and bubblers)for all shrub planter areas Design, pollutants of cancem i):(Sect for me adequately restored,subject to the approval of the Community Development (maximum of 3:1 slope)with a minimum irrigation 34, In accordance with the City's Franchise Agreement for waste disposal& prged,in the following XI manner(from highest to lowest priority):(Section Z PLANNING DIVISION Director or designee. efficiency of 0.90;and/or recycling,the developer shall be XII.E.2,XII.E.3,and XII.E 7) _ required to contract with CRBR Inc(o removal ' and disposal of all waste material, debris, vegetation and other rubbish Evaluation of highest and best use for sites discharging to Lake 4 Design Review approval for Residential Design on n Review No.2015-02,shall lapse 17. A cash bond shall be required for any construction trailers used during ii Spray or rotor-type nozzles for areas a minimum of generated during cleaning,demolition,clear and grubbing or all other phases of • Elsinore. and become void two(2)years following the date on which the design review construction.Bonds will be released after removal of trailers,subject to the eight(8)feet wide,for slopes 3:1 and greater,AND construction. became effective,unions one of the following:(1)prior to the expiration of two approval of the Community Development Director or designee. with a minimum irrigation efficiency of 0.71. Preventative measures(these are mostly non-structural measures, cc years,a building permit related to the design review is issued and construction 35, Developer shall mitigate to prevent any flooding and/or erosion downstream • Q d commenced and diligently pursued toward completion; or (2) prior to the 18. The applicant shall pay school fees to the Lake Elsinore and/or Mantles Unified 4) Improvement of soil structure for better water retention;and caused by development of the site and or diversion of drainage. e.g.,preservation of natural features to a level consistent with the J U expiration of two years,the applicant has applied for and has been granted an School District prior to issuance of building permit MEP standard;minimization of Urban Runoff through clustering, d� 5) Application of mulch to hinder evaporation. reducing impervious areas,etc.) cU1 extension of the design review approval pursuant to subsections(B)and(C)of 36. Any grading that affects"waters of the United States",wetlands or jurisdictional d Lake Elsinore Municipal Code(LEMC) Section 17.184.120, Notwithstanding 19. The project shall connect to sewer and meet all requirements of the Elsinore streambeds, shall require approval and necessary permits from respective Voile Municipal The Final landscape plan shall be consistent with any approved site Federal and/or State a The P sha0'infihrate,harvest and use,eve p conditions to the contrary,a design review granted pursuant to LEMC Chapter y pal Water District(EVMWD).The applicant shell submit vretar and gentles. known a t ire and/or sewer lane to the EVMWD and shall into and/or plot plan. bio-treet the 86"'percentile storm event also known es the Design i.I.B 17e84 shah run wait the land for this two-year period,subject to any approved p Incorporate all district conditions and 37. The developer shall provide a copy of an encroachment permit or any approval Capture Volume(DCV). extensions,end shall continue to be valid upon a change d ownership of the she standards. The Final landscape plan shall include planting and irrigation z` which was the subject of the design review application. caP D P 9 9 documents from the Riverside County Flood Control District torn encroaching, 20, All mechanical and electrical equipment for the building shall be ground mounted. details. grading,or discharging into County flood control facilities. The Project shall consider a properly engineered and maintained Z 5. All construction shall comply with these Conditions of Approval and those All outdoor ground or wait mounted utility equipment shall be consolidated in a bio-treatment system only if infiltration,harvesting and use and H provisions and requirements contained in the Lake Elsinore Municipal Code,prior central location and architecturally screened along with substantial landscaping, • All exposed slopes in excess of these feet in height within the 38. All required soils,geology,hydrology and hydraulic,and seismic reports shall be evapotranspiration cannot be feasibly implemented at the project to issuance of certificate of occupancy and release of utilities. subject to the approval of the Community Development Director or designee, subject treat and within private iota shall have a permanent prepared b a Registered Civil Engineer. site. y P wY bl PP itY D g Y e9 9 prior b issuance of building permit. irrigation system and erosion control vegetation installed, as � � o c Plannnp commresion Page 1 of 22 Planning Cammwaion Page 3 of 22 Planning commissron Page 5 of 22 Planning commiasron Page 7 of 22 Phan q Commisslos Page 9 of 22 cc < July el,2015 July 21,2015 July 21 2015 July 21 2015 July 21 2015 _��,�a• ca ^�• o XXXXX XXXXX Date: 00-00-15 CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR REVISIONS RESIDENTIAL DESIGN REVIEW NO.2111 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 6. The following architectural details shall be provided: approved by the Planning Division,prior to issuance of certificate of FEES Any portion of(the DCVj that is not Infiltrated,harvested and used, 21, All front yards and side yards on toner lots shall be properly landscaped with occupancy, evapotranspired,and/or biotreated shall be treated and discharged - • All front fence returns will be decorative masonry waits. Wood automatic(manual or electric)irrigation systems to provide 100 percent plant 39 Mitigation F-see will be assessed at the Prevalent rate a[time of payment m full. in accordance with the requirements set form in Section XII.G. _ fences will no be allowed along the front elevation.Wood,vinyl or coverage using a combination of drip and conventional irrigation methods All landscaping and irrigation shall comply with the water-efficient steel(wrought iron or aluminum)gates are allowed in order to allow Construction Landscape&Irrigation drawings shall be prepared,reviewed and landscaping requirements set forth in LEMC Chapter 19.08(Water STORM WATER MANAGEMENT I POLLUTION PREVENTION I NPDES 47. Parking lot landscaping shall be designed with concave landscape grading and access to rear yards, approved by the City's Landscape Architect Consultant and the Community Efficient Landscape Requirements), as adopted and any provide for treatment,retention or infiltration of runoff Development Director or designee A Cost Estimate for materials and labor shall amendments thereto. Design • Additional architecural enhancements and treatments shall be also be submitted for review and approval.A Landscape Plan Check fee will be 48, Project hardscape areas shall be designed and constructed to provide for provided for those side and rear elevations that are within the public charged prior to final landscape approval based on the Consultant's fee, 22. Fences located in any front yard shall not exceed three feet In height with the 40. The project is responsible for complying with the Santa Ana Region NPDES drainage into adjacent landscape and permeable surfaces in low tragic roads and view. The applicant shall indicate which specific side and/or rear inspection,permit and administration fees. exception that wrought-iron fences may be five feet in height. Chain link fences Permits as warranted based on the nature of development and/or activity.These parking lob, elevations will be afforded with enhanced architectural treatments shall be prohibited. Permits include: on future precise grading plans, subject to approval by the The applicant shall replace any street trees harmed during General Permit-Construction 49. HydromodNication/Hydraulic Conditions of Concern-The project shall identifyCommunity Development Director or designee construction,in conformance with the City's Street Tree List,at a 23 Garages shall be constructed to provide a minimum of twenty feet by twenty feet • General Permit-Industrial potential Hydraulic Conditions of Concern(HCOC)and implement measures to maximum of 30 feet apart and at least 24-inch box in sue. (20'x 20')of Interior clear space to accommodate two vehicles. • Scrap Metal limit disturbance or natural water bodies and drainage systems;conserve natural • All fireplaces shall be natural gas fireplaces only. No wood burning • Demmimus Discharges arose;protect slopes,channels and minimize significant impacts from urban fireplaces shall be allowed. • Perimeter walls shall be protected by shrubs and other plantings 24. These Conditions of Approval shag be reproduced on subsequent building plans • MS4 runoff. that discourage graffiti. prior to issuance of building permit. 7. AN weep screeds shall be a maximum three inches above any hard surface and 41. The project shall complete and submit for review and approval to the 50. CEQA-If CEQA identifies resources requiring Clean Water Act Section 401 four Inches above any earth surface. • The applicant shall ensure a clear line of sight at i ress! ress 25, Provisions of the City's Noise Ordinance shall be satisfied during all site Engineering Division BOTH a refmina and final WQMP.into Permitting,the applicant shall obtain certification through the Santa Ana Regional g rig e'9 9 9 P ry incorporating the points by providing plantings within 15 feet of ingress/egress points preparation and construction activity. Site preparation activity and construction LID Principles and Stormwater BMPs. Water Quality Control Board and provide a copy to the Engineering Division. 8. Any revisions to approved site plans or building elevations shall be reviewed and whose height does not exceed three feet and whose canopy does shall not commence before 7:00 AM and shall cease no later then 5:00 PM, approved by the Community Development Director or designee not fall below six feet. Monday through Friday.Only finish work and similar interior construction may be 42, The preliminary WQMP shall be approved prior to scheduling for Planning 51. The project shall use either volume-based and/or How-based criteria for sizing conducted on Saturdays and may commence no earlier than 8:00 am and shall BMPs in accordance with NPDES Permit Provision XILD 4. 9. Materials and colon as de iced in the a . cease no later than 4:00 m. Construction activity Commission.the final WQMP shall be approved prior b Issuance of any p approved a Design Review Package shall The landscape plan shall provide for Special naive drought- o P itY shell not take place on gratin or builds be used unless minor modifications are approved by the Community tolerant ground cover,shrubs,and Maas. Special attention shall be Sunday,or any Legal Holidays, 9 �permit Construction: Development Director or designee or major modifications are approved by the given to use of Xen sicape or drought resistant plantings with 43, Water Quality Facilities that service more than one parcel shall be placed in an 5T A Stortnwater Pollution Prevention Plan(SWPPP)is required for this project. A Planning Commission. combination do irrigation system to prevent excessive watenn 26 The applicant shall pay all applicable City fees. provide for maintenance and prevent obstruction P i 9 Ys P 9 easement b copy of the current SWPPP shall be kept at the project site and be available for Fla��JO� 27. The applicant shall place a weatherproof X x T sign at the entrance to the project review upon request. H 10. Provide a flat concrete pad or one a minimum or 3'-0"by 7'-0"adjacent to the No front-yard grass tut landscaping coal be installed. 44. The applicant shall use the Water Quaky Management Plan for the Santa Ana dwelling for the storage of the C trash barrels- The el she identifying the approved days ant hours of construction activity and a Region of Riverside County guidance document and template for WQMP N1/ wage pad ro aria shall statement that comPlakds conceal the trash barrels from public view, subject to the approval of the All landscape xnprovements shall be bonded with a ten percent regarding the operation can be lodged with the City of preparation. 53 Erosion&Sediment Control-Prior to Ufa issuance of any grading or building Community Development Director or designee. Precise grading plans shall (10%)Faithful Performance Bond of the approved estimated labor Lake Elsinore Code Enforcement Division(951)674-3124. perrnM,the applicant shall submit for review and approval by the City Engineer, Identify the location of the aforementioned flat concrete pad and air conditioning and materials cost for all planting.The bond shall remain in effect 45, WQMP-The Water QualityManagement Plan an Emsion and Sediment Control Plan as a separate sheet of the grading plan units. for one year from Certificate of Occupancy, 28. The Homeowner's Association shah maintain all natural slopes and open space, ag (WQMP)specifically identifying submittal to demonstrate compliance with the City's NPDES Program,California ye pe cY Best Management Practices(BMPs)that will be used onsire M control identified all graded slopes abutting public street rights-of-way which are not part of Guiding Cade,and state water quality regulations for grading and construction 1250 CORONA POINTE COURT residential lots,u s f g y p pollutants of wncem.The applicant shall utilize the MS4 Pelmittee Drainage 11. The building addressee as numerals from least four inches ugh)shall be displayed • All landscaping and irrigation shall be installed within an affected p lopes from public rights-of-way within private lots and all Area Man activities. The Erosion and Sediment Control Plan shall and how all SUITE A 9 $ near the entrance end easily visible from the front of the unit and public right-of- p 9Management Plan(DAMP),Model WQMP,and or Guidance Manuel for y Prtion of an private streets,and all drainage basins. construction materials wastes,grading or demolition debris,and stockpiles of CORONA,CA 92879 portion y phase at the time a certificate of occupancy re reference.and the M54 PermiHee's WQMP template for submittal.This WQMP way The applicant shall obtain street addresses for all production lots prior to soil,aggregates,soil amendments,etc shall be property covered,stored snit requested for any building. shall include the following: PH:(951)428--04W m issuance of building permit 29. The developer shall comply with all Municipal Code provisions regarding sewed to prevent transport into local drainages or waters by wind, rain, oconstruction debris removal ant recycling as set forth in Chapter 14,12 tracking,or dispersion. The plan shall also describe how the project will ensure `o Planning Comnu.a Page 2 of 22 Planning Commission Page 4 of 22 Planning ConuMsaxln Page 6 of 22 Planning Commissron Page 8 of 22 Pianmog Commissar Page 10 ok22; '3\i cC July 21.2015 Juty 21 2015 July 21.2015 July 21 2015 July 21 2D15 ;^SUANCE FC =SCOTT Fi ,,SSOCIATEl,INC. AURA .-:-�:. _ _DATE._. AT CANYON HILLS PA-2D ,gad for adherence to the l hose plans have br::r: '- an9 nrc,Cance.Authorization Is hereby ranted t Is` g a�'"°'Va ALL PLANS approval by e'J CPpbc 1.. o` b permit bar^a Cr The, Val of t C' .,,.,�,1 be a^n5i,- CONDITIONS OF ��oroval of the_ APPROVAL 0 o COA-1 o JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS j�. # b7 .RSKI yyp ¢S TZ_ c 0 ,pti�yia e CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2D15-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.201542 RESIDENTIAL DESIGN REVIEW NO.2015-02 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 that all Ell will be maintained during construction of any future right of ways. 64. The developer shall apply for,obtain and submit to the City Engineering Division 82, An Encroachment Permit shall be obtained prior to any work on City and/or State 99. Applicant to provide to the City a video record of the condition of all proposed grade certifications,monument certifications(with he notes delineated on 8 R x a letter from Southern California Edison(SCE)indicating that the construction right-of-way. The developer shall submit the permit application,required fees public City haul roads. In the event of damage to such roads,applicant shall pay 11'mylar)shall be submitted in.Id format on CD to the Engineering Division Post Construction: activity will not interfere with existing SCE facilities take SCE NIL), and executed agreements,security and other required documentation prior to full cost of restoring public roads to the baseline condition. A bond may be before final inspection will be scheduled. IMPROVEMENTS issuance required to ensure payment of damages to the public right-of-way,subject to the 54, Recorded Operation and Maintenance(O&M)Plan that(1)describes tle3 long- approval of the City Engineer 119. Documentation of responsibility for slope maintenance along right-of-ways and ■ �� �•i term operation and maintenance requirements for BMPs identified in the BMP Design 83. All compaction reports,grade certifications,monument certifications(with tie open spaces to be maintained by the HOA or other entity shall be provided in a �_ Exhibit;(2)identifies me entity that will be responsible for longterm operation notes delineated on 8 VV x 11"Mylar)shall be submitted to the Engineering 100. All grading shall be done under the supervision of a geotechnical recordable format and recorded prior to occupancy/fiinal. and maintenance of the referenced BMPs;(3)describes the mechanism for 65, The development of each Planning Area or Phase shall be subject for specific Division before final inspection of public works improvements will be scheduled engineer. Slopes steeper than 2 to 1 shall be evaluated for stability and proper I= u�'-• funding the long-term operation and maintenance of the referenced SMPs,and review and conditions of approval and approved erosion control and approved by the City. 120 Prior to grading or building permit close-out and/or the issuance of a certificate of (4)provides for annual certification of water quality facilities by a registered civil - use or a certificate of occupancy.developer shall, engineer and/or the City for a fee if the service is available 66. Sight distance into and out of the project location shall comply with CALTRANS 84 The developer shall be responsible for acquiring right-of-ways in which the 101, Review,of the project Stan Water Pollution Prevention Plan(SWPPP)and u' Standards developer or the City has no legal this or interest.If the developer is unsuccessful sediment and erosion control plan shall be completed. A copy of the current Demonstrate that all structural BMPs have been wnstmcted, LL1 55. All storm dram inlet facilities shall be appropriately marked"Only Rain in the in acquiring such right-of-ways,the City could assist the developer m the Eminent SWPPP shall be kept at the project site and be available for review,upon request. installed and are functioning in conformance with approved plans i"•" $ Storm Drain"using the City authorized marker to prevent illegal dumping in the 67. The developer shall install permanent bench marks per City of Lake Elsinore Domain process at developer's cost. and specifications and the WQMP: Z m drain system. Standards and at locations to be determined by City Engineer. 102 Appmval of the project Water Quality Management Plan(WQMP)for post . Demonstrate that they are prepared to implement aft non-structuralICU 85, All streets shall be constructed per Lake Elsinore City Standards and/or construction shall be received prior to issuance of a grading permit. BMPs included in the conditions of approval or built inygmding 'fI 56. Prior to the issuance of a certificate of use and/or occupancy,the applicant shall 68, The developer shag install blue dot markets in the roadway at a right angle to applicable specific plan.Any deviation from City standards shall be approved by permit conditions; J M demonstrate compliance with applicable NPDES permits for construction, Fire Hydrant locations per Lake Elsinore Standards. the City Engineer. 103. Submit an approved environmental clearance document to the Engineering • Demonstrate that an adequate number of copies of the approved t,sJ, F tndustdal/commercial,MS4,etc to include. Division. This approval shall identify and dear all proposed grading activity project specific WOMP are available for the future 69. The developer shall coordinate with Riverside Transit Authority for location and Acceptance of Improvements anticipated for this project, owners/owupants;and • Demonstrate that all structural Best Management Practices(BMP's) installation of bus transit facilities. The developer shall provide all education described in the BMP Exhibit from the project's approved WQMP 86. The developer shall submit a written request for acceptance to the City Engineer 104. Developer shall one P ants, ope for Water s pp pa req ccepla ry g pe pay all grading safe applicable processing,permit,development and Quality Management Practices to the tenants, operators and have been implemented,constructed and installed in conformance 70. 10 year storm mrroff shall be contained within the curb and the 100 year storm development fees including those tees identified in an applicable development owners of the businesses of the development, with approved plans and specifications, runoff shall be contained within the street right-of-way..When either of these 87, As-built plans shall be completed and signed b the City Engineer agreement,Stephens kit ap practicing the pp pl e{xac' g y p p g y ty rig gr kangaroo Rat Habitat. environmental awareness on good housekeeping practices that � � - • Demonstrate that the project has complied with all nonstructural criteria are exceeded,drainage facilities shall be provided, contribute to protection of storm water quality and meet the goals of t on described in the project's WQMP. GRADING PRIOR TO ISSUANCE OF BUILDING PERMIT the approved WOMP in the Riverside County NPDES Drainage Q' on • Provide signed,notarized certification from the engineer of work 71. All drainage facilities in this project shall be constructed to Riverside County Area Management Plan, Contact the City NPDES Coordinator for cc _8 that the structural Bll identified in the projects WQMP are Flood Control District Standards. Design: 105. Provide final soils,geology and seismic report,including recommendations for handoWguideline information. d '^ installed and operational. parameters for seismic design of buildings,and walls prior to building permit. C+ • Submit a copy of the fully executed, recorded Operations and 72, A drainage study shall be provided.The study shall identify the following:identify 88. A grading plan signed and stamped by a California Registered Civil Engineer 121, The property owner(aka Legally Responsible Pa M C Maintenance O&M Plan for all structural BMPs. storm water runoff from and upstream of flea site;show existing and shall be submitted for O review and approval for all addition and/or movement 106, All ego Y Po ply)shall execute and cause to ( ) g proposed City pp required public s right-of-way shall be dedication and easements shall be prepared or be recorded a"Covenant and ofAgreement'hnrequirement m the form provided by the City to t.- • Demonstrate that p )ecfa approved WQMP with off-ails and onsite drainage facilities;and include a capacity analysis verifying the of soil(grading)on the site. The plan shall include separate streets for erosion the developer or his �� C copies of the ro' pp ( ope agent and shall o submitted r me Engineering Division for inform future property owners of the requirement to implement the approved final recorded 08M Plan attached are available for each of the initial adequacy of the facilities.The drainage system shah be designed to ensure that control,haul route and traffic control. The grading submittal shall include all review and approval prior to issuance of building permit, project-specific WQMP. CD (com rohU menduahiat) or Owners Assodatlon as runoff horn a 10-yr storm of 8 hours or 24 hours duration under developed supporting documentation and be prepared using City standard title block, appropriate, condition is equal or less than the runoff under existing conditions of the same standard drawings and design manual(available at www.lake-elsinare.ora) 107. The Parcel or Final Tract Map shall be recorded. FIRE PROTECTION PLANNING OFFICE z • Agree to pay for a Special Investigation from the City of Lake atom frequency.Both 6 hour and 24hour storm duration shall be analyzed to f� Elsinore for a date twelve(12)months after the issuance of a determine the detention basin capacities necessary to accomplish the desired 8T All grading plan contours shall extend to minimum of 50 feet beyond property 108 All street improvement plans,traffic signal plans,signing and striping plans shall 122. Lake Elsinore Fire Protection Planning Office Responsibility- It is the {�� - Certificate of Use andlor Occupancy for the project to verify results. lines to indicate existing drainage pattem. be completed and approved by the City Engineer. responsibility of the recipient Department conditions to forward them 8i j >pa cY oject fly p M plent of these Fire compliance with the approved WQMP and O&M Plan. A 73. All natural drainage hamming the site shall be conveyed through the site,or 90, The radio to all interested parties.The permit number(asdirected a is noted above)a required on signed/sealed certification from the engineer of work dated 12Planni a9 9 Y 9 grading plan shall show that no structures,landscaping,or equipment are Prior to Occupancy all correspondence.Questions should be directed to the Riverside County Fire F� c c July 21g oommeswn Page 11 W 22 Jun21,Commiaim Page 13 of 22 July Commission Page 15 of 22 Planning Commssion Page 17 of 22 Planning Canmiuron Page 19 of 22 L� U July 21.2015 July 27,2016 July 21 2015 July 21,2015 � Juty 21 2075 ,,,,�..�/a.. K •�•i XAMA XXXXX Date: 00-00-15 REVISIONS CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR CONDITIONS OF APPROVAL FOR RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2016-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 RESIDENTIAL DESIGN REVIEW NO.2015-02 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 CANYON HILLS PHASE 8 months after C of 0 will be considered in lieu of a Special shall be collected and conveyed by a method approved by the City Engineer.AN located near the project entrances that could reduce sight distance. Department,Lake Elsinore Fire Protection Planning Division at 130 S.Main St., Investigation by the City aft drainage,if different from historic flow,shall be conveyed to a public 109, The traffic signals referenced in Condition of Approval No,39 shall be Installed to Lake Elsinore,CA 92530.Phone:(951)671-3124 Ext 225 The following fire • Provide a recorded copy of one of the following facility,accepted by adjacent property owners by a letter of drainage acceptance, 91. It the grading plan Identities alterations in the existing drainage patterns as they the satisfaction of the City Engineer department conditions shall be implemented in accordance with the Lake or conveyed to a drainage easement, exit the site,a Hydrology and Hydraulic Report for review and approval by City Elsinore Municipal Code and the adopted codes at the time of project building ., CC&R's(they must include the approved WOMP and Engineer shall be required prior to issuance of grading permits. All grading that 110. All signing and striping and traffic contro se l devices for the required improvements plan submittal, the conditions are in addition to the adopted code O&M Plan)for the project's Owners Association. 74. Roof drains shall not be allowed to outlet directly through coring in the street modifies the existing flow patterns and/or topography shall be approved by the of this development shall be installed_ requirements. o A water quality implementation agreement with the curb.Roofs should drain to a landscaped area. City Engineer. approved WQMP and O&M Plan attached;or 111. All public improvements shall be completed in accordance with the approved Prior to Building Permit issuance The final approved Water Quality Management Plan 75. The site shall be planned and developed to keep surface costar from entering 92 A seismic study shall be performed on the site to identify any hidden earthquake plans or as condition of this development to the satisfaction of the City Engineer. and Operations and Maintenance Plan. buildings(California Green Building Standards Code 4 106 3). faults,liquefaction and/or subsidence zones present on-site A certified letter 123. Plan Check Fee-The building plan check fee made payable to the"City of Lake from a registered geologist or geotechnical engineer shall be submitted 112, All water and sewer improvements shall be completed in accordance with Water Elsinore"shall be submitted to the Fire Department at time plans are submitted to FINAL TRACT OR PARCEL MAP 76. All Public Works requirements shall be complied with as a condition of confirming the absence of this hazard. District requirements. our oNics(s). development as specified in the Lake Elsinore Municipal Code(LEMC)and Lake 57. The developer shah submit fa plan check review and approval a final map, Elsinore Public Works Standard Plans, 93. The developer shall obtain all necessary off-site easements and/or permits for 113, Proof of acceptance,of maintenance responsibility of slopes, open spaces, 124, Fuel Modification Plan-Fuel modification plans shall be provided to the Lake off-site grading and the applicant shall accept drainage from the adjacent landscape areas,and drainage facilities shall be provided. Elsinore Fire Protection Planning office.Plans shall include fuels modeling and 58. Phasing plan,N any,shall be approved by the City Engineer prior to heuance 77. The developer shall construct sheet Improvements and dedicate ultimate right-of- property owners 114. As-built plans for all approved plan sets shall be submitted for review and comprehensive details with regard to the vegetation management plan.The fuels of any permits, way on Railroad Carryon Road such that the ultimate right-of-way width conforms approval by the City The developer/developer/owner is responsible for revhing modification zone shall be not less than 100'from all structures and may be to General Plan and cross sections.The cross section of roadway improvements PemNtlConstruCBon: the original mylar plane. . required to be increased. 59, Prior to City Council approval of the final Trait Map the developer shall,in with a raised median parkway and street lights shalt be consistent with the accordance with Govemment Code,have constructed all improvements or have General Plan Circulation Element. 94. Developer shall execute and submit grading and erosion control agreement,post 115. In the event of damage to City roads from hauling or other construction related 125, Water System Plana-Applicant and/or developer shall separately submit 2 sets improvement plans submitted and approved, agreements executed and grading security and pay permit fees as a condition of grading permit issuance activity,applicant shall a full cost of restoring securities posted. condition. pay Public roads to the baseline by a rep system plans to the Civil Engineer Flee Department for review.Plans must ep signed y registered ngins w l and/or water purveyor prior rt Fire Department 78. The developer shall construct the lreffe:signal at Railroad Canyon Road and 95. A preconstrudxion meeting with the City Public Works Inspector(Engineering review and approval.Mylers will be signed by the Fire Department after review 60. The Final Tract Map shall include the phasing boundaries consistent with the Tassel Way.The signal should be energized at the time the street is open to the Division)is required prior to commencement of ANY grading activity. 116. All final studies and reports,grade certifications,monument certifications(with be and approval.Two(2)copies of the signed and approved water plans shall be parcels of the Tentative Trait Map.The phasing boundaries or parcels shall be public,including modelfsales office opening. notes delineated on 8%x 11'mylar)shall be submitted in AN format on a returned to the Fire Department before release of a building permit. processed as separate tract maps 96 Developer shall provide the city with a copy of the Notice of Intent(NOI)and CD/DVD. Studies and reports include,Soils.Seismic,Hydrology,Hydraulics, 79, Street improvement plans shall be prepared by a Registered Civil Engineer and Waste Discharge Identification(WDID)letter issued by the Regional Water Grading,SWPPP,WQMP,etc. 126. Prior to Building Construction Verification-Prior to bringing combustible UTILITIES: the plans shall include curb and gutter,sidewalk sc pavement,street fighting, Quality Control Board for the National Pollutant Discharge Elimination System materials on site,this project shall be inspected and approved by the Fire eP Homc-s median,trail,and drainage improvements (NPDES)program 117. All plan sets and recorded maps shads be digitized and provided on CD/DVD as Marshal or designee During such inspection all permanent road signs shall be in 61. All arrangements for relocation of utility company facilities(power poles,vaults, follows place,all hydrants shall be operating and approved for use by the water 0 etc.)out of the roadway shall be the responsibility of the property owner or his 80. The developer shall provide signing and striping plans for the required 97 Prior to commencement of grading operations,developer is to provide to the City purveyor,and all permanent road surfaces shall be completed including primary agent. improvements of this project.The plans shall also incorporate traffic calming with a map of all proposed haul routes to be used for movement of export • Final Map(s)-GIS Shape files"and.tit of recorded map. and secondary access circulation. measures on local streets, material. All such routes shall be subject to the review and approval of the City • Improvement Plans-GIS Shape files'and.tit of approved as built 62. All overhead utilities shall be undergrounded to accordance with Chapter 12.16 of Engineer.Haut roue shall be submitted prior to issuance of a grading permit. mylar, Prior to Building Fine[Inspection 1250 CORONA POINTE COURT u, the Lake Elsinore Municipal Code(LEMC) 81. If existing improvements are to be modified,the existing improvement plans on Hauling in excess of 5,000 cy shall be approved by City Council.(LEMC Grading Plans-.fit of approved as built mylar. SUITE 600 file shall be modified accordingly and approved by the City Engineer prior to 15,72,065) 127. Residential Fire Sprinkler Systems for Single family and two-(amity 13D- 63. Underground water rights shall be dedicated to the City pursuant to the Issuance of building permit. *GIS Shapefiles must be in System Install a complete fire sprinkler system designed in accordance with California CORONA,CA 92879 projected Coordinate S tam:HAD 83 State Plane p Y ig provisions of Section 18.52.030 (LEMC), and consistent with the Ctry's 98. Export shea located within the Lake Elsinore City limits must have an active California Zone VI U.S Fleet Residential Code,Californiao Fire Code and adopted standards.A C-16 licensed PH:(951)428-4400 agreement with the Elsinore Valley Municipal Water District Permitting/Construction grading permit, contractor must submit plans,along with the current fee,to the Fire Department 118 Final soil report showing compliance with recommendations,compaction reports, for review,and approval prior to installation.The homes shag at the time of the eu Planning Commission Page 12 of 22 claoo,og Gommas,or Page 14 of 22 Planning Commission Page 16 of 22 Planning Comm-- Page 18 of 22 Planning Commi ,. F gD1#✓�'���,.)i.c AURA Joy 21,2015 July 21 2016 July 21 2015 July zl..zol s July zt zols '.B..00IAT�S,I\C. SCOTT r:.__... . E3Y�--• •:r;:d for adherence to the AT CANYON HILLS PA-2D l'heae plans tic:=' -ne^. Authorization Is applicable codas^r y;Jllding permit pending ereb rants''to I= - ALL PLANS �� of a F=rmit bcr�-- Tim Issuance or .,a cc of`h CONDITIONS OF APPROVAL a COA-2 61 JOB NUMBER: 028-15015 COPYRIGHT U 2015 BASSENIAN LAOONI ARCHITECTS * b/N v� EPSKI 6`O � I O 9 - CONDITIONS OF APPROVAL FOR RESIDENTIAL DESIGN REVIEW NO.201642 CANYON HILLS PHASE 8 I final sprinkler inspection,be pennanenty addressed for emergency response purposes. DEPARTMENT OF COMMUNITY SERVICES 128, All interior landscape, recreation areas, facilities and(or open space to be maintained by the HOA_ � 8 129. Prior to the recordation of the final map the applicant shall submit an 2 implementation plan for the development of the recreational facilities to be �• i constructed as a part of Phase 8, subject to review and approval by the Community Services Director,or their designee.The implementation plan shall 1�1� LLB includeca s i1a/l • Specific park facilities • Performance milestones DEPARTMENT OF ADMINISTRATIVE SERVICES J ■ C= ~ 130, Annex into CFD 2015-1(Safety)Law Enforcement,Fire and Paramedic Services Z CFD Prior to Me issuance of the first building permit,the applicant shall consent to the c formation of a Community Facilities District or annex into the proposed Community Facilities District No.2015-1(Safety)the Law Enforcement,Fire and Paramedic Services Mello-Roos Community Facilities District to offset the annual act � negative fiscal impacts of the project on public safety operations and maintenance issues in the City.Applicant shall make a seven thousand five _.. hundred dollar(S7.500)non-refundable deposit to cover the cost of the formation �! u or annexation process,as applicable. The applicant may propose alterative financing mechanisms to fund the annual negative fiscal impacts of the project on c public safety operations and maintenance issues in the City In lieu of LLB Y creating/annedng into a district. Contact the Administrative Services Director at cc L 1 951-674-3124131, , zz I Annex Into the City of Lake Elsinore Community Facilities District Na.2015-2 t� (Maintenance Services) w Prior to the issuance of the first building permit,the applicant shall consent to the a•• a formation of a Community Facilities District or annex into the proposed }�• r Panning comm—n Page 21 of 22 T `t ,tiny 2h,2015 �,�• act o XMX yyy XXXXXyyyy Date:00-00-15 CONDITIONS OF APPROVAL FOR REVISIONS RESIDENTIAL DESIGN REVIEW NO.2015-02 CANYON HILLS PHASE 8 Community Facilities District No.2015-2(Maintenance Services)to fund the on- going operation and maintenance of the public right-of-way landscaped areas and neighborhood parks to be maintalrred by the City and for street lights in the public right-of-way for which the City will pay for electricity and a maintenance fee to Southern California Edison,including parkways,open space and public storm drains constructed within the development and federal NPDES requirements to offset the annual negative fiscal impacts of the project.Applicant Shall make a seven thousand five hundred dollar($7,500)non-refundable deposit to cover the cost of the formation or annexation process,as applicable. The applicant may propose alternative financing mechanisms to fund the on-going operation and maintenance of the public right-of-way landscaped areas and neighborhood parks to be an interned by the City and for street lights in the public right-cif-way for which the City will pay for electricity and a maintenance fee to Souther California Edison, including parkways,open space and public storm drains constructed within the development and federal NPDES requirements to offset the annual negative fiscal impacts of the project in lieu of creating/annexing into a district.Contact the Administrative Services Director at 951-674-3124, For&eHomes 1250 CORONA POINTE COURT SUITE 600 CORONA,CA 92879 PH:(951)428-4400 a o FO— O Ping Cmnmissmn Page 22 of 22 -.3S%CVAT�S, zury zi.zols SCOTT F.`:.c..: _ DriE AURA 14Y�-------- _ d con adheronce td the These Plans h--'= rd;nad e Authcnza:moo ins ,ppin- 61•ralc�`+to h- a building Pernmt pending AT CANYON HILLS PA-2D L jancmes. approval by a;l:?1 - i a permit -- ;ber-ISsua o m f C'- ALL PLANS -; U CONDITIONS OF APPROVAL C OA-3 z JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS aER7FCAlEOF aDIpYHCE-ROrBlMLiBMgWAMCE cawuARLz atrloD CFIRJ,EF{1 ttIf1,FlGlFRcfF9N9,A1¢E-RF111116erLPbNa1«ANCEcoenLafcEat,,,oD cF1RF16g1 CFMfIGIEW WLNl3AfIDE-RBIOENMLaERIC,Ns.gCE tb..LrMCErfl,10D Cf1RNNg1 9Mg..9rm:wm+ oraPeaaD.ldri.:,ba.Tw.Amaezme ImE.Ern ,Mg.aar.:Pr, mrrofYgLem,e:9e,r,m,moz,an,e wN.aan rml.dxr:rr, Dr<,.r,n..r,,..,mzE.Tlm..r,m.1a,E n,.,<en ° rrLei.'L.9°..ftgZe-3 =,rm.,:,rd,.�d<m<�r c , aalcupYan Dnagracrlea 2aAryW Mp4Pr lbr:Rr l,Ne Gbubbn DY<aplm:TllenhryaY nPV Ftr eeerc:flnarm 0.bYr Dar�iptlm:TrnA,rycY rr,r ram M,.m .e2 h,Ie.h mkstM .ve efamA,ra Y1Y06trRllwa r m r Y v o Emirmmrt PIm, fllOq<)1. 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(SLOPE MIN.1/4'PER FOOT). 2. cONORETE STOOP,SEE PLAN FOR SIZE AND LOCAnON. (SLOPE MIN.1/4'PER FOOT) .� * bGb 3. COWRETE PORCH/PATIO. (SLOPE MIN.1/4"PER FOOT). ��G��EPSKI 60 4. 56'WIDE WWRETE WALK. - a S. PROVIDE CONDUIT IAbBR SLAB FOR ISLAND COIAREIR ELECTRCAL. x F b. PROVIDE wAn>:e LINE SLEEVE FROM KITCA@!51N:TO REFR16.FOR 2 Uo ICE MAKER O,il yy z n W-5 V2' 4'-W W-0 1/2' 1. PROVIDE TOE FT6.FOR MASONRY VENEER TYP. 29-I• 5. RAISED ENTRY,SEE PLAN FOR HEIGHT AND EXTENT. Oit y GENERAL SLAB NOTES �M e • r „-Pl INDICATES DROP IN SLAB - 4 T R f (SEE DETAIL A. VERIFY MINIMUM FOIROAnON DEPTH, WIDTH, REINFOR01NI6 5TI33 AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS HITH THE SOILS ' REPORT. 4 B. REFER TO STRUCTURAL EH61tEERIN6 DRAHO0165 FOR INFORMATIONNOT SHOHN HERE. u� C. FOR HARDSCAPE INFORMATION REFER TO L.AH7-Y-APE PLANS. ' LL. 3 _ D. C0URT'ARD5: PROVIDE P051TIVE DRAINAGE AWAY FROM LL/ EULDINS(S)TO SLRFACE AREA DRAINS. I•— o r—� E. Ca RTYARD DRAIN LOCATON5 TO BE DETERMINE BY CIVIL i 4 1 2 1 EN&N ER. SEE PRECISE FARADINS PLANS FOR LOCATIONS c l. � Q F. WHEN REWIRED BY 5OIL5 EN6IEER OR OTHERS,TIE COURTYARD ���MMM iiV// DRAINS AND ROOF DOH NS OUTS INTO SITE AREA DRAINS.f aaaaaaaaa� s 7 T + t____t ` F 1 I I 1 O I I I ♦; I Y4-E11 MOUNTING THE GARAGE DOOR TRACK FUR, WALL TO 1 CONGEAL CURB WHEN NECESSARY. DO NOT CHIP CONCRETE CURB v, - cc lot 00. l W.O. Lu ' RI ---` Z OPT. COVERED PATIO CONY..SLAB FOR 1 d 2 1!2• pC � TRASH BINS.PER 2 OPT O ❑ LLf 71 CITY aF LANCE i i L c AT GREAT ROOM '�*''�`O' I ELSINORE STANIDARD� -- 6'g114ZB C40101 oN b•CURB COND1,n cc � DS GENERAL INFORMATION AT GARAGE DOORA c�C 4'-0' 12b 1/2' 20'-5 1/2' SW iv I 4 VVyVyVyV VVVVy XAMX XXXXX T Y TC3�f S �� 1 Date: 00-00-15 R REVISIONS - 4 cLIDR obwJorml6 A• - ry n - 3 -4 �...- 1n. 4 _ O o 4 h PardeeHomes 1250 CORONA POINTE COURT SUITE 600 b=2' '-2 1 CORONA,CA 92879 F PH:(951)4284400 s �'-0• AURA SLAB INTERFACE PLAN A AT CANYON HILLS PA-21D tip-S•U4 ' SEE ADDMVA POR PLAN -` cGi T� C CRANGE PER ELBVAnoK FO.. -'-'. E PLAN 1 SCO-rFi•` _ _D;;, IS dherence?°the ed for pLhon2atin, SLAB INTERFACE 6Y plans .,,r" n9 perm'• PLAN cgencics. perm,b��__�'cµ issuance °- � ■ w JOB NUMBER: 023-15015 COPYRIGHT ©2015 LL BASSENIAN LAGONI ARCHITECTS SLAB INTERFACE NOTES IAA4 I. 56'SWARE CONCRETE STOOP. (SLOPE MIN.1/4'PER FOOT). 2. CONCRETE STOOP,SRC PLAN FOR SIZE AND LOCATION. (SLOPE MIN.1/4'PER FOOT) b�H 5. CONCRETE PORCH/PATIO. (SLOPE MIN.1/4'PER FOOT). c� ERSq b0 4. 36'HDE CONCRETE WALK. - 5. PROVIDE GONJDUIT LINDER SLAB FOR ISLAND CCU7IER ELECTRICAL. S¢ = e 6. PROVIDE WATER LINE SLEEVE FROM KITCHEN 5IW.TO REFRI6.FOR r c u ICE MAKER O 0 T. PROVIDE TOE FT6.FOR MASONRY VENEER TYP. z 6. RAISED ENTRY,WE PLAN FOR HEI6HT AND EXTENT. 'Yg ti13NN 'S'.Q' GENERAL SLAB NOTES eIN7IGATES DROP IN SLAB i// (SEE DETAIL) A. VERIFY MINIMUM F-OIMATION DEPTH, HDTH, REINFORGINI6 STEEL • i_ v� AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS HTH THE SOILS REPORT. B. REFER TO STRIKTURAL EN60EEiIN&DRAHIN65 FOR INFORMATION NOT SHOM HERE. �. G. FOR HARDSGAPE INFORMATION REFER TO LANDSICAPE PLANS. W D. COLRTYARDS: PROVIDE P05MVE DRAINA6E AWAY FROM LAJ _ E UILDINI6(5)TO SURFACE AREA DRAINS. E. COURTYARD DRAIN LOCAT10N55 TO BE DETERMINED BY CIVIL Z a, EN69EER. SEE PRECISE 6RADIN6 PLANS FOR LOCATIONS. co F. YFEI REWH;EO BY SOILS EN6OE$R OR OTHERS,TIE COURTYARD _'• n DRAINS AND ROOF DOPINW UTS INTO 517E AREA DRAINS. Ea� • .w M WHEN MOLINTIHI6 THE&ARA6E ! DOOR TRACK FLRR WALL TO Z CONGEAL CURB HEN NECESSARY. DO NOT CHIP CONCRETE CURB � Y cc -.j G - � � �c • � W I.... cc a I I 21/2' K C-'7 7 cu ---- r 9'CURB CONDITION b'CURB CO/OITION Ir } GENERAL INFORMATION AT GARAGE DOOR NTS M pC ° W Q 03 -4 '�'1 Q 1=-1 09 XXX XXXXX e a �L 1 �xore , n �Q E -4r a SLOPE � Date:00-00-15 - - - a REVISIONS - ry n �I r it EEJQ aa Q r.I T a 4 YI ft&eHomes 1250 CORONA POINTE COURT SUITE 600 I'-II' Ibt2' 2 21 I'-II' N!-2' 2'-2le CORONA,CA 92879 w PH:(951)428-4400 20'-S 1/2' 3'-6' ID'-2 In" 20-0 1/2' 37-0' 7T'-0' •OVcD CE .•.l Ig�OA4S TES iP1C. - F° ; AURA 5L8 I NTR�AGEDDNDUM G SLR I NTRAGE PLAN Q SCO-RFr'" DATE the L, "ewcd for Au even za"o am9 EY�bec'.• „arbu11�in9 parmtt Pen AT CANYON HILLS PA-2D _ loose Plona ccC cs ar- s. fwa,vvllo r,Ata,w+r-v aPPhcabglear;cd REP®R TO D,1�IG PL,W FOR PErM TO CpbIG FLAN FOR nPpepval lTY all aPF1 ^t orP Irterm}c,�n�"':';- PLAN 1 NOTBS,DIF@°WONL9,ANdJ a. � .� MOTES,DIMENSIONS,ANb INFORMATION Nor sN1owR HERE. `�of t`•.'; ; SLAB INTERFACE INFORMATION NOT SFIOWR F®RE. S:,aro$ anc" V . l`r ADDENDA"B"&It y 1 .1 -1 JOB NUMBER: 023-15015 COPYRIGHT U 2015 BASSENIAN LAGONI ARCHITECTS FLOOR PLAN NOTES �M I. 56'CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. VEUFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR 2. 50'SLIDE-IN RANGE AND METAL F_)OIAJUST HOOD ASV.HV LIGHT ND 4 bi FAK(MIN.100 CPM.,MAX 5 SOME,AND VENTED TO OUTSIDE AIR). �G�` FFSK/, �6p 5. PANTRY.SEE INTERIOR ELEVATIONS. 4. 50'BUILT-IN OJBVfMGROMAVE COM MM110 N. w g-p.0• 5. S'-0'PRE-FAB FIBERASI A55 TUB/SHOWER WTH WAM RESISTANT ST-0' MWNBGOT TO DO•ABOVE DRAIN UND.PROVIDE SH°YEIR CURTAIN 14'-0 VZ' 9'-5' 1'-I In• b'-4' ROD UND. 11 ZS'-I• II'-II' 6. PRE-CAST SHORN PAK SEE PLAN FOR SIZE.TILE TO 80'ABOVE DRAIN AND. T-0 Vj• 1,-0• '-10 In' 6'-4 In' I'-4' W-4 In' W-O In" '-5 1n 12'-0 In' 12=?V3' 4=1 I/4' 1'-0 S/4' 1. SHATTERPROOF BLASE,SHOVER ENCLOSURE.SHOVER DOOR TO BE A MIN.22'CLEAR A 1'-6* W-5 1n• G 6 I'-9 A G 6. 10.7 MAJATIC 7LGNOLOM 1e/SHOVER CONDO.(HNALL COVERINsb TO IB IS IS IS BE G®®+T w.gTee TILE OR APPROVED EMAIL TO 80'ASV. DRAIN AT SNORERS OR TUBS YV SMOV43M MATERIALS OT E R THAN 9TFWTIRAL MB4!'ERS TO BE MOISTURE RESISTANT) --Z---- ------- --- -----S - --1------------ - -----------L--, 9. SHOVER SEAT.SEE PLAN FOR HEIGHT. -- I � I I r- - -r----------- -- N 10. LIIBR CABINET.SEE INTERIOR ELEVATIONS. I I II. BUILT-IN SHELVES BY O HE RS16 SIELVM AT 20',U6•,12',12',U2',12') LA I I2. 12'X 56'X 22'MECTANSIWR TO NTH TIE HIA16 T.PROVIDE MOTOR M MONSOON I I I I I AWAM PANE.AT OPTIONAL SPA/M'DROMAWAGE BATHTUBS.VERIFY SIZE �•• c I I OPT. COVERED I I AND LOCATION OF ACZM PNB OPT. DECK I I I PATIO I I 15. WATESR HEATER 15'VENT To OUTSIDE AIR Q I I I 9'-I•GL6. I 14. TEMPERATURE AND PRESSURE FIEF VALVE. o,15. TANKLESB WATER HEATER.PROVIDE FUEL 6AS.INSTALL NO VENT I I I I PER MANUFACTURER.REPER TO H.VA.G.DRANNSS. I I I I I 16. PROVIDE WATER AND WASTE FOR MASHER. [\MUTT I I II _4 S I M. PROVIDE 5N41T71'PAN NTH DRAIN BENEATH WASHER I I I x. OPT.12080 5L.&L.DR.TEMP. I IS. ORYIN VENT(MAX.14 FEET LENGTH INCLUDINS(2)40 DEBREE + • H3BOW5)PER cML.504s. - - - -9L.- - - SN. 6050 x. 7EMHP OIL. 6000 x.OIL.OR Tt!W. H x. M. 14'xb'GARAGE EXHAUST VENT.SGR�AND LOVVEIRED. J N In ------- - 3 20.PLUPEIN6 HASTE DROP FROM ABOVE. r OPT.b080 SL.SL.DR.TEMP r- .S R P �� - - _ N -I - - 21. FAR.IN ATTIC.PROVIDE 50"X 50'CLEAR,ATTIC ACCESS PANEL AT OPT.DECK :N (OKU.ry O ADD(U 6040 SL.AT h 2 S ; _�S -�'� 6 n 22'PER OUS FRAME PROVIDE C FUEL S OP LIGHT AND SNITCH. h+--� � � 22.22500'ROUSFH FRAMED Arne AGGE'i5 oPH3uN1e;PER GRG.RbOl.l. 4'-10'Nn •n ry m 25.LHE OF DECORATVE PORCH RNLIN6.SEE ELEVATIONS. OPT.COVERED PATIO p : $1 KIT'GHEN�+ MASTER ASTER 266E = it" if E284,_1,CL6 ,p 24.LRE OF GUARDSEXTERIORS ALL NOT BE GUARD.THAN ELEVATIONS FOR DETAIL. t BEDROOM r+YL BATH V1NYL -K, TOP D GUARDS SHALL ERE LESS THAN OR IN HEIGHT. NTA FiIlARDS•.ATOLL HAVE INTERMEDIATE RAILS OR AN ORNAMBITAL OL05FT 1 2S'-a In' II H' I W-a In• 4' 2 PATTERN SUCH THAT A SPf$RE 4'IN DIAMETER CNI40T PASS Q -'_I THROUGH PER OAR.RM.1. JI a-I'GL6 Q 55 IOPr.�\ d-I"CL6. ` '-1. S 00 25.DUCT CHASE.VERIFY WITH H.VAG.DRANNSS. - o ` i GREAT DI INS ,J6 V II,. -, 2 26.BALLOON FRM®WALLS.SEE STRUCTURAL FRAMING PLANS. momme u ROOM 4'-I'GL6. 51 I 4 O 27.LINE OF CRIPPLE WALL ABOVE. � ■ cawi . I\ Q 26.LOCATION OF WATER CLOSET AT FLOOR ABOVE. D3 i Q i 4'-I•GLb. `�-- --- o Q 24.DIRECT-VENT SEALED COMEUSTION TYPE EXTERIOR FIREPLACE.SEE ■.. c II 10 LZ-- - - r = I ___ ___III ,O PLAN FOR FREPLACE BOX SIZE.PROVIDE FS.,IGNITOR SWITCH, � ISUIRO DIRECT-VENT TERMINATION PER MWWL SEE NHFR SPECS.FOR RAISES t I h 6 R P f O I CPT. G.T. r ___ HEARTH REWIREMBRTS. z I, ry W-5 1/2' 4'-10 9/a• 6'-N 5/b' b-' 1n• 5'-u In• i '.+}• i 3'PPON zcb STUD,HALL. �PLAN FOR HEIGHT. '{�' a_1p• 1'1 I " 5'-a• H T-1 V2' 5,110 I In• o - 23 •aXa N L-1 i I n i 52 PLAN OR FIREPLACE Bo gPROTMDE R 6 ITORGH '-I"GL.6. n -I' - ___ DIRECT-VENT T IVANATION PER MFR.SEE MFR SPECS.FOR RAISED •L7 )STD. - I �i }7HIRV rt INSTALL •y5 I ,6 HEARTH REd1UREMENTS. t N4AT .LONER i aHRDOF s BE ROOM 2 ; nITEER -- , II 1 f I SS.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLOW.SEE GENERAL l-l it JAMB I I DS D'-I'GL6. �" 'ry _ NOTES POS GROUDING INFORMAnOK cc C.,'� 0 1 55U --- 54.NEME55.FLATL POST. __HEIGHT DETAIL OR a ryI 10 -j J i SI 'JI --- 56.ARCHED SOFFIT. PLAN FOR HEIGHT OR DETAIL. Q o V� e� I 57.LINE OF FLOOR MOVE. ry s OPT. 5b.6AS METER LOCATION,SEE UTILITY PLAN. 34F 54.ENCLOSED ACGEWABLE SPACE L DER STAIR SHALL BE PROTECTED - - n - - R PORCH Eqµ(,LE,• 1_R WITH 1/2"GYPSUM BOARD ON ENCLOSED SIDE PER CAC.Itl02 1. n •5'-2' •S- In 4'-0' S'-10 In" II'-2 In' HIl 41 41. 54'-58•NIGH HANDRAIL ABOVE NOSING PER C.R.C.R7II.TDJ. Y 40.42'HIGH GUARD PESR GAL.R512.L XXXXX XXXXX 9'-I'STUCCO GL6. I I 42.LINE OF ACHE RED SYNTHETIC STONE VBEER.SEE ELEVATION. a4211T __ 4 T X C a 56 I n n Dab:o0 oo-1s p Woo, � , 44.LINE°F-2*KAJfl MASONRY ELEVATION SEE R HEIGHT. 51 4 s 44.LINE°F it WAINSCOT.SEE ELJNAnON r9FR HEHGHf. 4 S I I ~ 45.LINE OF WAINSCOT PURRING.SEE ELEVATION FOR HEIGHT.SEE SLAB D3 55 -_-_-...-_-_ H- .0 rr -yyy�ppE ---- � � --- INTERFACE PLAN FOR MORE IFIFORMATON. RAT . ry 3 1'-6' - CPR. 46.DOOR OPENINSS BETHEBH GARAGE AID RESIDENCE SHALL BE REVISIONS - TO 40/ . obr=ram 606E BI-POSE * - ,0504200 5f= H, I -I. SSOL11G HONEYCOMB-CORE HOOP DOORS NOT ESSTffi 1D0 R9 f�L W THAN I S/IN G 1 TAT Ob C DS _� ry Y. ry -- q THONGS TH11O4 O2 20-MINUTE FIRE-RAT>7 DOORS,6fiNPPm WITH E.EV.'A SELF-CL051N6 AND SELF-LATGNN6 DEVICES.GAL.R5025.1. -- p 3 TOR 47.PROVIDE MIN.100 50.IN.OPENNS FOR MAKE UP AIR AT LAUNDRY q t N "N t AT OPT. n - __ ROOM PER 04.0.501 1 i 1 BA. 11 J __ __ 46.24"Ab'TOWEL.BAR-HEST.54'ABOVE FINISH FLOOR �11- 1 44.TOILET PAPER HOLDER-HST.24'ABOVE FINISH FLOOR yy AT OPT. - a'-I"C.0. - 5=1 In' S0.TOYER.RING-MST.S4'ABOVE FINISH FLOOR G 94F, �,_r, BEDROOM 5 STOR. a74 i,-4- - SL'UNDER COUNTER REFRIGERATORAMVERABE COOLER. -� \ '- p D'-I'CUB. -ry 4'-1•CLO. 'l1 R - .� S2.FLOOR ORNN. - - _ - --- 5S.LAUNDSHELFRY SEE PLAN FOR HEIGHT B N a'-0 In r 14'-4 In' �103 _ 54.LAIIDIRY SINIC. _sss i 13 5n6.In• 6 NICHE. a'-H•I 57.LAUNDRY SHELF-HT.60'ABOVE FINISH FLOOR ry ` - LEGEND W, n I ( SN. 0 5046 x. n T. Q ° PEN/OPT. - INDICATES KILLS REWHRINS ALL BOARD ON GARAGE SIDE OF MALL MINIMUM OCOPANCrY S BEDROOM 4 4 ------------H-1-------- -- SEPARATION PER GAL.TABLE NO=& . - - - - - - - - - - - BATH 5 INDICATES(1)LAYER MIN.In'GYPSUM BOARD AT CEILING 4'-1'GL.G•. Q HIBI ATTIC OCCURS ABOVE GARAGE.INDICATES(V LAYER i- 5/6'TYPE'X'GYPSUM BOARD AT CEILINS*M HABITABLE ROOMIS OCCUR ABOVE GARAGE.C.R.C.TAME POWb. INDICATES EXTENT OF COFFERED GEILIN6. T SEE FILM FOR HEU6HT(S). fl WASFIR IS ALYMYS 4050 SL. AT MALLS I E55 FIRE RESISTIVE WALL ASSEMBLY )s AT WALLS LIES THAN 5'-0'FROM PROPERTY LINE PER P. �pLJ..ryY� I I *1a'SNDAER HEAD IN I I CAC.TABLE RS02.1 0.SEE IDETAIL(S), N GGR�B VVGGG`II 11VV��1�7 ON THE LENT 510E I I SECONDARY BATH I I INCLUDING REVERSE I 1 M4'SHOY'ER HEAD IN 1�. IKAWER BATH GENERAL PLAN NOTES TAM A G HHNDOYLS SHALL BE A G CNP TO BE HOLLOW GORE 1 5/a•THICK UND.,(SEE ♦16'SNHOYER HEAD IN - - CAT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE Sf 113 MULTI-PIE WITH A MINIMRH 13 I Sf 1250 CORONA POINTE COURT 9EC.ONDARY BATH OF ONE TETPEIRED PNIE ��'. ; C ` 70P OF INACTIVE DOOR SUITE 600 $ N54"BIRCHEN HEAD IN GLA99 BL.OGK,ORERHACCE DOORS TO BE HOLLOW CORE 1 5/4'THICK '-2 In '�'` �.�ed CORONA,CA 92879 MA4TM BATH 4'-0• 4'-S• Z'�0' T3' W-0 In' 5'-b' 1'-6 In' 20-M INIIE RAIM. -0 2'-0' 6"1/4' 6'-1 I/4• I'-II• 16'-2" Coo - •(SEE PLAN FOR SIZE)• PH:951 428-4400 BE SOLID CORE 1 4'THICr, PLAN FOR o a'-10' 6'-I' ZZ'-I" 5'-8' 15'-2 VZ' 20'-5 In' S/ AT TRY DOORS PROVIDE/DEADBOLT`ATAT TOP AND ( ) 6� V\ cc',',:•,` MOTT OOA DOOR a I ,cab\cap;` D.,A)LLa FRENCH DOORS TO BE 50_ID GORE 1 5/4'THICK.(5EE teo�a\bY" PGR'FOR SIZEA D OTrOM Or INACTIVE EVEDOORS PROVIDE AURA Q PLAN c.. : TAT TOP AND BOTTOM OF INACTIVE DOOR. S GOAD �LOOR PLAN FLOOR I L I` IY� E. E CAPE SMALLRF2 VERIFY WITH HAVE I MINIMUM MET R THAT ALL -a,�' ESCAPE OR RE9GUE WNDONS HAVE A MINIMUM NET CLEAR OPENING AT CANYON HILLS PA-2D O.5.1 SCIUARE FEET,GRADE FLOOR OPENINGS SHALL HAVE A scxu w••r•o eu+a w•.1w' I MHAICE'UP AIR MNIMM NET CLEAR OPENNG OF 5 SO.FT.THE MIK NET CLEAR OPENMI6 HEIGHT SHALL BE 24".THE MINIMUM NET CLEAR OP6uN6 SW ADDENDA FM PLAN SEE ADDENDA PM PLAN HUM SHALL BE 20'AID THE BOTTOM OF THE CLEAR OPENING ND PLAN 1 CHANGE PER ELEVATION. PLAN 1 SQUARE FOOTAGE CHANGE PER VIEVAnoN. GREATER TAN 44•ABOVE THE FLOOR(GAG.R510.U.MIDONS NET FIRST FLOOR 995 t�NG THESE PMAREMENTS SHALL BE BROUGHT TO THE FIRST&SECOND (MEDIATE ATTENTION OF THE ARCHITECT. SECOND FLOOR 1,156 F. THE LOYEST PART OF THE CLEAR OPE INS O.OPERABLE WRDONS FLOOR PLANS TOTAL 2,151 LOCATED MORE THAN'12•ABOVE FINISH GRADE OR SURFACE BELCH SMALL BE A MINIMM OF 24"ABOVE THE FINISH FLOOR WEN GARAGE 422 1. OPERABLE SECTIONS OF THESE WINDOWS ARE LOCATED LESS THAN _ a 24"ABOVE THE FINISHED FLOOR THE OPO4WS SHALL NOT ALLOW PORCPATIO H AT ELK IN �23 AT THE PASSAGE OF A 4'DIAMETER SPHERE.(GAL.R512.2J) OPT. Dom FOR 12 PORCH AT ELEV.'B'6'C' 22 MAKE UP AIR THIS PROJECT SHALL COMPLY WITH MATERIALS AND M 2 NOTE,FINISHED SGIUA E POOTASE CAIXA ATION'S FOR INS MOUSE HERBMADE HI N CONSTRUCTION METHODS FOR EXTERIOR WILDNRE JOB NUMBER:023-15015 NR 1 BASED ON M DI�BCIOLS ONLY ND WAY RY FROM THE FNNIS/m SOVAIE MAKE UP AIR EIOOSUIE PER C.R.C.SECTION R327.SEE SHEET 0.3 F'ODTA,BE oP THE IHoux AS I'JULT. A FOR ADDmoNAL REQUIREMENTS. O AT LAUORY ROOM COPYRIGHT C 201E BASSENIAN LAGONI ARCHITECT) r U� U N ti�-H13N N��5'CP 2-6• 20'-1• 2'-b• 2'-6' 20'-i' 2'-6- 121 __ ___.___ ---------------------- c ry 52 ® iv WE f� �.• SEE 24 m" 55 �. COVERED v eFv. + 9m I PATIO 9m �r■�/ WE �V- I IE—LOCATION OF q'-1.OLB. 4 m". 4 I I OPT.FULL HST. l55 I /'�' Z DECK �7V 24 em ° I I MEDIA WALL 15'-11 1/2• q'-1 1/2• I I J ■ T-51/2• 11-0• �. I I .�. t- 6 µ 24 I Z cc 6050 5L. 4 TE1P-6L. 12060 9L. m Trw. y 60W 9L.&L.DR - MASTER I ■ C - BEDROOM II ' MASTER I I II l B1AaTLe _. GREAT DINING i i �, L ` ROOM q'-I.O46. I I C 30 II LAJ ccZ s OPT. DECK OPT. COVER CD PATIO AT MASTER BEDROOM AT EaREAT ROOM XXXXX XXXXX Date: 00-00-15 REVISIONS I OLM Ve". 06/29/2016 j ElLl t . 3 Q 1I 1 T'-6 I/D'I '�'-6 5/8' FWdeeHomes I � i 1250 CORONA POINTE COURT SUITE 600 CORONA,CA 92879 BEDROOM 4 q'-I*C4-6. PH:(951)428-4400 0 0 AURA ScoTT AT CANYON HILLS PA-20 OPT. BED 4 W/ BATH 3 er't pending oFI cable c 1:rc�as IN LIEU OF DEN PLAN 1 FLOOR PLAN OPTIONS 1 .2-1 JOB NUMBER: 023-15015 COPY■eHT ©2015 BASSENIU1 IACOxI M ICHITECTS UTILITY LEGEND �} SURFACE MOUNTE7 CEILING LIGHT FIXTUM Y SURFACE MOLWTED TIJIORESCINr CEILING LIGHT FIXTLRP is y�N G11 EftSKI 60 RECESSED LIGHT FIXTURE � 1 RECESSED LED.LIGHT FIXTURE c Fn *i VP. RECESSED LED.LIGHT FIXTURE WITH VAPOR PROOF �, 's LEM COYM(6FG1 AT HYDROMASSASE TUBS) 4, aidt 5<P 411 RECESSED MINI' LIGHT FIXTURE �--" M RECESSED 4•LED MINI EYMBALL'LIGHT FIXTURE 7C",tI HANGING LIGHT FIXTURE r—Z------------- --------5- r-1--------------------------L- , N..( HANGING FiLORE3CENT'uGHr FIXTURE 1 T1 MNI r NANGNNS MINI-PBbMR'LIGHT FIXTI.RE IJ Ll 40 WALL M INTE7 LIGHT FIXTURE H COVERED +0 MALL MiI tw YLUORESCEm LI6NT FIXTUF@ PATIO +* EXTERIOR WAND_MOIA W LIGHT FIXTM WTH O MOTION SENSOR APO PHOTOCELL a MALL MOWVW SCONCE LIGHTOPT. W 4''O'Cs�tRJi!SURFACE WaIR W "AOIIE/GENT' LOW fucmw H$� UNDER C,46WT SURFACE MOUNTED FLUORESCENT' _ - - LIGHT FIXTURE T- V_ P. JKIN __-_ 1/2 NOT r NOT H ,o „ �` LINOM CABINET TI1GK'STYLE LIGHT .� `� E'-I• - FLUSH MOUNTED STAIR TREAD LIGHT cc �.\ MAST M \ — )rti R�EXKkST FAIL 9WTGH CONTROLLED -\ BL°DRDOM i \ MA5TLR \ r r _ S EUSIAl15T RAN LISTED FOR CONTIN)OUS OPERATION FOR m �� „ faR 4 WHOLE AT A VENTILATION.I SOW FAN TO BE RATED FOR � Q' ¢ BATH r '7 HRLCT. 5oHM0 AT A MAX.I SDIE VENT®TO O.S.AIR —� '\ -- 1 \' GI INS M� 1 ail I ~ srALeTIBe RECESSED COMBINATION FLUORESCENT LIGHTE9REAT \ I 7. j O •P� EXNNYST FAN.SKTGH CONTROLImLIGHTED ADDRESSSIGN(LOW VOLTABFJ,VISIBLE m ROOM \ v -�"�'— F ROM STREET,TIED TO PHOTOCELL FOR AUTOMATIC_40" MI P IRLP , 1LLUKATION 125V DUPLEX TTNTV _-_ N. r - _ ' N'�1 � CONVENIENCE RECPTACLE \�\ `\ ' KITGHLN I --- uere HALF 125V DUPLEX CONVEMEJNCE RECEPTACLE �� z *� I I w(W USB C~INS PORTS `\ \ ;� _ ,—-—-— I ag 220V 220V SINGLE CONVENIENCE REOEPTACLE �R PO. I_ __Y J� T U2 125V DUPLEX CONVENIENCE RECEPTACLE,SWITCH ® ' r I NOT CONTROLLED, 1/2 HOT' _ !- I 0 ----_-, t =0 125V O)IADR.EX CONVEMENGE RECEPTACLE u• qpT BEDROO 125V, DUPLEX CONVENIENCE RECEPTACLE BE.OW T �Iq / i ,.j1/� -_`� �• OWU DING INSIDE CA Wr OR ABOVE AT CEILING) IQ ry 125V, GROLWO FAULT CRCUIT-IMERRUPTER(GFGI) DUPLEX CONVENIENCE RECEPTAGJ= u ,1 HALF 125V, 61410IM0 FAULT CIRCUIT-INTERRIPTER ® ', '— _ , 1 NTRY / USS (GFGI)DUPLEX CONVENIENCE RECEPTACLE W(W W. 1pORy�5G�H USS CHARGING PORTS !l ___ �+ ` ' GARAGE i err. 125V,MEATiE RPROOF SP4.1.DUPLEX XJ000( D I ` CONVENIENCE REGEEPTAGLE DRM:00-00-16 \} OS -_—_—_-------_- �� �_ --- I .T2• OO 125V FLOOR TYPE DUPLEX RECEPTACLE,WITH COVER SINGLE POLE LIGHT SNITCH 1 I REVISIONS I , / emu- THRMEiHAY L16W MTCH H9LD6.DQT. oerYJ/]oIe i R. I kh OLD6.O?f. mn6l2a6 pr- FOUR-WAY LIGHT SWTCH SINGLE POLE LIGHT SWITCH WTH DIMMER CONTROL T • OPT. -------- I .� SINGLE POLE LIGHT SPITGH NTH '` tATI � E•V' I MMUAL-ON VACANCY SENSOR TV. i/ I �_____� _ AT CL.6. ..:Tx 200 NT mBGTA1GAL PROSRAMM AZLE CEILING EXHAUST FAN CONTROL p A j \omomoOM 3 I G° „s'"""., FOR INDOOR AIR OI)ALITY PER A51RAE STD.622. I[ 1 F . -----I - \ AURRE SOLAR GBCTRHG• 1/ AIR SWTC 4 FOR SARBASE DISPOSAL i-(TV. TELEVISION ANTENNA/GABLE JACK V2 I -- FICLIDAY +-4M4. TEU394O E JACK �--.�' PUSH BUTTON FOR DOOR GF11MF5 OR GARAGE NOT �� VP. i % ' IRRieATbN DOOR OPENER TIM O R 1-1: DOOR C 01ft o II --- --- ----_- 60.V. TNIRMOSTAT,VERIFY LOCATION WITH HEATING INGn BR JoNN BOX,MATH GOV OR ADAPTOR AS R5WMV 51PROOM 4 t Tv. TI3" \` ----------,/BATH 3 ---------- J O PV BATTERYSHOM YBBNAC4QJP IICZ ANDS NS '~FMAPPRO�VE D \ WHOLE HOUSE FAN SPITGH HATCARBON MONOXIDE ALARM,CEILING MOUNTED,HARD BE � UN L.ABMJW PITH THE FOLLOPINS, HIRED AND WBATT9RY DAMP. K.G APPROVED "OPERATE Y'MEN MIOUSE 15 IN USE' �` COMBINATION SMOKWCAABON MONOXIDE ALARM, NOT ® CELMS MOLWTED,HARD WIRED AND W/BATTERY BALK U°. ICG APPROVED / © (.F+INS Fr4N JUNCTION BOX jNft&eHWVS IFS O�FS,O.V. '!b the 'led fo Utnoriz dO VALVE lNd W/SOW P 1�6n)In9 I 6y Sans h=y ec �.,c'`A�•s.G11A111� T pes P fe c `�„W; oft OUT FOR F�pgdCE MAKER 1250 CORONA POINTE COURT ALL MANON 0111CAATS THAT SIPFLY L29 NOTE, apP SUITE 600 het va c CORONA,CA 92879 VOLT,SIINLG BIM'D AND>D AtT� ALL HOW NS6 MIST HAVE AN APPROVED aPP .� inns SHALL BE POUTLETS PRRO'TT507017 ALLED IN BY AN��ALLiiS AM�HRHON olvHCe. PW:(951)4284400 ,ylua VENPTLATION fOlt TOLET GOPOPARTMENT5 ANI7 ENTIM TCJI �JUBT OaMJ!B'T�11E TWO ArPL115 tcv 1,� 'SMALL P16r1V1D®BY AN E%HNFS7 FAN W/A MN IRATE OF SO GPM.(GML.TA■.E 405�),APO BE RAT® FOR IC E LISTED A MAX.5 OVA VENT®TD OUTSIDE AIR AURA b. *100VIDE LISTED NON4RENOVAISLE TYPE BACK PLOW PREVENTION DEV"AT ALL NOISE BIlBS.GPr,.4M57I. 5LGONi� 1�LDI�R UTILITY PLAN 11t5T �Lt�4R UTILITY PLAN "�"A"D'�""°"VA`ES OF VIC f " m IIII LANICE D w NISNVIDNYhI.,O rme VALVE OF 4EI*11O5T nc.MIXIN M �A+R R Rai 7HERh106TATIL,OR NlG9:AAIE�3TATIG MXING rcwa W'•I W � VALVE TOE.C.P.C.4003. VALVES SMALL BE ADJUS119J TO S�E ZVATTOMS POR E7NACT DELIVER A MAXIMLH MIXED WATER SETTING OF 120 DEGREES F, � ROGATION OF LI6MT1'S7 ADDIRE9G SIGN. WATER HEA719R TFEIIMpSTAT SHALL NOT BE GOPLSIDEREV A CONTROL FOR MEETING THIS RBWI @ENT.GP.G.4H43. EXTERIOR AND PORGN LIOMNS MAY D. ALL 120-VOLT,SINGLE PHASE,15-AND 20-A PIM BRANCH I=A MW FLWR VARY,SQ ELEVATION FLOOR ADDENDA, CIRCUITS SUPPLYING OUTLETS INSTALLED IN ONS.LING UNIT IN FAMILY ROOMS,DINING ROOMS,LNING ROOMS,PARLORS, UTM pum LIBRARIES,DE15,BEDROOMS,KIN ROOMS,RECREATION ROOMS, CLOSETS,HALLWAYS,OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED NRLfALLT CIRCUIT INTERRUPTER, GOMBINATON-TYM INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIROAT.OP-40.210J2 A KIMS TYPE L25-VOLT,IS-AND_ SHALL BE LISTED TAMPER-R PE ESISTANT R GP.L.406J2. 1m3 F. HATER EFFNONtIOENGY AND CONWINIVATION REQARE•6NTS, I. BNOMERIEADS MAXIMUM FLOW RATE TO BE 2 O.P.M. JOB MEMBER:OY7-16016 2.LAVATORY FAUCETS MAXIMUM FLOM RATE TO BE 13 O.P.M. Nib S.KITCHEN FAUCETS MAXIMUM FLOM RATE TO BE ID 6.PM IfOPYNBIR . corm UIOONIOIIACNITECTB 4.WATER CLOSETS TO BE MAX.1 6ALJFWSFI. MUMM P UTILITY LEGEND n„4 } SURFACE MOIHTED GEILINS L16W FIXTURE * b� SURFACE MOUNTED R.UORESV Nr CEILING L16W FIXTURE �OEps)Q '�60 ' RECZ55W L16W FIXTURE c2i w a Q N Uo ' REC�LED.L16W FIXTURE V.P. RECESSED LED.L16W FIXTURE WITH VAPOR PROOF LENS COVER(6FGI AT HYDROMASSA&E TUBS) 'N RECESSED MINI' LIGHT FIXTURE + EYE REGE55ED 4-LED MINI EYEBALL'LIGHT FIXTURE HANSIN6 L16W FIXTURE -- --..-- -- --- -------- HAN61N6 FLVORE5GHIT'LI6HT FIXTURE ------_ ._-.--_---��-------- LOC r�rp"`N. MINI P' HAN61N6 MINI-PEFDANT'LIGHT FIXTLITE ® +OGATE ON WALL AT 54"ABV.F.F.ANDPROVIDE BACKIN6___� ��ilOPT. GO V LI�Gfl to tyJ WALL MOUNT®LIGHT FIXTURE ■ �N R o PATIO ' I I +� HALL MOUNTED rLUORESCENT'L16HT FIXTURE tC� OPT.FULL HEIGHT-____.�� DECK MEDIA WALL �OPT.N. 1 J EXTERIOR WALL MOUNTED u6HT FIXTURE WITH711 A Q: •I�4H•OPf. t i 'h+ MOTION SEW-OR AND FHOTOGELL ( ) � a: LOCATE ON WALL AT-1 I OPT. OPT. I I +' WALL MOUNTED SCONCE LIGHT ;ICI♦♦ a�� LL �IDE.BAGKINAND I �n I HALL MOUNTED FWORE5C-EW 5CONCE L16W �Y/AT OPT.FULL HEIGHT 4'-0'(]-BLEB)SURFACE MOUNTED FLUORESCENT' ' WP- MIA WALL ` ` LI6Hi FIXTURE ca n _ UNDER CABINET SURFACE MOULTED FLUORESCENT' ■ "' -- H�-i LIGHT FIXTURE MOM CABINET PUCK'STYLE LIGHT FLUSH MOULTED STAIR TREAD LKPFiT MASTER xI BLESSED ewwur FAN SMYrcH CONTROLLED BEDROOM I i E r5E �IO�BE�DF� HHOLE RATED FOR SOUND cc SO AT A MAX 15ONE,VENTED TO 05.AIR �JI II \ II 11 I I I I RECE55M COMBINATION FLUORESCENT LIGHT/ CL- u I I 1 EXHNU5T FAN,SNITCH CONTROLLED ■ _�= I LaiTEO ADDRESS 546N(LOH VO_TA6r),VISIBLE a FROM STREET,TIED TO PHOTOGEI FOR AUTOMATIC Arm" I 1 ILLUMATION AT N16HT. cc I 1 -a 125V DUPLEX GONVENENCE RECEPTACLE " $Um HALF 125V DUPLEX CONVENIENCE RECEPTACLE OPT. DECK OPT. COVERED PATIO �220V 2 (2)�GHARGIIM PARTS _..-.- -- 20V SINGLE GONveuEtcE REG3�fA4LE � •.• c AT MA57ER BEDROOM AT 64REAT ROOM acwa w.ro 1/2 125V DUPLEX CONVENIENCE RECEPrHCLE,5VYTCH H HOT CONTROLLED, 1/2 HOT a 13V QUADPLEX GONVENENGE RECEPTACLEC.411 _t 125V, DUPLEX GONVENEWE RECEPTACLE BELOH ONCLIUDIN6 INSIDE CABINET OR ABOVE AT CEILIN6) "cc 125V, 6ROI11D FAULT CIRCUIT-INTERRUPTER(6FCI) DUPLEX GOHVENIENCE RECEPTACLE HALF 125V, 61ROUND FAULT CIRCUIT-INTERRUPTER -MU56 (GFCU DUPLEX CONVENIENCE RECEPTACLE H/(2) U55 CHAR61N6 PORTS XX X XMAA HP 125V,HEATHERPROOF SPL.I.DUPLEX CONVENIENCE RECEPTACLE Date:00-00-15 ——— Q 125V FLOOR TYPE DUPLEX RECEPTACLE,WITH COVER SI"SLE POLE L*HT SHTCH REVISIONS Av� THREE-WAY LIGHT SKTC 4 A. I -+'- FOUR-WAY LIGHT SNITCH -Q- 54NSLE POLE L16HT SVYTCH WITH Oil 1 t CONTROL -y- 51NSLE POLE LIGHT SNTCH NTH ----- MANUALON VACANCY SBCPOR PR06RAMMABLE CEILING EXHAUST FAN CONTROL - i FOR INDOOR AIR QUALITY PER ASFRAE 5TD.62.2. AIR SWITCH FOR GARBAGE DISPOSAL —_ - - +ITV. TELEVISION ANTENNA/GABLE JACK ' i +-/PN TELEPHONE JACK - / i PUSH EII FOR DOOR CHIMES OR 6ARACC _ DOOR OPENER DOOR CHIMES THERMOSTAT,VERIFY LOCATION WITH HEATING --- / ——— AND A/C.LAYOUT JQ JUNCTION BOX,MYTH COVER OR ADAPTOR AS REQUIRED BfzDROOM 4 Tv 0 Hl SMOKE ,w+"1"1.+6��M APPROVVEED� © CARBON MONOXIDE ALARM,GEILIN6 MOUNTED,HARD WIRED AND W BATTERY BA QUF. IGG APPROVED 1/2' ® COMBINATION 5MOKEXARBON MONOXIDE ALARM, HOT GEILIN6 MOIMTFD,HARD WIRED AND H/BATTERY BACK LP. ICG APPROVED - -- © CEILING FAN.JAICTION BOX y1 +-k m HOSE BIER(NB) �Pardee Homes OPT. 5ED 4 /W 7/ �/�Ay '�TI I 3 +'k p.IV HOSE BIBB HITH SH T OFF VALVE oe MY Soo IN LIEU OF DEN SCAM V4%I`d +} FUEL&A5 OUTLET(F6) +-® HATER STUB OUT FOR FOR ICE MAKER 1250 CORONA POINTE COURT 600 GENERAL UTILITY NOTES SUITE A9 mn4 CORONA,CA 92879 a PH:(951)428-4400 A. MEGHANIGAL VENTILATION FOR TOILET GOMPARTh£NT5 AND o igcP�J,�'� TPIC. BATHROOMS SHALL eE PROVIDED BY AN EXkWYT FAN NY A MIN. r_..: . _, OC T RATE OF 50 GFM.(GML.TABLE 409."D,AND 8E RATED F.,-. .= 501RD AT A MAX.3 SOME VENTED TO OUTSIDE AIR SCOI r, DPjg re! ?tIDE LISTED NON-REMOVABLE TYPE BACK FLOW PREVENTION AURA eery for A� on z�lE AT ALL HOSE SUMS.GPL.6035.7I. gY ves rrrznc� rm ?SHOVERS AND TL8-SHOVEiR GOMBINATIONE,SHALL BE PROVIDED I1Gabte r - a ben�es.? N INDIVIDUAL CONTROL VALVES O=11E PRESSURE BALANCE, AT CANYON HILLS PA-2D These Pt' c.-: .3 to -- lt$T905TAT1G OR PRESSURE BALANGE/TFERMOSTATIG MIXING pPebY grant-r'?" a mIt U-�•�Yt,TYPE.GPL.4063. VALVES SHALL BE ADJUSTED TO a^P eoe,DP3..jKER A MAXIMUM MI>w HATER 5ETTIN6 OF 12o DE6Rff5 F, c c- - - Y19T*EATM THERMOSTAT SHALL NOT BE CONSIDERED A PLAN 1 ,osuana _ •'-;va`.o;t,, CONTROL FOR M1ffTIN6 THIS REQUIIREMENf.GPL.4145. D. ALL 120-VOLT,SINGLE PHASE,15-AND 20-AJM BRANCH UTILITY PLAN CIRCUITS 5UPPLYIN6 OUTLETS INSTALLED IN DVELLIN6 UNIT IN FAMILY 1400M5,DINING ROOMS,LIVING ROOMS,PARLORS, OPTIONS LIBRARIES,DENS,BEDROOMS,5UH ROOMS,RECREATION ROOMS, CLOSETS,HALLWAYS,OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, GON'BINATION-TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH GIRGIBT.GEL.210.12 A E. ALL NON-WGKIN6 TYPE 125-VOLT,115-AND 20-AMPERE OUTLETS SHALL BE LISTED TAMPER-RE515TANT PER CZ.C.406.12. 1 .3 F. WATER E-FICIEK.Y AND CONSERVATION REOUIREM ENT5: z 1. SHONOWADS MAXIMUM M-OH RATE TO BE 2 G.P.M. JOB NUMBER: 023-15015 2.LAVATORY FA14ET5 MAXIMUM FLOE RATE TO BE 15 O.P.M. COPYRIGHT C ROTS 3.KITCHEN FAUCETS MAXIMUM FLOE RATE TO BE 1.6 6.PM. BUI3 COPYRIGHT GHT (E)2 ARCHITECTS 4.HATER CLOSET`'TO BE MAX.1.28 6AL.UFLU511. INTERIOR ELEVATION NOTES IAA4 I. KITCHEN SINK WITH 6ARBA6E DISPOSAL. 2. V56ETAO-E SINK. 3. FITR16E RATOR SPACE. 4. 30"SLIDE-IN RANGE WITH 50'METAL HOOD NENr TO OUTSIDE * bi AIR). GERSIp �6O S. 50 MICROA40M C N OMBO. E+T TO OUTSIDE AIR). b. 50'BUILT-IN OVENMIGROWAVE COMBINATION. w M_ .. 24' 12' 12' 12' Ia' 1. DISNNWA51ER SPACE. p 29 p p 6. TRASH COMPACTOR SPACE. 9. RECYCLE BIN SPACE. d' 10. WARMING ORAHM SPACE. 7 N S II. CABINET DOORS PITH 61A55, 12. TOP AID SPLASH. 13. 4"TOE SPACE AItI.E 5 NOTED OTf$RIWSFJ. I Q 15. A TION FOR DEPTH). NH7OK SEE PLAN FOR SIZE MD TYPE. ^ - Ib. PIIE cooLER SPACE. Tl. NAM PATS. 11,----�----LL� rf Yf ---- -------- ---- It. PRE-FAR WAIILiC.OT. J_I 19. TILE WAINSCOT. 20.MEDICINE CABINET. ■ 21. NO Sfn-A-IA4 1 22.VANITY KNEE SPACE. FOR HEIGHT) fin. J o 1—t 25.SHATTERPR00F ENCLOSURE. � CI tR a' 24. TOP RODAID SPLASH. �•'• 00 00 o l� 00 Lj BE �-� o ________ Doi i i I 26.WOOD TOP. �J u• ^ �E] ❑ T 4 �� 1-T 1 P 4 ___ ________ _____ I ; 21 UNDER ABINET(S E ELEVATION SPACE. - 4 A �` 4 ❑ 2a.BASE CABINET(5a ELEVATION FOR DEPTIU. 2!! � - ^ ^ I I I I i i 29.UPPER CABINET(SEE ELEVATION FOR DEPTtU. n n ^ II II m 30.FACE RLAME CABINET(Sff ELEVATION FOR DB RI). cc : u"^. 51. DESK KNEE SPACE. o: 52.LAU DRY SINK. XW CLR. 2a IS 3'-3'CLR 2a 13 GLR IT '-0'CLR 2a 13 2a VIEW NR VIEW 02 NB„N �� 55 KIRE SHELF A POLE. Tim t- AK SINK. 24' VERIFY 24' VERIFY 24' VERIFY VEFUPf 24' I.�.�I�ID 14. 35.PONE RACK. 36.BUILT-IN T-IN SHELVES, K I TGHEN T PAN.SID SMUTTY ,Z -....- _ Sa.BUILT-IN MK.ROWAVE OVEN GENERAL INTERIOR NOTEScc A. CABINET DRAWN66 ARE FOR SCHEMATIC USE ONLY.REFER TO i BULIPM 5PEGIFIGATION5 AND SHOP DRANN65 BY CABINET Q s MANUFACTURER FOR R)RTFM INFORMATIONB. VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE MATMALS C NTH THE FIREPLACE CHOSEN BY THE BUILDER AT TIE TIME of 0 CONSTRUCTION INSTALLATION. z 1L1 LLJcc a EllC.1 c 4 21 13 l w l � N 'r i I'-6• 1'�. 21 � 21 � � ��j 21 p ` IZ i Ia I'-v 12 11-6. In 12 ^ la 12 - Q VVVVv v�/VVV V OPT. I XXXXX XXXXX Q Date:00-00-15 �. io ,-*,P104 L L hr Lv o REVISIONS 't-=7I -1�7 tC===7) i'/ OUBA' 06/50/2016 - 21' 21" 21' 21' 21' 21' MASTER 1 BATH BATH 2 POWDER OPT. BATH 3 - wV.e,eTetilo AT OPT.BEDROOM 4 xxe�xr.ra ' O r PT.-t IS" Of" 13' IS' 7ql 36 36 36 __ter_ --------- I II � It II I 1 � I I II II 11 I 1 I I I 11 � II 11 I I I I in i - -'- u^mM r IIVIIICJ 11121 41 4 W. r-------Ir-------jr_T_ trl 4 I I K_______ K_______ _I- - j n1 F -]I + 1250 CORONA POINTE COURT SUITE 600 n i II CORONA,CA 92879 PH:(951)428-WO 13i �1 AURA -�OPT.24" 7) AT CANYON HILLS PA-21) LAUNDRY OPT. MEDIA WALL rxa awaw' AT GGV[Rm PATIO OPTION a x+rvv dYi - ;:.d to ad::erence to the et nn I5 PLAN 1 Tppl,nFhieyc;dcs ci, e hu�;6n9�pe;md pending INTERIOR 3 pc ELEVATIONS ,he n 11 .4 JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS SECTION NOTES 1. FA561A BOARD.(SEE ELEVATION) 2. BARGE BOARD.(SEE ELEVATION) S k 5. EXPOSED RAFTER TAILS.(5EE ELEVATION) ���'MERS 4. ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. S �� ,. O 5. ROOF SHEATHING. �Q ra 6. DESIGNED WOOD ROOF TRUSSES. �+ •.. T. HEEL STAND TRUSSES. WTI ZV g b. 61RDHR TRUSS. 9. 2X ROOF RAFTERS. 10. 2X ROOF JOISTS. * 5 IL 2X CEILING JOISTS. 12. RIDGE BEAM. 12 12 15. FLUSH BEAM. INSULATOR R-VALUE'S 4� �4 15, DROPPED BEAM. 2X4 YNHLL-R-IS 16. IX O ER 2X6 HALL-R-21 b IT.. IX OVER ZX TOP PLATE A7 EXTERIOR ARIN6 WALL. FLOOR-R-19 IT. DOABLE R TOP PLATE AT EXTERIOR AND EEARINI6 WALLS. R-4A Ib.14. DE FLOOR JOISTS. 41 PAIN F ATTICLARTFORM-R-50 42 3 120.FLOOR SIGNED FLOOR JOISTS. FL00R/CEILIN5 ABV&ARASF-R- ATHING- Z2 4 21. 6.1.FLASHING AT ROOF TO HALL. ■ T 22.6.1.FLASHING AND SADDLE/CRICKET. 25.EXPOSED BEAM. TOP PLT. TOP PLT. TOP PLT. 24.2X SOLE PLATE. C 25.2X P.TD.F.SILL PLATE. ..-. _ 2'1.2X4 CRIPPLES.4L 4T 16 RISE-R 5A6'I'T 5/4'MAX) R1 26.2X4 STU75. R-49 TYWP.AT TYP.AT RUN 10'MIN. 42 Iy 2b.2X CEILING FURRING. t U' MASTER WALL TI0/55 IRIEFM TO TYPICAL STAIR 29.2X BLOCKING. STMN6CR DETAILS. 50.2xb STUDS. �I�M DECK BEDROOM j b T b T 51. PONY WALL.SEE PLAN FOR HEIGHT. [�I!\a/l Q q MASTER D5 DS DS O 52.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, _ BEDROOM 19 51 AT AT AT Z6 43 STRUCTURAL ID TURAL CALCULATIONS A GENERAL NOTES. J r 36 12 R HEADER LMOINS FLOOR 5s.2X STAIR STRINGERS AT 16"ON C MW V n 31 42 R-IS 24 54.PLYWOOD TREADS,AND RISERS. ~ 35.WINDIER STAIR FRAMING W/PLYWOOD TREADS. '• ��. ••• PINFFLJIL PIN.PLR art•��•- I 42 MIN.PLR ft.RIP ZX DECK JOISTS FOR 1/4'PER FOOT SLOPE. - - - - • - - _.__ -__ _.. _ ___ - 51.EL STOMEZIC DECKING R OVER PLYWOOD 5UBFLOO INSTALLED TO TOP PLT. TOP PLT. • ••=r___________________� TOP PLT. MANUFACTORB25 SPECIFICATIONS. / 'r W.2X NAIL 5PACED'DECKING. h 54.ENCLOSED ACCES50-E SPACE UNDER STAIR SHALL BE PROTECTED o 44 I + WITH 1/2'GYPSUM BOARD ON ENCLOSED 51DE PER CAL.R502.71. cc Q d I I Q j R-44 15 40.42'HIGH GUARD PER CAL.R&2-1. -.aI I OPT. o 4Z 41. 54'-56'H16H HANDRAIL ABOVE NOSING,PER CAL.R511.1D.1. COVERED GREAT i COVERED GREAT 4 4 42.R-15 A 2X W LLS r PATIO ROOM I I o v R-21 AT 2X6 WALLS PATIO ROOM ENTRY L BEDROOM 4 I I COATS R-19 AT FLOORS b - I I 26 R-49 AT ATTIC I I _ R-50 UNDER.THE FAU PLATFORM , I IWALLS OME6A FOAM TYPE IX R-4-7 ICCN ESR-1962 AT ALL EXTERIOR FIN.FLJR PIN.PLR I 46 4Z FI�5 45.EXTERIOR FINISH,REFER TO ELEVATIONS. w 7 F ---- -_- 44.EXTERIOR CEILING/SOFFIT(SEE PLAN/ELEVATIOW. V"1 Ix 45.SHELF,V2'GYP.BOARD OVER 5/b'PLYWOOD. O I 46.CONCRETE FLOOR SLAB. err ��Ly 41.5/b'GYPSUM WUH.L BOARD. � SECTION SECTION �► REFER GYPSUM FLOWALLOR LANEOARD ■■� 49.ft�£R TO FLOOR PLAN FOR OCCUPANHGY SEPARATION PER C.R.C. R5026. AT OPT.COVERED PATIO 4 DEr-K scA+101111w =ALA W+1CO ATTIC F.A.U. NOTES inns A. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A FURRED SPACE. B. FURNACE SHALL 13E LISTED FOR USE ON COMBUSTIBLE FLOORING. XXXXX XXXXX C. ATTIC OPENING AND PASSAGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE' Date:00.OD-15 D. PROVIDE MINIMUM 24'WIDE SOLID CONTIN1011E FLOOR FOR PA55A6EWAY. E. FURNACE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC OPENING. REVISIONS F. PROVIDE UNOBSTRUCTED LEVEL.WORK SPACE OF 50k50' MINIMUM IN FRONT OF EY.I IPMENT. 6. VENT TROUGH ROOF A MIN.OF 5 FT.ABOVE THE HIGHEST VENT COLLAR WHICH IT SERVES. H. FURNACE INSTALLATION SHALL MEET ALL L15TEJ GLEARANCE5. I. RAISE PLATFORM AM PASSAGEWAY FLOOR SUFFICIENTLY 50 INSULATION BENEATH WILL NOT BE COMPRESSED. ,If 4� I= 14 GENERAL SECTION NOTES inn. A. REFER TO STRUCTURAL E161NEEA5 DRAWINGS,DETAILS AND NOTES FOR INFORMATION NOT SHOWN HERE. B. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOWN HERE. C. SECTIONS REFLECT THE'A'ELEVATION OLE55 NOTED OTHERWISE). 2 D. ROOF SLOPES)AND OVERHANGS)MAY VARY PER ELEVATION. REAR TO THE ROOF NOTES AND ROOF PLANS AT EACH ELEVATION 6 FOR MORE INFORMATION. TOP PLT. TOP PLT. TOP PLT. TOP PLT. E. TYPGIAL DIMENSIONS FOR A HM TRUSS.(DIMENSION FROM TOP - -- PLATE TO THE TOP OF TOP CHORD TO.TL. ter BE DROOM TOP n r. BEDROOM 2 BEDROOM 3 BA. 2 BEROOM 3 = ;f Q Q Q 21 q IZ � R r- 42 FIN.PLR FIN.FLR FIN.FLR 35 __ PIN.I'LR ParcleeI HOCTIeS TOP PLT. TOP I-LT. TOP PLT. TOP I-LT. 44 1250 CORONA POINTE COURT 29 SUITE 600 CORONA,CA 92879 i PH:(951)4284400 c KITCHEN GARAGE a- c BEDROOM 4 15ARA6E AURA PIN.PLR TAG. PIN.PLR TAG. .' .-` e scow r e.aTc--------- T CANYON HILLS PA 2D T�L. A cd for cChercnce to 1I•� I^nacis: --,nco Au'rio These P- errort p„ao"d applwable ccC: j; 'C,jdmg P hereby gran;-d��I, ;33rcics. PLAN 1 appro,ol y o app. SECTION G SECTION B a ` SECTIONS A,B&C 1 .5 JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS ELEVAMN/ROOf NOTES mns • 1. 2X6 PAWA,SEE DETAIL. 2. 2X6 BARBS,SEE DETAIL. S. slab ZP05.W RAFTER TAILS NTH SHAPED ENDS,SEE DETAIL.ALL RAPTM TAILS TO BE BQUALLY SPACED.FRAMER TO COORDINATE NTH TAM OMBR@R. �G'�ERSKI 6'p 4. EXTERIOR PLASTER OVER PAPER BACKED NTH HIRE MEN. _ S. EXTERIOR PLASTER SOFFIT OVER VJVAIDED FETAL LATH. ----------------------- 6. I-COAT STUCCO"TW 70 7. EXTERIOR HARDIE 5D HE I116,SEE EXTERIOR FINISHES NOTES. o�' 4 TA' DJ b. EXTERIOR GRADE PLYWOOD SOFFIT. .�� �� 'AW 4. TONGUE AND GROOVE SOFFIT. 4,12 AREA I n 14 10. SPACED 1%x 2 VERTICAL HOOD TRIM AT 6'O.G.OVER EXTERIOR, GRADE PLYNIOOO OR MDD.BOARD. ------------------- --- 11. "POSED HOOD CORNER TRIM,SEE EXTERIOR FINISH MOTES. 4,12 L 12. EXTERIOR GRADE FLYKPOD OR MDD.BOARD. � HIM Is. SIMULATED PRECAST FOAM TRIM,SEE ELEVATIOWDETAIL FOR -----T-----� - HEEL AGTUA.SIZE. �171►} 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 4,12 �J>RE LINEn -- - n Is. EXPOSED HARDIE TRIM,SEE ELEVATIONIVETAIL FOR ACTUAL SIZE. �- ----'--- I --'------ ------ -----a RIDGE Ib. BUILT411P'CURVED'PLYWOOD TRIM OR MDA.BOARD. .�/� �I _i_-__SO R Z.0 I CI. FIXED SMUT M,SEE ELEVATION FOR SIZE. I-Ar2'{O 561.fTTJ----.-- ROOF LJIE D 16. POTSI$F,SEE DETAIL 5i - 4, Q ___________________ Q + IZZ.BJ NLASNR/16 AND SADDLE IDOD TRIM. rc a rva la•.r-0' 4d2 �- ----r-----Y-- --*----r-----y _ RH AT OPT.GOVEl�D PATIO 4 DECAG O• ---- 21. C.1.PLA O1G 0 OP TO WALLAGTER 60R®,NEE DETAIL. W --- L. L----1------`------'------ 6 $s.APPROVED'11SRNINMTION GAP WTH lPAIRK AIRRE5IER Y'IRDN4 4,12 r") �r DJ 0.1 AREA 'S ".12� �,*ate P�AANEL ! ��� _ 24.LOE 9F Wflomm 4all-N i an NmepA IR 0ALL. .� _ r >� 0.wmlD HA/ORRY V■IaR■y EL BIMA610. II■TAL.L $ PL.1! 1 _ __ RK . -- --iw ------------------- ---- �4qI --------- -- - _ PER � .� J �� �i � � 66.LIaNTl9 AODIlA6 SIBNL TYIP. E 4d2 4 TUT. TDP ELT. ---- -------- -------- - -------------------- ---- 7tJP PLT M.SWV"®FOAM CORDEL,NEE DETAIL. � ■ °.) RAEM �' D1 20.044010 WOOD CCIr15-TEE DETAIL 6 M' Eli. E.Q. EA. IE,ti. 3Y.►•HOOD POST(5).sm PLAN FOR SIZE. Z ~ ■ALDIN6 LINE -, D.I � RAC SO.EXPOSED YNOOD BEAM. cc s.12 AREA 2 I -' Of URED COLUMN. 52.PRE-C� COMPONENT/TRIM,SEE DETAIL. I' --------------- -- - -- I n Ci1RICICEI'9 _ Yl ~ _ '.�.DCCCORAT®FALSE TUB VENTS,SEE ELEVATION MR LOCATION. _ (A I°J AREA I s _{f� 4 .��II 55i:NOW R METAL AIAILLiNNS,'�DETAIL O }t O NC 4 s6'DECORATIVE FETAL,SEE DETAIL. cc v a{ YY T.EXTERIOR PLA57ER 1lEGE55,SEE ELEVATION FOR tAGAT10N1, 4.12 AREA I '� -- § 4, DEPTH AND SIZE OF FINISHED OPEIIN6. n n SEE ELEVATION ----------- FI PIA __-_ - -- -- _- - - ---- - ---- - TA .FOR CMART MR BLOC SEE ROUVERED SAME END EWIRED TrGVBRILA W 4,12 tr I h, I NW CHART FOR MORE INFORMATION.1 AJR VENT.SEE REWRED ATTIC VENTILATION a ' 40.DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEV.FOR s PA D Ib 14 V CT 27 G S 26 SIZE AND LOCATION. I- Z �OD� PLAN 1` I-�It ROOF PLAN I-,4 I`}QOt\IT ELEVATION I- 41. G.I.BUTTER TO E FIELD VERIFIED. IED.GUT LAYOUT AND I00HM5Pd1Tl LOCATIONLS TO BE FIELD VEWF�. ,,.�...,�,� 42.ADHERED SYNTHETIC STONE VBE@RR BY EL DORADO,HR Lu •c�lc I,V.I'C suu,la.rc• SPANISH scNz va+lw• 45.ANCHORED MASONRY V09M SEE SLAB INTERFACE PLAN TIKYR AT OPT.COVERED PATIO EXTENT OF TOE FCOT'INS SEE SLAB INTERFACE PLAN). 44.LINE OF+2'WAINSCOT.SEE ELEVATION FOR HEIGHT. •j"' s 45.LINE OF WAINSCOT FURRING.SEE ELEVATION FOR HEIGHT.SEE cc ATTIC, VENTILATION CALCULATIONS ATTIC, VENTILATION CALCULATIONS SLAB INTERFACE PLw FOR MORE INFORMATION. v o Aesse ro 1eYm ATIIG VltIRA7101r 1171l6 role NRXNIpUL IPa1RMTCIU S&W ro 1m ATM YMAT1aM x WPM AooNlloxK MWAT 9 46.6.1.IRESL T MR COLOR GOAT CHANGE. co 4'I.MI CHANICAL TLE ACCESS PANEL,CORROSION RESISTANT,VERIFY Q R PLAN � ♦�� SIZE AD LDCATIoK PANT TO MATCH STUCCO COLOR. AM IeeD °�nD ° " GK i x P "^x imD pr1°°tro olvex �2 TO�''� 4b.REPEAT DETAIL AT OPPOSITE SIDE OF OFEIING. eau vem rem vtxn awn per 44.14'xb'GARAGE EXHAUST VENT.SCREENED AND LOUVERED. rwn� I"A an NTJ da:W maw maw anEU Aso RU .I"A� 6a rtJ Ha Ru ma R0 Sn Ru da aW n"a Nei AREA-4 w� ,;, WA ARFA-I uaa ,� d WA NM• «WA EXTERIOR FINISHES AREAS 4 a a o wA nXe yes w� yes AREA-2 a m w. mm.x w� se Ana �PR��RRP���I�P�PRP�P A. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. /E/�/1/�/L I�ILAI�A S. ALL EXPOSED HOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND Off:00-W15 CORBELS TO BE'RESAW AND SHALL BE PRIMED ON ALL SIDES TYPICAL ROOD DETAILS TYPICAL ROOF DETAILS PRIOR TO INSTALLATJON/ASSEMIBLY. _ R■aeroMN'OLtA.IR IaeRnaoxaotaaalae XRrr RRaeR®ox RaaPnHR dReeeroMHOLLONMIge mvoXao raorta6xorleea�t.leoorlS.IIR G. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSs ROOF L2 w ROOF DECK S ROOF L2 n ROOF DECK Wft.-GTORS NTH OR STRUCTURALLY BLACK POMDER' SH. � DJ MATERIAL DJ DJ PENETRATIONS DJ MATERAL DJ D.I PENETRATIONS D. EXTERIOR PLASTER FINISH, dab 17EPi OblYJ/2016 E. TYPICAL SIDING TO BE.4A ESS HARDIE LAP SIDING,NER-40S EXPOSURE,b' CLOS.OEPT. 07/26/2016 FINISH. C ROOF PLAN NOTES nna .d► INDICATES C12 SL.OPE MJ55 NOTED O,TERHISE ON ROOF PLANS. A. A.ROOFING TO BE CONCRETE'S'TLLE ft"'A') A. WA OP 1400(CLASS A RAZED)OR APPROVED BGWI. I o4AX LARD ar Lo LJsS Pm IEIAUARE FOOT). B. ICAL ROOF OVISRJ~AT RAKE CONDITION TO BE 2' MAW OPT.IC'x46' 21•�p NOTED OTNE NSE ON ROOF PLAN. �-�'- I-T i 9 'X G. TYPICAL ROOF OVERNUN6 AT SAVE COW1 10N TO1BE M' UNLESS N;7 -1 14 � 17 N07®ORE7OSE ON ROOF PLAN. T REQUIRED ATTIC VENTILATION n„a HEEL Ham. HEEJ" i HEB. ATTIC VENTILATION CALCULATIONS PER CJRC.R&M.2 AS FOLLOWS, - - A. ATTIC AREA(sQXARE P8:r1 n El I-�i B. DIREMMIED MIN.NET FREE VENTING AREA IN SQUARE INCHES.AT VIDE A.BY WO AND MULTIPLY BY 144 TO CALCULATE THE OTAL I AMA 40%AND NO MORE THAN ISH OF THE iRf APED N VIENTIW 14 CD 74 i AREA SHALL BE PROVIDED BY H16H VENTS LOCATED NO MORE THAN I p I I - T '� }t I s FEET VERTICAL BELOW THE ROGE OR H16FEST POINT OF ROOF �4 4 q 4 q C 4 d I •a NTH BALANCE OF VENTING PROVIDED BY EAVE/LOW VENTS OR IN --------�------- _, r �,_i Q q ---�1- ------------ S x __________________ _tea j.. CLIMATE ZONES 14 AND 16 A CLASS 1 0R II VAPOR RETARDER SHALL e-- --� BE INSTALLED IVIDE A ,' lN-NMTER S�It TO 6 IALLCLLATE THE $2 )6d0 SL.NNDOHV n 6046 SL NNDOYI TOTALii�mB11R�D�=qM NG AREA IN SQUARE 1250 CORONA POINTS COURT - ----------------------- AVOW AT OPT. FlN. IN. F PLR 4ADDN60405L. -- ---- ---- ------- --- ---- -- - --- ---- --- TICr--- P7K RASP -W_tA1�3NOT o f T CLIMATE SUITE 800 TOPPLT ----------------------------------- _ TOP PLT TOP PLT. COVSREDrATl10- - 7OPPLT Y 14ND,,61._�,:,,cufcrF�thornce,to�'n9 CORONA,CA92879 --------------------- AMA PROVIDED PH:(951)428d400 ------- - - bL o �ICcV i1TIG VENT CHART FOR FRS: if± II �b�y��9 y � URA -- - ----- -- T____ ----- -- - ----- ---- ------- -- - ----- -- - -- - ----- - - ----- ---- ------- - ----- ----------- - --- ------- -- ----- ----- - -I ---- It - -- ------ ----- ------ -- D iGAat END VDtT. -_Pn_ zt o 1 �( , �T.OyTOMe pPe�apo� d'1/�'T FARE"WrILA"W NWA PROVIDED �y��r�'y y� M a HI a p� bl yE1 r aU,a'Yl*r M M WA/so VENT ��i/■R T7YR.AfL,i.■T'IaFV 8 fi RP'a�:4 AT19C VMlV1 B+IYRRT FBR"vm AV" A¢ FREE Q O ■ LINE L00GATIONEJ II 4 E BY UW 6,!! EE VENT dAGKS. 2O 9Q nOF 1'R�AREA r� 1�.WET BLOCK AT TRUSS BAY G7•VENT BLOCK AT RAFTER BAY PLAN ------- -- _ FIN. - ------ ---------- -- - FIN. FI FL.R. - --- ----- -i----� FlNL F. TOTAL SQUARE INCHES OF NET FRET VERTILATRK AREA PROVIDED. ELEVATION"A° OPT. r----Y PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRONT A REAR ELEV. Q 4 14 D4 s 14 D2 14 �1�y REAR Q 4 14 pA s 14 G 14 Q 4 14 4I4 µ A ----� STRUCTURAL DRAYUFRAMED AREAS TONSS FOR SNEA�THIN6 PENETRATIONIC SPACES REFER S. &ROOF PLAN d �'` I-!� 1�L 1 I-� REAR\ I-By NOTE,POR ADDITIONAL dE ERAL ATTIC/ROOF AIR VENTING r ` REQUIREMENTS REFER TO GENERAL NOTE SHEETS. B AT OPT.COVERED PATIO °6A Li ''•1O' AT OPT.COVERED PATIO 4 DECIG • 'w+l a ec�t.M+v lm6 I=ProJENT7RNALLO■KY RA■NM1EMM AND EIO OiII cn ESTLOILIXImT T.REf>Ix�r U JOB NUMBER:023-15015 RINAOD■OWLI1EauArEIBI►IL HXIUUA ©mR IIASAE11W111 LJ100RI AINOOTECTA ELEVATION/ROOF NOTES wni I. 2X6 FASCIA,SEE DETAIL 2. 2X6 BARGE,SEE DETAIL. 5. Sxb EW05M RAFTER TAIL5 MYTH SHAPED ENDS,SEE DETAIL.ALL RAPTM TAILS TO BE EQUALLY SPACED.FRANIR TO COORDINATE Qn� WITH TRUSS ENSINI R4. EXTERIOR PLASTER OVER PAPER EIAC ICED MYTH PYRE MESH.5. EXTERIOR PLASTER SOFFIT OVER EXPAt W METAL LATH. 6. I-COAT STUCCO S"TE4'1. EXTERIOR HARDIE 51DIN16,SEE EXTERIOR FIN51 NOTES. 6. EXTERIOR GRADE FLYMDOD SOFFIT. _ 9. TONGUE AND GROOVE SOFFIT. Nmad p. 10. SPACED°Yy x 2 VERTICAL WOOD TRIM AT 6"O.G.OVER EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. D.I 55 Dl IL EWOSW HOOD CORNER TMK 12. EXTERIOR GRADE T'LYWOOD S MDO.BOARD. EE EXTERIOR FINISH NOTES. 15. SIMULATED PRECAST FOAM TRIM,SIM ELEVATIOWI7ETAIL FOR Q ACTUAL SIZE. \ 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 22 pi I5. EXPOSES HARDIE TRIM,SEE E LLVATION/DETAL FOR ACTUAL SIZE. II T 16. E11LT-UP'CURVED'PLYH OOD TRIM OR MDA.BOARD. 21 DO 1 ® ®U IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. r Vn \ i 16. POTSHIMP,SEE DETAIL. o M. "VIVO@ 6.1.FLUSHING AT ALL EW OSW WOOD TRIM. 20,c4NT1NOSU5 6.1.EXFERRIOR PLATER NC.1®D,SEE:DETAIL _ 21. 6.1.PVN6HN6 ROOF TO WALL. 22. ` AWL ' hEL F�J_ ® ® ----` \ „ 701•PLT n 25.6APP ROVED TIYidINAT�ION C A MYTH!PARK A11RE5TE R MOM � t� ---_ -- ---- FII@LA E N1NiAGTOW onloft w -------------- n n -� - 24.LRE OF Wswim 6EILMS OR WTWWW WALL. 75.ADNOlD MIMINRY VamR NK iL#ORA61D ,INSTALL o PLR N4AR SIGN. cc - Df IQ 3 u - � ■ - II D'2 14 2T.SEEMED FOAM WNW-9�DETAIL. II I $I jj 1111 11 T 26.11YMFC71iDOD G01�L,M DETAIL. Co F, a d O 4 t2 0 Q J DJ (? .4 24.WOOD POST(S).SEE PLAN FOR SIZE. 50.EOO°'osm WOOD BEAM. ---------------------- -------- ---------------- r 51. MANJFAGTLRED COLUMN. 52.PRE-CAST CONCRETE COMPONENT/TRIM,SEE DETAIL. •� o I 55.DEGORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. F RLR FI RI FL.I! 1qK 54.METAL RAILING,SUS=DETAIL. "� r __------ - -- ---- --- ------- - 55.WOOD RAILING,SEE DETAIL. ------ - ----- ------------- -- -- TOP PLT. -------___._._.._._-. -__-_ TVP PET. TOP PET. TOP PLT 56.DECORATIVE METAL,SEE DETAIL. � U --- ------ ------�--- -- 51.EOCTEIRKOlR PLASTISR REGE%,5ff ELEVATION FOR LOGATIONI, ----------------___- - DEPTH AND SIZE OF FINISHED OPENING. � v q Ll ❑ll ■ 56.FOR SCREENED AND COINER®'GABLE END V731T',RED C ELEVATION w 5HAW FOR MOM ______ ____ _____ ________ ___ ______ ____ ____ _________ ___ _ _ __ _______ _ ________________ _ 59. SCREENED 7ROOFP AIRAAVENT-SEE REd1T SIZE AM LorATIOK SEE 11R®ATTIC VENTILATION p t=-- .T - .T lT CHART FOR MORE INFORMATION. n F 4 ` 4 I I O f 40.DExORAT�AA S VENT/LOWERED BOARD,SEE ELEV.FORSIZE AND '� z .0 Q 41 I M. 6.1.6U TM AND DOW�POUT5,GUTTER LAYOUT AND DOWUPOUT � � -LOCATIONS TO BE FIELD VERIFIED. � W 42.ADHERED SYNTHETIC STONE VENEER BY EL DORADO,m-IRIS. ' �J 11 45.ANCHORED MASONRC VENEER.SEE SLAB INTERFACE PLAN � E� 11 FI PLR FI FiR FIN FLR I FIN. EXTENT OF TO'_FOOTING SEE SLAB INTERFACE FLAW. � ------------ 44.LINE O°+2'WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LIE OF WAINSCOT FURRING.SEE ELEVATION FOR FEI6FT.SEE 5 5 B 4 6 B 46.6.1..RRESLffr FOR COLOR COA INTERFACE PLAN FOR MORE��.INFORMATION. Q o D.4 5 14 D.4 5 14 D2 14 14 DS O}{ 5 14 D5 4'1.MEGFIA ICAL TUB ACCESS PANEL,CORROSION RESISTANT,VERIFY � �i N LEFT I-?� L 1=T I-tat L�IrT I_ RIPE AND LTAIL AT PAINT TO MATCH STUCCO COLOR 44.REPEAT DETAIL AT OPPOSITE SIDE OF OPEARRR6. 49.14'xb'6ARAfiE EXHAUST VENT.SGR�®AND LOUVERED. AT OPT.COVERED PATIO ""� '"° AT OPT.COVERED PATIO 4 DECK ""= µ'" ° EXTERIOR FINISHES inns A ALL EXPOSED PLYWOOD TO Be EXTERIOR CRAM. /1A/UA 5. ALL EXPOSED WOOD TRIM,PLYWOOD,SHTTER5,P05T5 AND DYER 00.00.15 GORSE-5 TO BE'RCSAMNR'AND 5HN1 BE PRIMSP ON ALL SIDES PRIOR TO INSTA1-LATIOWA55EM5LY. C. ALL EXPOSW P05T TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' -' CONNECTORS WITH A TEXTURED BLACK POWDER GOAT FINISH. SLR-DEFT• 06/25/2016 D. EXTERIOR PLASTER FINISH, 9 CLIENT 06/50/2016 E. TYPICAL 51DIN6 TO BE:JANES HARDIE LAP SIDING,NM-405 E7P05LWZ:6' 9LP6.DEFT. O7/26/2016 FINISH! �J ROOF PLAN NOTES W. ,dh�INDICATES +12 SLOPE UNLESS NOTED OTHERWISE ON ROOF PLANS. A. TYPICAL R.00FIN6 TO 5E CONCRETE W TILE M EV'A') A r or EAGLE VW-WOO(CLASS A RAT®)OR APPROVED EMIAL Q4AX LDA 7 OF 10 LOS _ ,,,-n � \"�, PHeNaIIVeEFooT). B. TYPICAL ROOF CVEERW 45 AT RACE CONDITION TO BE 2' M255 ®(® NOTED OTN®RMNSE ON ROOF PLAN. C. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE IT UNLESS NOTED OTHEtWSE ON ROOF PLAN. REQWRED ATTIC VENTILATION W4 FEEL Lr HErd. I HI'.S ATTIC VENTILATION GALGIN.AT0N15 PER WILL.R6062 A5 FGL.OMIr. ------------- n - ------ -------------------------._------------ A. ATTIC AREA(SGAUAdRE FTS='T) I 5. DIVIDE A.BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REWIRED MIN.NET FREE VE:MING AREA IN SQUARE INCHES.AT LEAST 40%AND R MORE THAN ISH OF 71E REWIRED N VENTING DS � DS 14 I AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE THAN Y ED5 FAT VERTICAL! 1 T OR HIGHEST POINT OF ROOF Q O O Q I Q q WITH BALANCE cP LOW VENTS OR IN T.. CLIMATE ZONES 14N1fb IR A CuleT�F RETARDER SHALL BE INL5T Tr'-E9ARM- SIDE OF �I DIVI A BY 150 AND �§l;Qd ATE 17$ - --- - I'CONDUIT TO POMB=R--------------------------------- ' J4 'f �k 'k if�R®M ITF 5d1ARE 1250 CORONAE 600 COURT ---- ---- --- - - -__n_ FEEL ______ __________ FIN• Abu'Td� tRT`$'CA�IATE SUITE 600 ---� -O'------ ------------ `,��ensies. CORONA,CA 9287E D INL R FT PLR TOP PLT TOP PELT. TOP PLT PH:(951)428 4400 w _ --._--_-- -1--PANEL-PROM SOLAR-_-__-_ G. TOTAL YNGFES OF NET' v cATN15 .1,°ROVID® 0 i PANELS ON ROOF. _ BY 6AffiE B9D�,'(�arEiirt9:PS�E 4c vffi�tF ,T.. 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Q 'y1 D4 S 14 5 p 14 STRUCTURAL ORANNGS FOR SfATNING PENETRATIONS. 1 .161 IT I-A R 16HT I- WADDITIONALTO -NOTE SHEETS.AR VENTING ' AT OPT.COVERED PATIO 4 DECK 'ULe' `�'''' "�6 CMTNUCM RETNOOR FOR EXTBNYN INNINNIE TIN T'RDIEGT WALL corFLr TNlill 1rATTaNYLN AND 1w6 BUWINIE PB1 GR.C,LWII NRNE7.NEE UI&T aN JOB NUMBER:02)2015 5 FOR AMITIRNRL REWIIEBIR. CENIRN LA ©ECHI NRNNENNN LIUION RRCNRECT8 FLOOR PLAN NOTES , I. 36'CLEAR REFR6ERATOR SPACE.PLUME FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRI6ERATOR 2. 50'SLIDE-IN RANGE AND METAL EXHAUST HOOD ABV.WV LIC+r AND FAN.(MIN.100 CFM.,MAX.5 SONE,AND VENTED TO OUTSIDE AIR). # bi 5. PANTRY.SEE INTERIOR ELEVATIONS. cl� vISKI N6'p 4. 50'B11LT-IN OVE"IGRCOAVE COMBINATION. S. 5'-O'PRE-4-AS FIBER6LA55 TUB/SHOPER MT14 WATER RESISTANT c>w WAINSCOT TO DO'ABOVE DRAIN LIND.PROVIDE SHOWIER CAIRTAIN ROD U.N.O. b. FRE-LAST SHOWER PAN.SEE PLAN FOR SIZE.TILE TO 60'ABOVE DRAIN U.N.O. d 1. SHATTERPROOF 6L.055 5HOYIER ENCLOSURE.SHOWER DOOR TO BE A MIN.22"CLEAR. 6. 102'AGEIATTL TWHNO.O6F5 TB/5HOK R COMBO.(WN.L GOVERINSS TO BE CEMENT PLASTER,TILE OR APPROVED EQUAL TO 60'ABV. DRAIN AT SHOWERS OR TIES W/SHOW0t5.MATERIALS OTHER THAN ------------------------ -- -------------- - STRUCTURAL MBBERS TO BE M015TLNM RE515TANT) r --,I r- --------------------------Z �i 9. SHOWER SEAT.SEE PLAN FOR HEIGHT. 10. LINEN CABINET.SEE INTERIOR ELEVATIONS. I I I I I I 11. BUILT-IN SHELVES BY Ontt9L516 SHELVES AT 20',16',12',12',12',12') I4 LA 12. 72'X 36'X 22'RFLTANSU A R TO NTH TILE WA115COT.FROADE MOTOR ■ cozo v I I I I I I ACCESS PANEL AT OPTIONAL SPA/H/DIZOMASSA6E BATHTUES.VBUFY SIZE o I I I I I I NO ACCESS PANEL.OF ACC PA EL M 15. WATER.HEATER'B'VENT TO OUTSIDE AIR 14. TEMPERATURE AND PRESSURE RELIEF VALVE. I I I I 15. TANNCLE56 HATER NEATER PROVIDE FUEL 6A5.INSTALL AND VENT �' Ny I I I I I I PER MANUFACTURER.REFER TO H.VA4.DRAWINGS. W I I I I I I 16. PROVIDE WATER AND WASTE FOR WASHER. I I I I rT. PROVIDE SMITTY PAN WITH DRAIN BENEATH WASHER. c I I 16. DRYER VENT(MAX.14 FEET LBN6TH INGLIUDIN5(2)qO DEGR 2!!EE II - Iq. 14'x6'6ARA6E EXHNIST VENT.SCREENED AND LOUVERED. ■ --- 20.PLUNBIN6 WASTE DROP FROM ABOVE. L rn -- --ri,-`I --I 21. F.AV.IN ATTIC.PROVIDE 50'X 50'CLEAR,ATTIC ACCESS PANEL (OR PER 6 O ~---- .Mr,.W4.10)PROVIDE FUEL 6A5,LIGHT AND 5HTC44. 22. M',OO'CROUSH FRA S2 Arno ACCESS OFENIN6 PER GRL.R601.1. 2m n I -5.LINE OF DECORATIVE PORCH RALINS.SEE ELEVATIONS. I� I KITCHEN 24.LINE OF EXTERIOR SACONY 6UARD.SEE ELEVATIONS FOR DETAIL. ,rZ' TOP OF 61JAR ES DS SHALL NOT BE LESS THAN 42'IN HEIGHT.OPEN MASTER MASTER WALK_IN, GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL BEDROOM - BATH CLOSET'. I PATTERN SUCH THAT A SPHERE 4'IN DIAMETER CANNOT PASS +Q I I II O O T#ROUSH PER CAC.RS12.1. `p \ i 25.DUCT CHASE.VERIFY WITH H.V1Z.DRAWING5. - - cc 6REAT DI INS ,I -- 26.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS. 0- - I I I O O 2T.LINE OF CRIPPLE WALL ABOVE. ■ ROOM I 2e.LOCATION OF WATER CLOSET AT FLOOR ABOVE. LL____ 2q.DIRECT-VENT SEALED COMBUSTION TYPE EXTERIOR FIREPLACE.WE ■•• U -- ------ PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.6.,16NITOR SWITCH, {� DIRECT-VENT TERMINATION PER MTt SEE MFR SPECS.FOR RA15M � $ HEARTH REGUIREMENT5. z 30.2xb STUD WALL. I 51. POW WALL.SEE PLAN FOR HEIGHT. 1t {. A I I I I 52.DIRECT-VENT SEALED GOMBIYTON TYPE INTERIOR FIREPLACE.SEE i+s 1\ I / CA LAU. �I � PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.6.,IGNITOR SWITCH, DIRECT-VENT TERMINATION F'fft MFR SEE MTR.SPECS.FOR RAISED HEARTH REWIREhENT5. BEDROOM/2 I I 35.ELECTRICAL SERVILE PANEL.(SEE UTILITY PLANU.SEE GENERAL.. CO / NOTES FOR S 6ROIINDINI6 INNFORMAnoNL to (2) .. F.6. \ rr / -------- 54.FLAT POST. w 35.FLAT 50FT=1T.SEE FLAN FOR HEIGHT OR DETAIL. d I 56.ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. 3T.LINE OF FLOOR ABOVE. 56.SA5 METER LOCATION,SEE UTILITY PLAN. ENTRYI 5q.ENCLOSED ACCESSIBLE SPACE MOM STAIR SHALL BE PROTECTED WITH V2"GYPSUM BOARD ON ENCLOSED SIDE PER CRC.R302.1. 40.42'H164 GUARD PER C.R.C.R512J. n n / \\ I -_4 '4 4 QORCH ,,y i '4 41. 54'-36'HIGH HANDRAIL ABOVE NOSING PER CRC.R611.1GJ. xmx xwx ♦ ft ft I 42.LINE OF ADFBRED SYNTFETIG STONE VENffR.SEE ELEVATION. • --- I 'f 'f 't i I 43.LIFE of ADHERED MASONRY'VEN[�R SEE ELEVATION. Date: 00-01-15 R --- T I --- I • 44.LINE OF,2'WAINSCOT.SEE ELEVATION FOR HE16HT. I --- --- 45.LINE OF WAN5GOT HIRRIN6.SEE ELEVATION FOR HEIGHT.SEE SLAB -_-_-_-_---_- 1 - --- INTERFACE PLAN FOR MORE INFORMATION. REVISIONS 46.DOOR OF ENIN65 BETWEEN GARAGE AND RESIDENCE SHALL BE I - R L SOLID WOOD DOOR NOT LE55 THAN 15/6 INCHES IN THKKNFSS, 1 SOLID OR HONEI'GOMB-GORE STEB-DOORS NOT Lg5 THAN 1 5/6 'L•R I I I ''B IDIOM -_-_- ( p WIPPEO WITH SELF-CLOSING AND 5ELF INCHES THICK OR 1-LATCMIN6 DEVICES. R?025.1. DIO _ I fR 41.PROVIDE MIN.100 50.IN.OPENING FOR MAKE UP AIR AT LAUNDRY r--1 t --- ------- ROOM FUR CMC.504.5.1. - r I I:r•TI / \ --- ----- 46.24"/ID'TOWM-BAR-H&T.54'ABOVE FINISH FLOOR I L �I BA. 2 / I I L_ __ _ 44.TOHLET PAPER HOLDER-HST.24"ABOVE FINISH FLOOR L_ J qqq gEDROO 3 O I-----I- 50.UNDERTOWEL RING-H R RJ ABOVE FINISH FLOOR STOR r-----�_ 51. UNDER GOUNTEER RL3RI6ERATOR/BEVHRAGE COOLER. --- I 53.SHELF,SEE PLAN FOR HEIGHT 54.LAUCRY SINK. In I \ I Ih I N SHOWER W-10. 56.1I'x1 xrT"SOAPSHAMPOO NICHE. \ q I 51. LALFORY SHELF-HT.60'ABOVE FINISH FLOOR- LEGEND DEN/OPT. - - - = INDICATES 500 ON 6�ARA6EE SIDEOAF 1WnAL LL1MFORR MUMOCCUPPANCY� n W 9 BEDROOM 4 b -- --------- - SEPARATION PER CRC.TABLE RW2.6. - 9L. - INDICATES()LATER MIN.1/2'6 BO AT#ILIN5 L - 1 ----�- - J BATH 3 SSlb'WHENT�GXOGC�ABOVE,* J f LAYER 4 ROOMS occuRINDI � `a UthocZ ndtn9 1n SEE P E� rR dY- anon j0 SEE PLAN AdmS SL AT G.R.G.TAp� 75,1t DETALL(Sh ,a P..;v= GENERAL PLAN"'"A. ALL INTERIOR DOORS-V&*HNOF.LfiN1791iE 13/D'THICK URA.(Sff FLAN FOR SIZE).AT D6UE31�E�INf' ikiR7X#OIR CO►DITIONS PROVIDE 1250 CORONA POINTE COURT DEADBOL.T AT TOP OF INA±CnV1=`(NOON SUITE 600 t 2'-2 1 • B. ALL 6NRA6E SERVICE DOORS TO BE HOLLOW GORE 1 S/4'THGC CORONA,CA 92879 4"I S/4' 4'-2 V4• 6'-II I/4• O'-'I 3/4' lo'-!S I/2• 10'-0 V2• -0 2'-0' 6=7 V4' b'-'I V4• 1'-II' Ib'-2' EXTERIOR GRADE.(SEE PLAN FORSIZE). C. ALL ENTRY DOORS TO BE SOLID CORE 1 5/4'THICK.(SEE PLAN FOR PH:(951)428-4400 a D'-10' 7'-T' 20'-T' 'J'�j' W-2 I/2' 2p'-S I/7' SIZE).AT DOUBLE ENTRY DOORS PROVIDE DEADBOLT AT TOP AND o BOTTOM OF INACTIVE DOOR. •.1-P-O• •s.T,-0• D. ALL EXTERIOR FRENCH DOOR TO BE 50LIC GORE 1 5/4"THICK.(SEE FLAN FOR FOR SIZF).AT DOUBLE FRENGI DOORS PROVIDE AURA t�Ir� fir■ �Ay DEADSOLT AT TOP AND BOTTOM OF INACTIVE DOOR SECOND FLOOR A1717EN%M B FIRST FLOOR ACC)ENPUM d �1�IAA E. BUILDS SHALL VERIFY WITH WINDOW MANUFACTURER MIIMUMETC.THAT N1 ESCAPE OR RESCUE WINDOWS HAVE A MINIMUM NET CLEAR oPENIH6 AT CANYON HILLS PA-21) DOOR FOR OF 5.1 50UARE FEET,GRADE FLOOR OPEHINSS SHALL HAVE A etrrJd IKv�o awa IFva�e MAKE LOP AIR MINIMUM E NET CLEAR OP INS OF 5 50.FT.THE MIN.NET CLEAR OPE INS IEISHT SHALL BE 24'.THE MINIMUM NET CLEAR OPENING REFER TO BASS,PLAN FOR tesea TO SA51C PLAN POR WIDTH SHALL BE 20'AD THE BOTTOM OF THE CLEAR OPENN6 NO PLAN 1 NOTES,DIMENSIONS,AND NOTES,DIMBN51ON5,AND 6REATER THAN 44"ABOVE THE FLOOR(CRC.R310.U.WINDOWS NOT INFORMATION NOT SHOWN HE IM. INFORMATION NOT SHOWN HtERE. MEETING THESE REMIREMENTS SHALL BE BROUSHT TO THE FIRST&SECOND FLOOR IMMEDIATE ATTENTION OF THE ARCHITECT. F. THE LOWEST PART OF THE CLEAR OPENING OF OPERABLE WIFDOP6 ADDENDA"B" LOCATED MORE THAN 12'ABOVE FINISH GRADE OR SURFACE BELOW SHALL BE A MINIMUM OF 24'ABOVE THE FINISH FLOOR YiBN PROVIDE I' OPERABLE SECTIONS OF THESE WINDOWS ARE LOCATED LESS THAN BR UNDL Uf AT 24'ABOVE THE FINISH®FLOOR THE OPENINGS SHALL NOT ALLOW1 ■ DOOR FOR THE PASSA6E OF A 4'DIAMETER SPHERE.(GRL.RSI221) MAKE UP AR 7 THIS PROJECT SHALL COMPLY WITH MATERIALS AND aCONSTRUCTION METHODS FOR EXTERIOR WILDFIRE JOB NUMBER: 023-15015 w s�1 MAKE UP AIRII E%POSURE PER C.R.C.SECTpI R327.SEE SHEET G.3 n AT LNII,DRY R00NN FOR ADDITIONAL REQUIREMENTS. COPYRIGHT ©2015 aASSENIAN LAGOII ARCHITECTS ELEVATION/ROOF NOTES IM4 .. I. 2X6 FASCIA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. • • S. Sx6 EPOS®RAFTBI TAILS NTH SHAPED ENDS,SEE DETAIL ALL IRAJ•TER TADS TO BE EOWJ.LY SNAG®.AtMblt TO C.ODRDINA'TE TH TRUSS ENGINEER. 4. NEXTERIOR PLASTER OVER PAPER EIA AaV NTH HIRE MESH. S. EXn9NOK PLASTER SOFFIT OVER EXPANDED METAL LATH. 6. I-COAT STUCCO SYSTEM -- 1. EXTERIOR HARDIE SIDING,SEE EXTERIOR FINISI NOTES. a o 6. EXTERIOR CRAVE PLYWOOD SOFFIT. ----------------------- r -I 4. TONGUE A D GROOVE SOFFIT. 1 1 11 ? 1 10. SPACED%x 2 VERTICAL WOOD TRIM AT 6'O.G.OVER EXTERIOR AREA I 1 b CRAVE PLYWOOD OR MDD.BOARD. llil n it. EXPOSED WOOD GARNER TRIM,SEE EXTERIOR FINISH NOTES. I I I 2 12. EXTERIOR CRAVE 15. SIMJLATED AST FOAM TMM Olt MSEE ELL-/ATION/DETAIL FOR I` I -------------------- ---1 HEEL 1E" ACTUAL SIZE. 4,12 rL rL m ���LNE - 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. �• r ---------'------''----- ----- I ROOF LIIE ~ ~ 15. BWE L 'CURVED'RYWOOD TRIM TI M.O.O.BOARD.ONiVETAIL FOR AG . 4,12 1 1 1 1 I rl. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. ■ to m ----I------;------ ----- ------a 1 4 1 _ i• 1 So AR 13 TIT. M. PROVIDE 6 PI�B!#N6 AT N1 E1Q'OSED WOOD TRIM. OF 'IPLAN 1-5 ,RAKE � " SGt.PTJ----� I _ _ 30.GONT1MkJUS 6.1.EXTERIOR PLAST£92 SGIIEED, DETAIL. Q 4d2 Q ---- I •' 2I. 6.1.KA04WO ROOF TO MALL r- ----------i" .-r------------i a Q J 21 6 ® 4 0 22.6'..FLMIMNG AND SADDLE/GRICCLMT. LJV AT OFT.COVLWM rATIO! DECK •wAta LO'•I�O• I i i>6-0 i i I F !C � � 23.M71wVED TOW&AnON CAP NTH SPMW.MMISTER FROM •' --�--- -'------�-----y----- SSS ,, N 11'P. 1 3=1 1=(•2`l-.l 3.^t '� I -_..._ y�pBR er< N■TALL . F'IR�LAGE Pb111FACnbCI! LAVE --„- 214.LME OF M MUO R GEIL.NN6 OR MTIRIOR MALL. a $ M ¢ M I I"CONDUIT TO PLR, T µ W --_- �L ]5.M71�DM,MOlRYA■D -/71�, m AREA •S F'OMIER PANEL --- ------ -- '��^•�•.LL77�iCC�,.. ------------------- -- ---- I \" Top PET. _ -- HOP PLT K.LIMITED X1DCR lSG iICN. cc f , ---- 71.■TAPED FOAM COREEL,SEE DETAIL ■ -------- -- -- 43.)TYP. I 4.12 p4.1 M 4' 26.11MP'®�GOMEL, MDETA SEE MAN FOR I. Q ~ I n Tye A`. �t I JEXPOSES)HOOD W-*M. RAKE I , S'-0' 1 fP. TYP. -0' ® ® Jl 5o MANUFACTURED COLUMN. (- n 1 04DPI6 LIE " AREA I U d 32.PRECAST CONCRETE COMPONENT/TRIM,SEE DETAIL. •�M 1) n/I Rpq�L I I I ~ opT. 33.OBGORATE7 FALSE TILE VENTS.SEE ELEVATION FOUR LOCATION. _ AREA 2 I CIR1cKET I Ir j ® ® J 0.FETAL RAILING,BEE DETAIL. --------------- ------, L- I NO C iC Q 36.DECORATIVE METAL,,SEE DETAIL. cc < I I I I DJ , `� I Q III pVT. D��SIZE OF FIND O�FTNIN6AnoN FOR LOCATION, i_ I I I P t I r CABLE END VENT',SEE ELEVATION ■ 4.12 AREA 1 I I �'� L P IR AND SEE REWRED ATTIC,VENTILATION FI i9JR. --- - TD CHART FOR MORE INFORMATION Lmu _ --- rr ---- -- -------- --- - - ---- - -, -- 39.6ARTORE SG FOR.M ��ATION. FQCiARED ATTIC VENTILATIONCA4 a �I 4.12 I I 4,12 , I II 11 b Z µ 40.DECORATIVE IFALSE)VENT/LOUVERD BOARD,SEE HJa/.FOR = LZu 1 ' 2B{.D.4 \S 1D 14 I'1 14 D S E 96 SIZE MO LOCATION r l� ------- FRONT iL L Y T I D N I-� 4L LOCATIONS ATIONSCUTTER TO E FIELD VERI,6UTIED. R LAYOUT AND DOWISPOIIT w - LocAnoNs To BE FIELD VERIFIED. Q PLAN ROOF /� FLAN 42.ADHMM SYNTHETIC STONE VEEER BY E.WK.,BRh12PJ. ' LJLB 1'�D©� 1 L� `N 1-5 1\O V 1 L�1N I-� 43.EXTENT or MASONRY NS SEER.SEE SLAB INTERFACE PLAN g TRADITIONAL srtta w+'w EXnEVT of TOE FOOTIHK SEE SLAB INTERFACE FLAW. � AT OPT.COVERED PATIO '•• •e''"'••r-,• 45.LIME OOFF H AINSCM�FTJIt UNS.ELEVATION ELEVAnION�H€IGHT.SEE � �. SLAB INTERFACE PLAN FOR MORE INFORMATION p 46.6.1.RESL.ET Pi COLOR GOAT CHANCE. co 41.MECHANICAL TUS ACCESS PANEL,CORROSION RESISTANT,VERIFY 4i N ATTIC. VENTILATION C ALC.ULATION5 ATTIC VENTILATION CALCULATIONS SIZE AND LOCATION PAINT TO MATCH OFENINTWW COLORRest To telRm e11R I ATM vAYM illi rat AOD"ll IMWTIOW Inver.TO W20W AM YW A=W IGimat r ADMIl NL Mil46.REPEAT DETAIL A7 OPPOSITE SIDE 44.M'x6'GARAGE EXHAUST VENT.SGIREE OP NO ND AHD LOUVER®. G D G PLAN AM IM m " � PLAN AM '�D °�� °� ""� "�� EXTERIOR FINISHES ill MIIIW MIIw -MIA MIA Mile IRA MwNS MIA wocrMm MIA MIIII" ,HITS e•rN Ill (am) enw enw ea1Ow Bart) Invw enw ee.w eo.Ill e'n`w A. ALL EXPOSED PLYVOW TO BE EXTERIOR SPADE )0=)W= AREA-I uw wA r WA m AREA-I t• arr ax wA ya seo ax wA ew aw B. ALL EXPOSED WDAD TRIP JK PLYWOOD,SHUTTERS,POSTS AND L r AREA-3 IE ao aw wA e/emee wA ze AREA-2 ar y� wA ye.�ee wA any CORBELS TO BE'RE5AN1'AND SHALL BE PRIMED ON ALL SIDES ORM:00-0819 PRIOR TO INSTALATION/A68E•ELY. C. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS _ INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' GIST. 06/23l2016 TYISIC AL ROOF DETAILS TYPICAL ROOF DETAILS CONNECTORS NTH A TEXTURED BLACK POWDER COAT FINISH. BLDG. Ilfaet TO M ralam Ill sr DMC LOWI1gD wvr 1111mill m Ill nAV Neat ro M ralar•M rat srAgxm c4mmilim win ltmmm ON 1l mw D. EXTRIOR PLASTER FINISH, EXF S ROOF D IS, ROOF DECK S WOOF D k ROOF DEGIC E. TYPICAL SIDING TO BE,.L4L'S HARDIE LAP SIDING,R®4d05 ®MATERIAL D D R00F DETIORL4 ®MAT13R1AL DJ DJ PENETRATIONS FINISH RE 6' BLD6.DTr. 01/216/20W FINISH ROOF PLAN NOTES na4 ..&w INDIGArtm 4,I2 SLOPE UNLESS NOTED 07HERNSE ON PROF PLANS. A. f4�,AL AL ROOFING To BE CONCRETE FLAT TILE 81EV W) M-NOD(CLAW A RATED)OR APPROWED Ed/A" I LOAD OF 10 LDS ak* E FOOT). B. ROOF OVERHMI6 AT RAKE CONDITION TO BE 12' U LESIS NOTED OACRNSE ON ROOF FLAN C. TYPICAL ROOF OVERHAND AT EAVE CONDITION TO BE 12' UNESC Oft. 21IZ4' NOTED OTHE MYSE ON ROOF PLAN. 1)6040 SL.NNDON �2 01 4 REQWRED ATTIC VENTILATION 0114 ADDED AT OPT. T ►IEEE ATTIC VENTILATION CALCULATIONS PER CJRG.Reob.2 As H°OL.L.OML9, COVERED PATIO HEEL HEfi1 t�1 I A Arne AMA(SCUAQE FEET) ------------------------------------ - ------------------------------------ - --------------------------------- --------------- w ❑ iE6i -aai B. DIVIDE A.BY ME AND MULTIPLY BY 1A TOQ CALCULATE H TIE TOTAL _ REOl111R®MIN NET FRS VENTING AREA IN 9d1Af�INCHES.AT m k LEAST 40%MID NO MOPE THAN SO%OF TIE HlEG1%!®vENnNS 14 B4 Q U Q Ic== _=3i F "iT ISSUANCE AREA VERTHALL BE PROVIDED E HIGH VENTS LOGAT®NO MORE THAN � ' �M 3 DS D I c-_ ROVED 3 PST VERTICAL BELOW TIE RIDGE OR HICFEST POINT OF ROOF I:== --y' 8 ASSOCIATES INC. NTH BALANCE OF VENnN6 PROVIDED BY EAVE/LOW VENTS OR IN r i- �E _-a BY SCOTT F BE INSTALLED ONCLIMATE 4 AND THE 1MARM"IN-NNTERO SIDE It OF CEIL�PEI�SHALL SSS SSS _ DATE-ns have beenreviewed ordinan for adhe rote to Ihe')1E a ,,-,',,, ��,, ALCJJLATE THE 60�SL I cablae code and ordinance. Auth rization is ARDER NOT REG211R®AT CLIMATE T250 CO COURT n RCGRHIRED M BONA POINTE -- ------ _ PM. - -- ---- ---- ------- --- --- - IN PI PLR -------------------- - �rva rar611N. City agencies. pending 7ORE814 MID 16) CORONA,C492879 DIVIDE TIPLY BY TO C SUITE 600 TOT NET FREE VENTING AREA IN StiJARE t ADD 6040 fL. building per itI TTOP PET -------------------------- TOP PLT TOP PST. --- --O------- POP PLT ---_-- _ The issuance or g,a ling of a permi bAedTONAL SdHNRE INIOFES OF NET FREE VENTILATING AREA PROVIDED ar,p P;.. 'loll not be c nstrue,11111`06ASLI END ATTIC VENTS.(SEE ATTIC VENT CHART FOR HIRE' o II ;,er t o aPPro .� viol of the al,Plic�hi•aI II -oc. s or cro nai f:o I . , EEO VENTI; r..J t'V-I,e or P n o'�, n ..r�T1�1 AURA s shad be D. TOTAL IF A^ IHYA.(OF NET FIIEE VCNWU PO AREA PROVIDED -- - ----- --- - -- - ----- -- - ----- ---- ------- -- - ----- --- - -- - ----- -- - ----- ---- ------- .T }-� ------- ----------- - --- ------- -- ----- ------ - - ----- - -- ------ ----- ------- -•= sooaF SIR�,sNrs.�ATM verr c«wRr POR PRE� AT C#IfrON I�ILLi<R�-�D tt NNM MINT W.LOYI WHIT M.,MWA/00 WT APPROX.FENCE-1 'I p E. TOTAL SMAM INGtS OF NEr FIB VENTILATING AREA PROVIDED I LINE LOCATION i+ BY UNDER SAVE VENT BLOCKS.02 SO.IN OF FIRM AREA MIN Elti) T i` MR1•UHT BLOM AT YMM BAY M WET BLOCK AT RAPM BAY PLAN 1 ' F. TOTAL SHARE INCHES OF NET FREE VENTILATING AREA PROVIDED. ELEVATIONS" --- - PIN. - ----- -- - FIN. PI PLR ----- `-�---� - ----- FIN I r----� PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRONT d1 HEAR ELEV. b N Io µ b °� IO j N FRArm AREAS To ADJACENT Arne SPACES.REFER To &ROOF PLAN 14 D S 14 D 14 I4 D 3 14 D2 14 14 I14j 10�I 2 14 �____� STRUCTURAL DRAHINGS FOR 9FEATHING PENETRATIONS. NOTE,FOR ADDITIONAL 6E ERAL ATTIC./ROOF AIR VENTING REAR. 1m8 1-5 "' AR 1-S REAR 1-5REGIJ111a®CI9 REFER TO CET®RAL NOTE SHEETS. AT OPT.COVMeV PATIO 6C.&t.I'OW AT OPT.COVERED PATIO ""aw""• "A`."`11O• 7NSPROJ MALCOWLYWMMMUMD i� cMSIWJC rRH:TND9•NMIxRMMNLMW JOB NUMBER: W3-18015 BPMUIE PER LLr,NN61RN M27.SEE SHEET fl7 FOR MMMIUM I&OUNEMBIN. CEMM LAIIortrRm ©201R BIIRSENUN IAIpII nS.Ta' ELEVATINN/ROOF NOTES MA4 I. 2X6 PASCIA,50 DETAIL •'I 2. 2X6 BARGE,SEE DETAIL. S. Sxb EXPOSED RAPIER TAILS MYTH SHAPED ENDS,SCE DETAIL.ALL RAFTER.TAILS TO1SE EOUALL Y'SPACED.FRAHM TO COORDINATE r�PSKI 60 MYTH Timm ENBRlER 4. EXTEROR PLASTR OVER PAPER BACIaD NTH MERE MESH. L s. EXTERIOR PL4&9n9R SDPPrc OVER EXPANDED METAL LATH. o 6. I-COAT STUCCO 91151E4 cl T. EXTERIOR HARDIE SIDING,SEE EXTERIOR FINISHES NOTES. `?'s�'Q3N�.1, D. EXTERIOR GRADE RYWOOD SOFFIT. .�jl I A. TONSIE no GROOVE SOFFIT. 10. SPACED W4 x 2 VGtnGAL WOOD TRIM AT 6'OC.OVER EXTERIOR GRADE PLYWOOD OR MDD.BOARD. II. EWOSCD WOOD CORNER TRIM,S@ EXTEROR FINISH NOTE5. 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. 15. SIMULATED PRECAST FOAM TRIM,SBE EL"ATON/DETAIL FOR ACTUAL SIZE. 14. FOAM TRIM,9EE ELEVATION OR DETAIL FOR ACTUAL SIZE. IS. EXPOSED HARDIE TRIM,SM ELEVATIOWDETAL FOR ACTUAL SIZE. 16. BUILT-UP IGARV®'PLYWOOD TRIM OR MOO.BOARD. Tl. FIXED SITYRTER9,SM ELEVATION FOR SIZE. •YommimIR H m 16. POTSFE.F,STD DETAIL c 21 II M. PROVIDE 6.1.FLASHING,AT ALL EXPOSED WOOD TRIM. Dl` 20.C0NTP V,1U9 6.1.EXTERIOR FI.A6TER SC16ED,SEE DETAL. 2 1 21. B.I.FLA0 e16 WOOF TO WALL. � 22.6.1.FLA&IMS AEC SADDLE/ORICKET. 1 W �L n, 25.APPROVED TR'�NNATION GAP MTI WANK ARRESTER FROM OWL IKi TALL -- -_---- r PNIB%KE MAIIUFiUGVAWL • ------ -------------------- - Y14.LIRE GF et1�R18R LELLJ1160R NJTfRAOR MWJ-. $ - 75.FOR W'D NYNIONRY+AIR K 6 MIAOD,"Rd IL \11ra cc .° ❑ ■ ■ 26.LNNTID A9 CO SNN. , v � 2T.lFVPED FOAM GOINEI..!@ DETAIL. 1 11 DD 14 DS ❑ •, I M -0. !. T 26.214.N Mr YRDOD IEE PLAN SEE DE SIZE. Co F j SO.EXPOSED WOOD BEAM. PAR SIZE.O 91. MANUFACTURED COLLW "_ 52.PREfiAST GONCRE-TE COMPbNENT/TRIM,5ff DETAIL.---- ---- ------- EMI. 35.DECORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. Z R • � $4.FETAL PALING,SEE DETAIL. � PI PLR FI RLR PI PLR ---- ---- -------- 96.WOOD PALMS,S�DETAIL. � d ----------------- - 55.DECORATIVE METAL SCE PETAL. -- ---- --- _--- -------- ----- PLT TOP I-LT. TOP ELT. - ------------------- TOP ELT. -_---_--_------------ YI DEPTH NO ZE OF FINISEDOPENIN6AnON FOR LOCATION, a� -- 56.6.1.SCREENEDAND LOUVER®'SABLE BID VENT,SM ELVVAnoN ■ FOR VENT SIZE AND LOGATIOK SM REdAIR®Arne VENTILATION L ❑ CHART FOR►TORE INFORMATION. W ~ \ 54.6.1.9GRE3ED ROOF'AIR VENT.9ED REWIRED ATTIC VENTILATION �. -- ------- - ---------------- ', CHART FOR MORE INFORMATION. CD BOARD,SEE ELEV.FOR Z C -- ----- -------- - ------- F 4 4o.SIZE AND�AA� ♦,. --- ` 41. 6.1.E APHISATIO1 AN_ GUTTER LAYOUT M M1 C DO5P011T q dR}S 42.Npll11H7 ST'NTI:TIG STORE VEIYYR BE FIELD VMRW- HY EL DORADO.1'.SRrl2 I W 48.ANCHORED MA90NRT'ViSYEER SEE SLAB INTERFACE � g PIN. EXTENT OF TOE FOOTING SEE SLAB INTERFACE FLAW. ¢ RM PLR PI FLR cc PI PLR. -- - -------------------- - 44.LINE OF+2'WAINSCOT.SW ELEVATION FOR HEIGHT. " ------------ -- -- ----- ------- 46.LINE I WAN9GOT PARLAN MS-FOR,MOPE ELEVATION FOR 1l=16N1T.SM - -- ----- - --- - _ _ SLAB INTERPAGE PLAN FOR,MORE INFORMATION. � o 46.S.I.V45SLLT FOR COLOR GOAT C IANSE. _ D G 14 14 C G S 14 CS II 14 Q m D s 14 DA 9 14 91 AM LOG PION P NTM PTO MAT ITUGGO COLOR VERIFY N D F I-� LEFT 1-� M 46.REPEATREPEATDETAIL AT OPPOSITE 911DE OF OPBlINB. .14'fcb'BARA6E b6WA5T VENT.9GIR@R87 AND LOUVERED. LEFT 1-5 LEFT KJif W'•1'd A OPT.COVERED PATIO * W ° AT OPT.COVERED PATIO ""�WOW T EXTERIOR FINISHES VM X0000()0000( A. ALL EXPOSED PLYWOOD TO BE EXTEt1OR SPADE. ' B. ALL ZWOSBD WOOD TRIM,PLYWOOD,9HITIPRS,P05T5 AND ERN:00-00-T0 CORBELS TO BE�MJ•AAD SHALL BE PRIMED ON ALL SIDES PRIOR To INSTALLATION/A•AENBLr.EXPOS REVISIONS _ G. ALA.EXPOSED POST TO BEAM HARDWA�TO HAVE HIDDEN INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' m M Derr. O6/29/2016 GOWIMTORS NTH A TEXTURED BLACK PONDER COAT FINISH. D. EXTERIOR PLASTER FINISH, CLIENT 06A30/2016 E. TYPICAL SIDING TO BE,.JAI,"HAPPE LAP SIDNI6,tEIR-40S ��.CC". m�,� EXPOSURE,6' FINISH: ROOF PUN NOTES wn4 .db.INDICATES 4.12 SLOPE UNLESS NOTED OTHE RNSE ON ROOF PLANS. - AI GXAL RGLI OOF INMGO TOO(GB EA C6O IAIG IRREA'I7ED M)OR TIAPPROVED T SB'G)U A- OwAx LOAD OF 10 It S PD SCvm FOOT). B.AXGAL ROOF OVMANS AT RAKE CONDITION TO BE 12' UNLESS �X NOTED OTHIPPOSE ON ROOF PLAN- G. TYPICAL RDOF OVERMANS AT PAVE CONDITION TO BE 12' UN.@9S NOTED OTFflRNSE ON ROOF PLAN. REQUIRED ATTIC VENTILATION N� R1�1 r HWL ATTIC VENTILATION GALGe AnOKS PER CRC.R6062 As FOLLOYLS: - ----------------------------- -- _ A Arne AREA(SAMJPE FEET) --- --------- t --- ------- B. DIVIDE A DY BOO AND MULTIPLY 61'144 TO GALU.ATE THE TOTAL RF.L6UIIRED MIN NET PRIM\4!" B AREA IN SWAM INCHES.AT I ® AREA HA 199E NO MORE THAN Sal16H IE T£RRCATED N VEwnNS MORE AREA SHALL BE PROVIDED BY HASH VENTS LOCATED NO MORE THAN e NV LOK VENTS OR IN It M I 5 FEET VERTICAL DE.OW THE RIDGE OR HIGHEST POINT OF ROOF D3 S4 DS I4 Q F-j- q Q ,-0 i Q R(q Pp�pP 1�OC P'(Eg I C CLLIMATE ZONES 11 BALANCE 4 AND 16 A GLA55 I OR 11 VENTINIS PROVIDED BY VAPOR RETARDER SHALL r ISYJC r $F PKPs u PSS E io i. SIDE Or I*DIVIDE TALLEDA NBY BO THE�1MA.TINRLY BY 144 TO CALCULATE THE C F ZE pP11p1 edhel 13auoh`n9 TOTAL REWIRED MN.NET FREE VENTINS AREA IN SWARE 1250 CORONA POINTE COURT „ I s e.�ed ?bdog i pehd IW E5.14 AND I6.RETARDER,NOT RBWRED AT CLIMATE M. PI FLR �A1 s des and°eTa bbdhcles evil 1 AND 1). P ( ) 20-4400 1 SUITE -- - ---J------------------------------------------- CORONA,CA 92W ------------ ---- --- - - TOP PLT TOP PLT. --- -I"GONWIT TO PON=R -------- a9e a p° ---------------------- Y °II n be U �'9x�SdAAIRE INCHES OF NET PIt�VE31T'ILATN6 AREA PROVIDED -------------- ------ - "I-PANEL�'1ROM,50L7kf�--- aP 9 Uc3J c, �,?;,...n`- a 1 PANELS ON ROOK PebY Ta a aPP b a P i°°sip ld�END ArnC.VENTS(SEE ATTIC VENT CHART FOR FREE aPPI 1 su ihese9F';""'.'s,, ii j1 i� •6AdJ:OD VflIT I PROVIDE LIME FOR a y��y yRR� AURR FUTURE HOT wATR The �gl oce D. AIM APIEN AT MfaRRw.RSA�A SOLAR of - TOTAL WIUARE INCHES OR NET FREE VENTILATING AMEN PROVIDED .. Pplc,, -- -------- ---- ---------- --- �r .c.�^'. c' 20 ---- --------- ---- ------- -�c- ------------ K ROOF AM veN�K.{NEE ATTIC VENT UNRT FOR T iT• it Q � �: "' uH •INB11 TgtRT �=1•LOT VQRT •DIED/YYO Vmi7 O A( D APPROX.FENCE E. TOTAL SWAORE WWA*5 OF NET FREE VENTILATING AREA PROVIDED q 4 0 LINE LOCATION Br UOM SAVE VENT BLOCAC.S.02 SO.IN.OF ARM AREA MN W PLAN +0 �7SS ❑ �I•VENT BLOCK AT TRUSS BAY O•VDET BLOCK AT KAMM BAY L N 1�p PIN F. TOTAL SWAM INCHES OF NET FREE VENTILATINS AREA PROVIDED. ELEVATION D' PIN To . - - ------------------------- fUGHT&LEFT ------------ -- ----- -- - --- - --------- - r__-_Y PROVIDE ACCESS AND vENrILAnoIN FROM C-ALIFORNIA FRAMED AREAS TO ADSAGENT ATTIC,SPACES.ROPER TO M 14 10 y STRUCTURAL DRAWINGS FOR SIEAT IN&PENETRATIONS. C S 14 5 DA D Q I tSHT I-B R.16HT 1_� NDTE,Fae ADDInoNAL GENERAL Arne/RODE AR VENTING '> 11 REEIIII�RITS IRE'tR T'O 6ENEtAL NOTE SITYgTS. la8-1 � AT OPT.COVERED PATIO d DECK ' net PellEtltluucerPLTNIIneruHTBHwsun YYRRmINCI1HIN REMOOt TOR Bneute nenReE JOB NUMBER:9t3-16016 EIDOt111E PBH 6R&JNLIRN m? aff am 6Y U1P1R1011T©Nis F011 Mp110NAL I[OINRMBIR. LUSENM LAWN ARCHREM FLOOR PLAN NOTES ,p114 I. 36'CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRI6ERATOR * M'4 - 2. 50•SLIDE-IN RANGE AND METAL EXHAUST HOOD ABV.W7 L16HT AND E 6 PAN.MIN.100 CT-.M.,.M.,MAX 5 SONE,AND VENTED TO OUTSIDE AIM(). PSKI��F,tf s Oy 5. PANTRY.SEE INTERIOR ELEVATIONS. 4. 50'BUILT-IN OVEN/MICROHAVE COMBINAnoN. 5T-0• y7:-0• 5. 5'-0'PRE-FAS FOERSLA-%n15/5HOPER WITH HATER RE515TANT A a WAINSCOT TO W ABOVE DRAIN U.N.O.PROVIDE SHIOYER CURTAIN ROD LI ND. 6. PRECAST SHONE R PAN.SEE PLAN FOR SIZE.TILE TO 60•ABOVE /) DRAIN U.NO. 1. SHATTERPROOF GLA66 SHOVER ENCLOSURE.SHOVER DOOR TO BE A MIN.22'CLEAR 6. 102.A6UATG T=CFNOLO6NB TUB/%HONER CON30.04ALL COVERIN95 TO BE CEMENT PLASTER,TILE OR APPROVED EGUUAL TO 60-ABV. DRAIN AT%0 ER5 OR TUBS W7 SHOY8R5.MATERIALS OTHER THAN -- -- ------------ STRU CTURAL MEMBERS TO BE MOISTURE RE515TANTJ r--L-------------------------5-,i r-1--------------------------L-�i 9. SHOER SEAT.SEE PLAN FOR kE161T. 10. LINEN CABINET.SEE INTERIOR ELEVATIONS. I I( I I I II. BUILT-IN 5HELVE5 BY OTHER5(6 SHELVES AT 20',16', Ll u 12. 72'X 06'X 2P RECTANSLAR TUB NTH TILE NANSrOT.PROVIDE!MOTOR ■ </',� I I I I I I AGU W PANEL AT OPTIONAL EPA/WDIZOMASSASE BATHRBS.VERIFY SIZE �•• o AMLOCATION OF ACCESSPANG 15. HATER NEATER B'VENT TO OUT5IDE AIR 14. TEMPERATURE AND PRESSURE RELIEF VALVE. I I I I I I 5. TAN KLE55 HATER HEATER PROVIDE FUEL OAS.INSTALL AND VENT t!C I I I I I PER MANUFACTURER.Rf!FER TO RVA.G.DRAWIN65. LLA I I I I I 16. PROVIDE WATER AND WATTE FOR HASHER. I I I I I I rl. PROVIDE SMITTY PAN WITH DRAIN BENEATH WASHER ems" I I I I I 15. DRYER VENT(MAX.14 FEET LENGTH INCLU7IN6(2)40 DEGREE Z ": - M-BOM)PER GAL.5043. - 19. 14'W 6ARAOE EXHAUST VENT.SGRE3ED AND LOWERED. cc 20.PUJFBIN6 WANE DROP FROM ABOVE. mmmj ■ JU m -- 21. FA .IN ATTIC.PROVIDE 50'X 30'CLEAR,ATTIC AGGE55 PANEL--_L 6 rr ll L-i---- (OR PER GAL.404.10)PROVIDE REL 6A5,L16HT AND SWITCH. _-- U 22.22•x30•ROUGH FRR/V4m ATTIC ACCESS OPENING PER CRC.RE0I.1. �I I 25.L.HE OF DECORATIVE PORCH RAILING.SEE ELEVATIONS. KITCHEN 24'LINE OF EXTERIOR BALCONY GUARD.SE'ELEVATIONS FOR DETAIL. ;m MASTER TOP OF GUARDS SHALL NOT BE I THAN 42"IN HEIGHT.OPEN s _ MASTER HALK-INN GUARDS L HAVE INTE2IWIATE RAILS OR AN ORNAMENTAL BEDROOM BATH DTI I PATTERN SUCH THAT A SPHERE 4'IN DIAMETER CANNOT PASS cc �C II THROU6H PER GAL.R512.1. >� b GREAT DI IN6 - I /!•� O O: 25.DUCT CHASE.VERIFY WITH H.VAL.DRAYNNSS. Q - =__-# ROOM i; >r(�f• O o -1:LINE Or CRIPPLE OVAL�SVE STRUCTURAL FRAMING PLANS. ' s 28.LOCATION OF IW.TIER CLOSET AT FLOOR ABOVE. �_�_- 24.DIRECT-VENT SEALED COMBUSTION TYPE EXTERIOR FIREPLACE.SEE LL u G PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.6.,IGNITOR SWITCH, J _ I DIRECT-VENT TERMINATION PER lRFit.SEE WK SPECS.FOR RATS® I >s HEARTH REQUIREMENTS. F� z I i 50.2x6 5TUD WALL. I I LAV. I 31. PONY WALL.SE:PLAN FOR HEIGHT. 4n.1 I j 32.DIRECT-VENT SEALED COMBUSTION TYPE INTERIOR FIREPLACE.SEE ••� > I1 I PLAN FOR FIRIMPLACE BOX SIZE.PROVIDE F.6.,16NITOR SNITCH, ^. DIRECT-V@!T TERMINATION PER MFR.5ff MFR.SPECS.FOR RAISED II BEDROOM 2 I R 5ERVI THREa1ERVINrs. I I -------- I W.ELEC TRICAL SCE PANEL.(SEE UTILITY PLAN).SEE GENERAL NOTES FOR E,ROUDIN6 IIFORM1AnoN. N___i -------- 54.LEHEL POST. g= F r r I 55.FLAT SOFFIT.SEE PLAN FOR HE16HT OR DETAIL. I I I 56.51.LIARGFED IT.�PEL.AN FOR HEIGHT OR DETAIL.OF FLOOR �• n 56.GAS METER LOCATION,SEE UTILITY PLAN. ENTRYI 59.ENCLOSED AGGE551BLE SPACE UNDER STAIR SHALL BE PROTECTED H1TH I/2'GYPSUM BOARD ON IENGLOEM SIDE PER C.A.C.R502.7. 40,42•H 16H GUARD PER CAL.14512.1. VV VVvvy MQ p �y I 41. 54'38'H IOH HANDRAIL ABOVE N051N6 PER GAG.R511.7D.1. XA/LAA xxxxx am I I I 42.LIN'_OF ADHERED NE R SYNTHETIC,STONE VENEER.SE'_ELEVATION. IL 45.LRE OF ADHEREDMA50WY VENEER 5EE ELEVATION. Date:00-00-15 --- I 4 I ---- I ° 44.LINE OF 12"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF 1441N5G0T NIPPING.SEE MEVATION FOR HE16W.SE'SLAB INTERFACE PLO"FOR MORE INFORMAnaN. REVISIONS 46.DOOR OPENIN55 BEThEEM 6ARA6E AND RESIDENCE SWILL BE 4 \ I = R. •�/ SOLID WOOD DOORS NOT LE55 THAN 1 5/6 INCHES IN THICKNESS, - ® I \ I SOLID ORCK,O -10-MI TM STEEL DOORS NOT,E55 THAN I 516 ITH _ I ILL 4 INGHB THICK,OR 20-MINJfE FIRE-RATED DOORS,EQUIPPED WITH 41.PROVIDE MIK 10ROOM PER C,.M .5043J.0.IN OPENING FOR MAKE IMP AIRR T LAARVIRY _____ 46.24'AW TO BAR-HST.54'ABOVE FINISH FLOOR I h I- - 5TR9� 2I FINISH F 0 OOME ING-HSAPER T ABOVE FLO EiEDROOM 3 51. UNDER OUNTER REFRI6RATORREVERA6E COOLLR ------ O OR. 1 _\ 52.FLOOR DRAN 55 SHELF,SEE PLAN FOR HE16HT 54.LAUNDRY SINK. - I i Y 55.RAN SHOVER HEAD. 0 I ry I \ I 1i I I 56 II'xri'SOAPA+IAI P00 NICHE. J q i 51.LAUNDRY SHELF-HT.60'ABOVE FINISH FLOOR L---------- LEGEND HALLS, 4 L _ F 6. I n •�1 r INDICATES HA REWNRINMINIMUM'MINIM 6YP5UM WALL - -T----------r---- = BOARD ON 6ARA6E SIDE OF WALL FOR OCCUPANCY I _ SEPARATION PER GJRL.TABLE 1115026. \ O -4 LI -......... ''Tri I- L - • INDICATES(1)LAYER MIN.I/2'GYPSUM BOARD AT CEILING ----- p L ) SJM1 J �� S HEN ATTIC OLGAiS ABOVE GARAGE.INDICATES,(1)LAYERLFR 5/6'TYPE'X•6YPSU4 BOARD AT CEILING WEN HABITABLE LQ RN- h }� ROOMS OCCUR ABOVE 6ARA6E.GAG.TABLE 11.902b. IWISEE PAN EXTENT OF 5). CEILING. SEE PLAN FOR HEIGHT(%). 4050 9L INDICATES 141CXR FIRE RESISTIVE WALL ASSEMBLY AT HALLS' THAN V-W FROM PROPERTY LIME PER LJ. mes -cROVE�PNp.es,L GAG.TABLE R502J W.SEE DETAN(5): 1 II�llllJJ�'�1 1ICCJJ \5 OC\P FF r Fs'�iQP�E doIggtRAL PLAN NOTES IA14 ,(( 6\O'p"01 .fi"ALL INTERIOR DOORS TO BE HOLLOW GORE 15/8'THICK UJNO,(SEE SCO at PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE 1250 CORONA POINTE COURT b s. TAT TOP aF INACTIVE DOOR ex \aas des ageac�e ba 6l�RA6E SERVILE DOORS TO BE HOLLOW CORE 1 3/4•THICK SUITE 600 W-4 5/4' S'3 V4' CS'-II I/4' 3-T 5/4' 10'-S 1/2' 10'-5 V2' '-O 2'-0' b'1 1/4" 6=7 V4• I'-II• W Y 12 1\1 yD\e ke \O� ''-' a pe< ' a 6RAAE.(SEE PLAN FOR SIZE). CORONA.CA 9287E apP\eby 9'a sU aPP'y cf.�„t oy.o�,E •DOORS TO BE SOLID CARE 1 3/4'THICK.(SEE PLAN FAR PH:(951)428-0400 20'-7' 5'-6' 15'-2 I/2• 20'MM5 I/2' 2Pp'ova\by oc c`a - ,812Z.-AT DOUBLE ENTRY DOORS PROVIDE DEADBOLT AT TOP AND nce o BOTTOM OF INACTIVE DOOR. of�` - D. Al EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 5/4'THICK.(SE__ PLAN FOR FOR SIZE).AT DOUBLE FRENCH DOORS PROVIDE AURA �"''� _ =` DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR SFEGON✓ r-LOOR Al;Vr=NI�UM G r-I RST FLOOR Ar;VENC)UM G y PROVIDEE ABOVE E. OF 53 S SHALL VERFY HIDE HINVONFLOOR M,NIFAGTIRAL THATRE LL ESCAPE OR RESCUE WINDOM HAVE A MINIMUM NET CLEAR OPEIN6 AT CANYON HILLS PA-2D DOOR FOR OF MINIMUM 5 NET C M GRADE FLOOR .FT.NS5THE SHALL HAVE A ---_.- MINIMA NET CLEAR OPENN6 OF 5 50.FT.THE MIN NET CLEAR eGMb WW-W _--_.... .._.- scxs,W'.IW I MAKE UP AIR OPENING HEIGHT SHALL BE 24'.THE MINIMUM NET CLEAR OPENING Resat TO BASIL PLAN FOR TO BASIL PLAN FOR A17TH SHALL BE 20•AND THE BOTTOM OF THE CLEAR OMIW NO PLAN 1 NOTES.DIMEtYIONS,AND NOTES,DINENSIONS,AD GREATER THAN 44'ABOVE THE FLOOR(WRC.R510.U.NNDOHS NOT _ INFORMATION NOT 51HOYN HERE. INFORMAnoN NOT 5HON4 HERE. N-M7I146 THESE REWIREMENT5 SHALL BE BROUGHT TO THE FIRST&SECOND FLOOR IMMEDIATE ATTENTION OF THE ARCHITECT. F. THE LOHI 5T PART OF THE CLEAR OPENING OF OPERABLE HIND011115 ADDENDA"C" LOCATED ATONE THAN-12"ABOVE FIN15H 6RADE OR SURFACE BELCH 5HALL BE A MINIMUM OF 24'ABOVE THE FINISH FLOOR HHEN PROVIDE I•FIF24'ABOVE THEFISECTIONS aF THESE FLOOR THE ARE LOCATED LE55 THAN 1 .9 - � UNDERCUT AT 24'ABOVE THE FINISHED FLOOR THE OPENIN65 SHALL NOT ALLOW DOOR FOR THE PAS5A6E OF A 4'DIAMETER SPHERE.(CRL.R5122JJ MAKE UP AIR THIS PROJECT SHALL COMPLY z WITH MATERIALS AND CONSTRUCTION METHODS FOR BOERIOR WILDFIRE JOB NUMBER: 023-15015 r l "MAKE UP AIR" EXPOSURE PER C.R.C.SECTION R327.SEE SHEET 0.3 AT LAUDRY ROONN FOR ADDITIONAL REQUIREMENTS. COPYRIGHT ©2015 BASSENIAN LAGONI ANCHITECTS , ELEVATION/PMF NOTES nn, • • I. 2X6 FASCIA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. S. SNG EXPOSED RAFTER TAILS NTH SHAPED ENDS,SEE DETAIL.ALL RAFTER TAILS TO BE 15WALO SPACE.FRAMER TO COORDINATE h�GERSK/ p K T WITH TRW ENBiI@R = 6 4. EX'9WK PLASTER OVER PAPER BACK®WITH JAIM MESH. n� - S. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. -------------- -------, 6. 1-40A7 STUCCO 9YSn3NFKAMOV"I I I O ALIGN EAVE OF STTWPEERR II M. 4 _ I �-1 T. EMERIOR HARDIE SIDING,SEE EXTERIOR FIWSI NOTES. I �• AREA I I PILOWCRR PIRDOPGTICH RO�sTH eAVE of ADJACENT E''`� Is 'I os t A. EXTERIOR 6R E SOFFIT. SOFFIT, d 4:IZ I I ~ 10. SPACED GRADE PLYWOOD OR MDT.BOARD.x 2 VERTICAL NOW AT 6.O.G.OVER EXTERIOR Ir---------------------- I I I L L L BIJt,DN19 Ltl` I1. EXTERN D WOOD I-LYV4 TRIM, M EXTERIOR FINISH NOTES. 15. EXTERIOR GRADE ST FOAM OR MDO.BOARD. I 4.IZ I I I --- ---'----------- 4 �.. I5. SIMIILA'1ED PRECAST FOAM TRIM,SEE ELEVATON/DETAIL FOR ---r-------------------�------ ACTUAL Sig. b, i I ROOF I n TOP MT. Z1 DJ J- T TOP 14. FOAM TRIM,SW E.EVATON OR DETAIL FOR ACTUAL SIZE. --- ----------- --------- ---- - ----------- - ---- --- i I 4:IZ �- ----i____--�------x------�_____a I .N Is. EW03ED 1fARDIE TRRIM,9EE ELEVATONA7ETAIL FOR ACTUAL SIZE. mpm ROOF /'�J� QI 1�'Alr/V FLAN I�� I FQ--------50 AR zotIlE I _----i I ii. FIII7�9 5,9M 9Y"AnO�NMFO�R 91g.BOARD. ■"r pt_ 0 4 EE H6. POTS ELF,�DETAIL. rZ O 50--T.)----I- I 4.12 I-_ I I I I J 14LIE] M WOOD TRIM. BM ---- ----+------* ----- ----- AT OPT.COVL`1�D PATIO ! DEGY. lcAla wtilb• I � � �ss'-0•� � ' I .^. •_ 20.GONTTNUfAN3 6J EXTERIOR PLASTERSGIPd,�DETAIL. Q I --- 1------i----- ---- ! t aS -� 22 S.I.FETCHING ROOF TO WALL. I mil. �. I Q ------- ' . D.I 14 • 32.6.1.FETCHING Al1D SADDLE/CRICKET. 0 7 II M. ---- 9IZ H 4-1 dhi4d2 i.-i I Z -- r 25.APFIWYW Y■MNNATION GAP WITH SPARK MIIE6TER FROM W u. MVE I"CONDUIT TO ---- - F11111FI•AG'E WWIPAC.Ti41111R. o y POWEiR PANEL 24.LIME OF W"MM!CHLING SIR NN�1 M WMLL. �' o !H .b� I -_- _� >6.ADN■RSD WHOGISRY YwRPJa!■Y`ON9RAON0 INSTALL --- T•aaC.A I Ip 1 M. PLR - ---- --- -- - -- -------- ---- PARR MFR c �----------- - 1 I �� 4.IZJJ4- T'YP. 4,12 I J■.LIOHT>'J7 AD0119G SIGN. !Z M. 1 I � v�l R7P PET. ---- ----------------- -- -------- ---- TOP PLT 2T.RAMPED FOAM CDIROM-SM DETAIL. J- i-=✓F I RAKE L- I I 26.ISHAPW W WO 0011WEL,ig DETAIL. .� ■NIDI■LIRE 1 6 1 AREA I '' oPr. 50.EXPOSED mom BEAM. Z 1- 24.NOW POSTI"S).SM PLAN FOR SIZE. I S.IZ I P"UI! 1 D L I _ �3� 51. MAm FACnww COL". I I I CRICKET r I iii $2.veco A T CONCRETE COMPONENT s/TRIM,An DETAIL. +� SS.D$GOIRATED FADE nLE VENTS,Sm ELEVATION FOR LOCATION. ------------- ----- FIE]- -- , i �_ I DJ n tz I T 94.METAL R RAILING, BEE DETAIL. T a' S5.MOOD RAN.H16,SEE DETAIL. I I i j ~ ~ I l0 O Q 56.DECORATIVE METAL,SEE DETAIL. � J O I �► AREA I I �-t �--- iii O M.EXM AN PSIZE OF RECESS,JM ELEVATION FOR 1 OGAnON 77�� 1 4,12 I AREA 2 I ---, ---� 4 56.6.SC =AID OIJVEN END VENT',SMELLVATI I 1 ilH 1 ---- FOR VENT SIZE AND LOCAnoK SEE REWIR®ATTIC VMWMLATON ■ I I I PI PLR T.O CHART FOR.MORE INFORMATION. W = I ---- -- -------- -- - - ---- --- ---- ---- I--- 59.6.1.SCR®®'ROOF'AIR VENT.SEE REWRED ATTIC,VENTLAnON I I L-r r r --J C I AR7 FOR MORE INFORMAnok aa+ 40.DECORAnVE(FALSFJ VENT/LOUVERED BOARD,SEE El".FOR 5 C p 14 D S Ti 5 14 SIZE AND LOGAnoN. r. z ROOFPLAN I-G ROOD FLAN I-G FRONT ELEVATION I-G 41. L GUTTER AND DOWtiSPGUT'S, . LAYOUT AND DDrtrPOur C.2 - I.oeAnoNS TO BE FIELD vae1F1ED® � 42.ADHERED SYNIM116 STONE VENEER BY E.DORADO,CR-IZI6. I Lu AT OPT.COVERED PATIO ° 'w+iw• fOA1Li w•.Iw' FRENCH EXTEN w.•I,a. 45.EXrENANCHORED MASONRY VEND A SLAB E RAN = a T OF TOE FOOTING SEE 91.LAD INTERFACE PLAN). 44.LINE OF+Z'WAIN SST.SE ELEVATION FOR HEIGHT. cc 46.LINE OF KAdNSCVr SLAB INTERFACE PLAN FOR MORE INFORMATION.KINKING.SM ELEVATION FOR HEIGHT.9E cc Q ATTIC, VENTILATION CALCULATIONS ATTIC, VENTILATION C ALC,ULATIONS 46.6:L REGLET POR COLOR COAT CHANGE. oC 010W W TYtA9 MI AM VIArOr WM MR AWI1b MYIRAAMW OEM TO 1E7HIm AM VBRlATIOM WM F=AWIIWIVL PPM%TIGII G D (� 4T.FEGkV1NIGAL TUB AGCE�PANEL.CORROSION RESISTANT,VERIFY , R PLAN AM eon e:Re eo mvN ewve .Onr_ PLAN AIIIL Aav ss.e eo awN rAvc TmK 46.REPEAT DETAILSIZE NO TAT O POPPOSITE SIDET TO CH OF OPENING.COLOR.STLhXO vemis .ens Wzr vein vem� verve ucv verve vein RRx vein veins venom VENT.SCA110W AM LOUVERED. •I{', 14 NIR.RJ Saw mom ftlu ftw en wnu roa nJ ea NI maw na 1U ftw a�iu T 49. AKEA-I WA WA WA WA >„, �« EXTERIOR FINISHES �p�� A -� m Iona I•YtlJT-.i� Jn Wl WA 1.9bOM WA ]ll ?D WA ISI••s/ WA �M A. ALL ElPOEW RYYIOOD TO BE EXTERIOR GRADE. B. ALL EXPOSED WOOD TRIM,PLYWOOD,SWrnM,POSTS AND Elm:00.00.15 GOPM-S To BE'RESAMI•AND SHALL BE PRINED ON ALL SIDES TYPICAL ROOF° DETAILS TYPICAL ROOF DETAILS PRIORTOINSTALLATowAsse`TBLY. NOm TO me Naum•e ml•rMaw covw"MOT TOlSYm ON ROOT Km Saw m raime role srmonv omme wrmrmmw aN wo R.AW G. ALLEWOSB7 POSTTO BEAM HARDWARE To HAVE HIDDEN REVISIONS 3 MNOOP M ROOF DECK eROOF @ ly ROOF DECK IN5TMLATON OR A IEXngw LLY APPROVED POND'ORNMENTAL' DJ ROOF AL DJ DJ PENETRATIONS DI MATEWAL D.I DJ PE•ETRATIONL9 GOWRIOR PLASTER WITH A WISH RR®BLACAC POWDER GOAT FINISH. 1 RNJ96.OEPI O6/23/Z016 D. EXTERIOR RNG TO FINISH: E. TYPICAL SIDING TO BE,4411e3 HARDE LAP BRING,I!R-40s E7poSLRE:6' EII Der. 07/26/7016 FINISH: I \ ROOF PLAN NOTES AM A&,RDICATM 4.12 SLOPE UW.ESS NOTED OT ERYNSE ON ROOF PLANS. A. GAL ROOFING TO BE CONCRETE S'TLE MMV'IC,') �CMLE GDR-N00(OLAA6 A KNEW)OR APPROV®"IN I eNeaX IDAD OP O 1.85 PER wRMRI:FOOT). S. AL ROOF OVE RMAN&AT RAKE CONDITION TO BE 12' UWF55 -- OPf.4 yON ROOF PLAN. -1 OPT.\71 i64" G. NOT WM ROOF SEOVERHAN6 AT EAVE CONDITION TO BE 12" U4255 171 NOTED OTHERWISE ON ROOF RAN. REQUIRED ATTIC VENTILATION nna j ATTIC VENTILATION GALGNJITONS PER CAL.RSM.2 AS FOLLems, PL TOP PLT. ----------------------------- - ------- -------- TOP PLT ---------- ------- - TOP PLT --------------------------- TOP T--------- - --- A. ATTIC AREA(SQUAREFEET) r,- -ri LEAST 40%AND NO MORE THAN 50%Or-THE REWIRIED VI5rnN& Ellr - - i B. DIVIDE A.BY s00 AND MULTIRY BY 144 TO GALGJLAIE TIE TOTAL I��� �I RED MIN.NET PRE VENTING AMA IN SQUARE INCHES.AT 14 Yi y,F d, 1�`�I I I, �`�M AREA SHALL 8E PROVIDED BY HIGH VENTS LOCATEDNO MORE nwN t DS DS I�p h'I I I I,I I\;1 5 FAT VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF ROOF I �`Iq '1�1 1��1 �•q � GE G.- - I I WUni BAI.ANGE OF VPJlT1N6 PROVIDED BY SAVE/LOW VEH19 OR IN Q ��I 4 OGN S, MATE ZONE514 A D I6 A UAW I OR II VAPOR RETARDER SH ALL j-. \`ss \PRE------- ------- -_-- ---------------_ 1� n SS ��_ _�� O INh7N1®ON THE WARM-IN�•tlMER SIDE OF CEILING. S 'Q FOR�•cP "P PZE ante to \s DIVIDE A.BY 150 AND M1.TRY BY 144 TO CALCULATE THE 0 6040 SL.NHDOW 6046 SL.WIIDON p'C\FP d for ads oTlZa\endln9 TOTAL REWIRED MIN NET FIRM VENTING AREA IN SQUARE 1250 CORONA POINTE COURT --- ADDL'D AT OPT. PIN. I!L PLR S �v1z manoe' PP m\t P INCHES.(VAPOR RETARDER NOT REWIRED AT CLIMATE SUITE 600 --------------------- t ADD 60409L.WNDON -caveRlsrAna---- - -- ---- ---- - --- ---- -- - --------------------------------------AT-OPT'.OOVBIID�Pr.TIQ, -,cdl b�\\aln0 onZONE814 MD 16). CORONA,CA 92879 -------------------------------- TOR'PLT TOP PLT TOP R.T. ---------- 6� \a 1a :: I a9enc'es a`e��� OF PRm VENTILATING AREA PROVIDED PH:(951)420-4400 --- - ----------------- a --------------- - ---------------------------------- ---- a P\�c3 Tanta P\� n of a Pe m\co�5,�yc' 'QED TTICA VENTS(SEE ATTIC VENT LFIART FOR FRS o I lova got thI `n d iI PPP\s aot n o -&wx LTD VDR ^Us1111 -- - ----- --- - x ----- x ----- ---- ------- '1 -- - ----- --- - -- - ----- x ----- ---- ------- - -F------ ------------ - --- ------- --- ----- ------ - -' ---- X-t - ° XCINILL=t 2Dy TOTA.WUARE MICAeS OF NET PREP VENTLATIN6 AREA.PROVIDED I � '1'.-. �■1'ROOF AR VE�TIE.am ATTIC VEN�T CHoutT MR MAW ARIA) A #- i �=i+WON vFw N= 4m Veer IN-AREA/■o veer 4 p R * APPROX.FENCE-' E. TOTAL 90AAI E INCHES OF NET FREE VENTILATING AREA PROVID® LINE LOCATION BY UDER SAVE VENT BLOCKS.02 50.IN.OF M EE AREA MIN.EA) FLAN 1 L •VENT BOCK AT TTw156 BAY MU-\I er BLOCK AT RAFTER DAY L-LE �� PIN.�4 PIN. PI PLR ----- � --- PIN. F. TOTAL SWAMINGFHE9 of NET FREE VENTILATING AREA PROVIDED. ELEVATION"ri" ------ ---------- -- - O *----� PROVIDE ACGBSG AND VENTILATION PROM CALIFORNIA FRONT&REAR ELEV. II 14 S 14 B 14 11 14 S 14 B 14 N 14 14 1�1 14 I &ROOF PLAN r-OPTYi'` I I FRAMED AREAS TO ADJACENT ATTIC SPACES.RE'�TO D DZ D,4 DZ r e3)� D ---_� STRUCTURAL DRAWNNGS FOR SHEATHING MCMATION5. isio NDME FOR ADDITIONAL GE6RAL ANTIC/ROOF AIR VENTING RE�4R 1-G REAR I-G REAR I-G $ ecxa wtila eeAlr,w•Iw' ��w Iw• RER:R TO GENERAL NOTE SMUTS. AT OPT.COVERED PATIO AT OPT.COVERED PATIO 11Ni IRO.IECI SIINL CpwpLY IMIIII lM7BlALl Atm c m mmNHmmmIONeaomwDnm JOB NUMBER: 023-76075 ErOWRETA LCAG �7.NEE SHEET U FEE CENIM LHT ©ENS BIHSSBIIIIM IANONI MCHIIECA ELEVATION/ROOF NOTES I. 2X6 FASCIA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. 5. 5xb EA.OS5ED RAFTER TAILS WITH SHAPED ENDS,SEE DETAIL.ALL RAPTISt TAILS TO BE EE iUALLY SPACED.PRAMER TO COOROMAIE NTH TRUSS ENGINEER. 4. EXTERIOR PLASTER OVER PARER BALIQD WITH WIRE NES. 5. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. °`-'- 6. I-COAT STUCCO SY57W a "� 1. EXTStIOR HARDIE 510IN6,SEE EXTERIOR FINI51$NOTE5- o b. EXTERIOR GRADE PLYWOOD SOFFIT. h. TONGUE AND 6ROOVE SOFFIT. 3•yep q , 10. SPACED IN x 2 VERTIGAL WOOD TRIM AT 6"O.L.OVER EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. it. EW05®WOOD COWeR TRIM,SEE EXTERIOR FINISH NOTES. 42 EXTERIOR BRAVE PLYWOOD OR M.D.O.BOARD. 15. SIMULATED PRECAST FOAM TRIM,SEE EL.EVATION/DETAL FOR ACTUAL SIZE. 4 , 14. FOAM TRIM,SE:ELEVATION OR DETAL FOR ACTUAL SIZE. J• _ 15. EXPOSED HARDIE TRIM,SEE ELEVATIOW17EfAL FOR ACTUAL 51ZE. Ib. BUILT-UP'GIIRVED'PLYWOOD TRIM OR MVO.BOARD. I'l. FIXED SHUfTER5,SEE ELEVATION FOR SIZE. 1r! VD . rRb"LF,SEE DETAIL.K. �. .. M. PRN7VNDE 6.1.PLASIANG AT ALL E1P030J WOOD TRIM. at tl 20.CONTWOU5 6.1.EXTBIt10R PLO612K SCREED,Sm DETAL Q DJ .- 21. Fl.A9NMG ROOF TO WALL. 0 � v 22.&6.I.FLA9NNK AND SADDLE/GIUGKET. LL TOP PL.T. Top PIT. __. `> T 03 TIC '!'1 25.APPROVED T40t~TION GAR NTH iPARK AA ESTER FROM 4. - fliff%A NRAttRrAG14✓� ♦" _----_ - 11OP M.T.PIT. �T-- CEf 24.LW OF LR SWR M L"OR RMP"R WALL. -- ❑ \� J a.LW"W z ipMIY VNIRIRKBIIYR`N'A'D`,_1�^t_1y,I\i MI3TA1 T 4E�l 31 t�L J t' ali.LNNTED AD CO NEL, �--�Y 6 r L 6 14 Y 27.SHMm FOAM CORAL,SEE DETAIL MNAPlD W90D C61rlBl,lff DETAIL. w q , -------- ------------------- ---------- q 24.YIOOD POST(S).SEE PLAN FOR SIZE. ~ q Q NO Q o Q 50.EXPOSED WOOD BEAM. q 1 Z 51. MANUFACTURED COLUMN. Y 52.PRE-LAST CONCRETE , 6 COMPONENT/TRIM,5 DFOR GCVENTS, +�I t 55.Ot)RA18J FALSE TILE VENTS VENTS,SEE .EVATION FOR LOCATION. SEE PI I°I.R F PLR FI FLR ------_----- - - 4 '- - 33S.NOW R 54.METAL�AILLM,�SEE D TAIL �I�� Q rn cc -- --- rV TOP PLT. TOP PLT. -_..------_-- TOP PLT. -------------------._._-------._'� __-_----_.------------- _-TOP PLT BT.EXTPt10R PLASTER SEE ELEVATION FOR LOCATION, J U --- - -------- DEPTH AND SIZE OF FINISHED OPENING. �� U ■ L�J Ll ■ 5D.FO 5G�AND LdNH�1SEE REWIRED E END VBAT SEE ELEVATION •-- ------- -- --- -------------- - -T7 REWIRED ATTIC VENTILATION 4i O FOR VENT SIZE AND LOCATION SEE TIC vERnLATION ___ ________ ____ - CHART FOR TION. CHART FOR MORE INFORMATION I1 59.6.1.SGR�ROOF'AIR VENT.SEE �� z� • 2r `, 16 `T 40.DECORATIVEN(AL I5 /LOUVERED BOARD,SEE ELEV.FOR = Cu Q f r Q f c 4 dJ I- O i(r 512E ADD LOCATION. 2 41. 6.1.6URER MD DOANSPOUT5,GUTTER LAYOUT AND DOKO"OUT YTT I I LOCATIONS TO BE FIED VERIFIED. `� W 1 I 42.ADHERED SYNTHETIC STORE VENEER BY M.DORADO,EW IRIS. I L it 45.AMICAN01�MASONRY VE� SEEt.5 SLAB INTERFACE PLAN FI PLRt___j------ F fLR - -- FI FLR I i EXTENT OF TOE FOOTING SEE SLAB INTERFACE PLANN). FIN. 44.LINE OF+2'WAINSCOT.SEE ELEVATION FOR NE16HT. cc 45.LINE OF WANSCOT FURRING.SEE ELEVATION FOR HE16HT.SEE B II 4 B 46.6.1 RE.6Lrr FOR COLOR COAT LHAN6ESLAB INTEWACE PLAN FOR MORE INFORMAnON. Qr D.4 S 14 D4 3 14 D2 14 14 D3 D.4 S 14 D5 41.MECHAUGAL TUB ACCESS PANEL,CORROSION RESISTANT,VERIFY cc LEFTI-G LEST I-G LEFT I_G WPSIZE AND LOGADETAIL AT PAINT TO MATCH 5TULG0l.OLOR. 46.RE'EAT DETAIL AT OPPtO51'fE SIDE OF OPENING. 49.14'x6'GARAGE EXHAU5T VENT.SCRIEENED AND LOIN. sets:w•.r-o• AT OPT.COVERED PATIO ' AT OPT.COVERED PATIO ''"''"' EXTERIOR FINISHES 11A4 - X000( 00( A. ALL EXPOSED PLYWOOD TO TO BE EXTERIOR GRADE. B. ALL EXPOSED WOOD TRIM,PLYWOOD,SH17TT5Ri S,P057S AND Di t:0040-15 CORBELS TO BE'RESAYN'AND SHALL BE PRIM®ON ALL SIDES _ PRIOR TO INSTALLATIOWA5SE 15LY. G. ALL E)T-0--W POST TO BEAM HARDWARE To HAVE HIDDEN REVISIONS INSTALLATION OR STFJYTU RN1Y APPROVED'OR14A4ENTAL' 0,1E CTORS WITH A TEXTURED BLACK PONDER COAT FINISH. 1 10LD6.DEPT. _ Ob/23/2016 C D. EXTERIOR PLASTER FINISH: a CLIENT Ob/30/2016 E. TYPICAL SIDING TO BE: WA,IES HARDIE LAP SIDING,NER-405 EXP05UIWE:6' O D&DEPT. 07/26/2016 FIN15H: ROOF PUN NOTES Afi. .ni..INDICATES 4.12 SLOPE UNLESS NOW OTH13"5E ON ROOF PLANS - A. TYPICAL ROOFING TO BE CONCRETE'S'TILE(E.EV ro') .C OR-hO0(CLIBG A RAT®)OR APPROVED EQUAL I\ LOAD OF 10 LBG tamm FOOT). AL ROOF OVERHANG AT RAKE CONDITION TO BE 12" UNLESS NOTED OTNBINSE ON ROOF PLAN.__._-.--._-_._- _ L. TYPICAL ROOF OVERHAF45 AT EAVE CONDITION TO HE 12 ' UNLESS NOTED OTHIS" ON ROOF PLAN. - _ REQUIRED ATTIC VENTIUTION -4 r ATTIC VENTILATION CALCULATIONS PER CRC.R606.2 AS FOLLOH : TOP PLT TOP PLT. TOP�-T A. ATTIC AREA(SWARE PE ET) I H. DIVIDE A BY BOO AND N4ILTIPLY BY 144 TO CALCULATE THE TOTAL REd11RED MIN NET PREE VENTING AREA M SQUARE NCNEi.AT M P`, D GNG,�Ec�\N LEAST 4OAS AND NO MORE THAN 50%aF THE REQUR.ED VENTING 05 D5 14 \S S� \P to FEET VERTICALBH.OW TIf RIDGE OR 6FE5T-- A SHALL BE PROVIDED BY NISH VENTS PO POINT OF ROO NO MORE F TL dhe� �zatlon BNJ:NGE OF VENTiNb PROVIDED BY EAVE/LOW VENTS OR IN Q NJ Q Q P 2 /W d E"P% \t"ad ATE ZONES 14 AND 16 A CLASS I OR II VAPOR RETARDERo. SHALL r T' S e be° �cd� Pei BE IgqNe5eLI DIV�IDED ON THE EBY pJ0 AND IMILTI BY O LN-KINTER SIDE Or ILI��ATE THE lit 8� Se P a°p5yc de ioa`; Y'a9eac\e \�bsg-� iC TOTAL REOUMED MIN.NET'P1REE VE TIW AREA IN SQUARE 1250 CORONA POINTE COURT w ----_- TOP R.T 70P PIT. 4'Ell Q -_--_-- (-r coNmIT TO FOYER -PANEL--RtOMgOtAR----------------------------------- j Q 5 T oceP� cr,.�' o\ a P b ce C. TOTALINGFES.NAPOR RETARDB2t NOT REfi11RED AT CLIMATE SUITE 500 ---- -- 14 AND W. CORONA,CA 92879 ------------------ PANELS ON ROOF. PH:(951)428-4400 501HARE INC.NEi OF NET N9tEE VENTILATING AREA PROVIDED t r BY&ABLE END ATTIC VENTS.(SEE ATTIC VENT CHART FOR FREE o I' PROVIDE LINEAREA)° a • I FUTURE HOT KATER 1��ED VEVT A- �' __ ___ l D. TOTAL SaUAFE MC IES OF NET FREE VENTILATN&ALMA PROVIDED ��t2t�tstUs M ______________ ____ _________ _____ _______ 1 = _ ____ ___________________-T-______________ _ AM � ATTIC VENT CHA/tt PBR T�f AREA) ATbNtIt MIKLS A-0 T 1=r s K WOOF VEUS.l� IDI I Q � mH #NTH V!!NT 1=l*LBYI VENT .MIA/■O VENT �Nu APPROX.FE+ICE-- LINE LOCATION E. TOTAL SOIURE INCHES OF NET FREE VEtnLATING AREA PROVIDED ,p BY UDDER SAVE VENT BLOT C .(12 50.IN OF FREE AREA MIN.EAJ �� IRM-VENT BLOCK AT TWIS3 BAY 1=•VENT BLOCK AT PAP7M BAY ffN pf� PIN. TD F. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED. ELEVATION Vx --- ---------- --- P7NL ----------------- r---__I PROVIDE ACGE55 AND yeKnLAnoN FROM+CA.IFORNIA RIGHT 81 LEFT MtAISTIX® L.TUiAORAWNEO FOR SI•EATHIN6 PEIETRATI0M5.O Q D.4 Q J� N�(BHT -G 1 A I V HT I_G NOTE FOR ADDITIONAL T 6SENERL NOTE ROOF. VENTING REOIARE4ENT5 REI`9t TO GENERAL NOTE SHOTS. 1 � eGVa w••ro � 101 AT OPT.COVERED PATIO 4 DEOK THR vnol;GT MIA L commy w m MAIIHOU MI) coNsTRwnal mEmooa FOR H(IBNON WlN JOB NUMBER: B MI5015 0WO&M PER&RX,SECTON 11727.BE WET ER FOR AOOITIONAL KAUNBIIlN1a. N�PPIIIsxr c nit NNSSC4NIIN IABONI AICNITECTS SLAB INTERFACE NOTES WA4 I. 56'SaARE CONCRETE STOOP. (SLOPE MIN.1/4'MR FOOT). 2. CONCRETE STOOP,SEE PLAN FOR SIZE AND LOCATION (SLOPE MIN.1/4'PER FOOT) ' 5. CONCRETE PORCH/PATIO. (SLOPE MIN.1/4'PER FOOT). 4. 56'WIDE CONCRETE WALK GG��EPSKI b0 S. PROVIDE CO20UIT UNDER SLAB FOR ISLAND GCUER NT ELECTRICAL.-0' 6. PROVIDE WATER LIE SLEEVE FROM KITCAEN 51NK TO REFRI6.FOR w _ Nb'�In' 20'-S In' AGE MAICER a m 6 0 7. PROVIDE TOE FT6.FOR MASONRY V13EER TYP. p`ily z w 6. RAISED ENTRY,SEE PLAN FOR HEIGHT AND EXTENT. 5 GENERAL SLAB NOTES �M 20'3 1n• IMCATES DROP 15'-II In' 7-6' 0 1i// (SEE DETAIL) IN SLAB A• tg A. VERIFY MINIMUM FOIJIOATION DEPTH, KDTHH, REINFORCING STEM. ! COD c AND AWITIONAL EXPANSIVE SOIL RE5111RE ENT5 WITH THE SOILS ---------------------L--1 REPORT. B. REFER TO S IW=RAL ENSHFJ3i1HS ORAPONSS FOR INFORMATION °� LL LA G. FOR HARDSGAPE INFORMATION REFER TO LANDSCAPE PLANS. ■� I I D. GOURTYARCA, PROVIDE POSITIVE DRAINASE AWAY FROM 4'-0' 10'-0 In' E01LDIWS)TO SURFACE AREA DRAINS. _ 4 O 4 E. EN61N�2�SEE PREW5E 6RADINS PLANS FOR MAIN LOCATIONS To BE ILOCATIONS.CIVIL n F. WFBR REWIRED BY SOILS ENSII OR OTHERS,TIE COURTYARD cc DRAINS AW ROOF DOWI5POUIS INTO SITE AREA DRAINS. ! o fAll 11EN MCUTRINS THE 6ARA6E --- ----- T - DOOR TRACK PiBI PGI WALL TO CAM 1 CONCEAL NL-GEYaAR1'. DO NOT CHIP CONCRETE CURB cc wc ■ICI a'• 5 GONG.SLAB PER OFT. COVERED PATIO p .00 ! ps �F� z c 00 6 1 1 E.5INORE STANVARD AT GREAT ROOM xxe w+1 O / LJ L_ 2 1/2 CA C? } 2 Lu I SLOPE 1�/• j— `= CO 6'C cc' AM NDI TION 6'CURB COt1DITI ON � � 4 ta► 1 i1 r GENERAL INFORMATION AT GARAGE DOOR tOG TO C 3LA E HT5 Q - - VARZ5 � 9 'a f1 XXXXX XXXXX Date:00-00-15 S S REVISIONS ❑ 4 CLIENT OW3012M _ a-I 1n• 4 4 20'-*I/2' n EA9�5 In' IA'-9' 7 D7 Q 1' 4 n 4,-2' �. .' Q O �- ry Homes 1250 CORONA POINTE COURT 4'-0' Y-2- SUITE 600 CORONA,CA 92879 12'-I' b'-2' I6'-2' 2'-I' PH:(951)428-4400 0 .�,-0• FO t_E•:.,.I iaSIJANCE SCOTTFA--/- ''"%..SSOCIA7ES,INC. AURA BY ..,_DA7E� AT CANYON HILLS PA-2D SLAB INTERFACE PLAN A The plans cam' been building ull for adherence to the TheEappi cable codes ens romance A°Itof7pendi Is her y granted to I" a gena agencies. permit app val by all apPlI�' - PLAN 2 SEE ADDENDA FOR PLAN of a permit ba d cn cNANeE Pee tsEYAnoN. Th. issuance or �,;�e��•,c SLAB INTERFACE app oaal o'thes': _ PLAN g 2A JOB NUMBER: 023-15015 i COPYRIGHT ©2015 BASSENIAN UIGONI ARCHITECTS SLAB INTERFACE NOTES 4 I. % RE'5WARE CONCRETE STOOP. (SLOPE MIN.1/4'PER FOOT). 2. CONCRETE STOOP,5EE PLAN FOR SIZE AND LOCATION. (SLOPE MIN.1/4'PER FOOT) S. CONCRETE PORCH/PATIO. (SLOPE MIN.1/4'PER FOOT). 4. 56'WIDE CONCRETE WALK. SK/ 60 S. PROVIDE CONDUIT UNDER SLAB FOR ISLAND COLNTBt ELECTRICAL. b. PROVIDE WATER LINE SLEEVE FROM KITCHIEN SINK TO REFRIG.FOR ICE MAKER o T. PROVIDE TOE FTC.FOR MASONRY VENEER TYP. o"y i 6. RAISED ENTRY,SEE PLAN FOR HEIGHT AND EXTENT. e -K GENERAL SLAB NOTES Al* INDICATES DROP IN SLAB i// (SEE DETAIL) A. VERIFY MINIMIM FOLI RATION DEPTH, WIDTH, REINFORCING STEEL —t Cn AND ADDITIONAL EXPANSIVE 501L REWIREMENT5 WITH THE SOILS � 1� REPORT. B. Mr-M TO 5TR1ICTU1;tAL ENGINEMING DRAYBNG5 FOR INFORMATION NOT SHOWN I•NBtE. C. FOR HARDSCAPE INFORMATION REAR TO LANDSCAPE PLANS. LL D. COURTYARD5� PROVIDE POSITIVE DRAINAGE AWAY FROM a P SUILDINS(5)TO SURFACE AREA DRAINS. I--- E. COURTYARD DRAIN LOCATIONS TO BE DETERMINED BY CIVIL ENGINEER. SEE PRECISE GRADING PLANS FOR LOCATIONS. m F. HHEN REQUIRED BY 5OIL5 ENGINEER OR OTHERS,TIE COURTYARD �> DRAINS AND ROOF DOV#&-OVTS INTO SITE AREA DRAINS. J ■ ,: CM r 2M HHEN MOUNTING THE GARAGE DOOR TRICK FURR WALL TO 2M T______t T______T CONCEAL CURB WHEN NECESSARY. I I I I U DO NOT CHIP CONCRETE CURB - LAJI s Z g 2In• � ate. CA cc,, mm pp c f D•CA"CONDITION b'CURB CONDITIcc ON = S GENERAL INFORMATION AT GARAGE DOOR Q B8RE55 EGRESS S T Date: 00-00-15 3 n Nr REVISIONS v, r N � 4'-0' 2'-2' 4,-4, 1' 12'-1' V-2• L 2'-1'L 12'-t• 31-W '-4 W-2' L W-I• SL 5 I NTERFACE At;VEN1;1lUM G SLA5 INTERFACE PLAN 5 P PardeeHomes REPER TO BASIC PLAN FM RED TO CASK PLAN FOR NOTE5,DIMENSIONS,AND NOTE.DIMENSIONS,AND INFORMATION NOT SHOWN HERE. INFORMATION NOT SHOWN hBiE. 1250 CORONA POINTE COURT SUITE 600 CORONA,CA 92879 PH:(951)428-4400 a 0 APPROVED o FOR PERZI'T ISSUANCE SCOTT FAZEKAb L ASSOCIATES,INC. Y DATE AURA hese plans have been-1,ewed for adherence to the pplicable codes ans :rdlnance.Authorization is AT CANYON HILLS PA-2D ereby granted to iscu,-a building permit pending ppmval by all applicable Lily agencies. he issuance or c:;.rsr•� of a permit bated on PLAN 2 poroval of these;' - - not be constru=d to or a,r.?rc;e �o'- o:the F—Im - SLAB INTERFACE ADDENDA"B"&"C" g 2.1 -1 z JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS 1 FLOOR PLAN NOTES AM I. 36'CLEAR REFRIGERATOR SPACE.PLUME FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR B A B A 2. 30'5LIDE-IN RANGE AND METAL EXHAUST HOOD ABV.W LI6HT AND FAN(MIN.100 CF.M,MAX.5 SOW,AND VENTED TO OUTSIDE AIR). * b7 ZS 73 Z3 Z3 5. PANTRY.SEE:INTERIOR ELEVATIONS. p���gRs Nbp S-p-0• 4. 50'BUILT-IN OVBUMIGROWAVE COMBINATION. 1 1 I I 5. 5'-0'PRE-FAB FR3ER6LABS TIB/SHOVER NTH WATER RESISTANT p� �fL+ 0 I'-9' 15'-D' I = 6�1• 16'-6 I/2' N 20'3 I/2' I WAINSCOT TO 60'ABOVE DRAIN U.ND.PROVIDE SFHOPER CURTAIN coo 1 ROD UNA. 6. PRE-,AST SHOWER PAN.SEE PLAN FOR SIZE.TILE TO 60'ABOVE 6'-5 V4• b'-b 5/4' 6'-5 1/4- 6'-5 1/4' DRAIN UNA. T 5HATTERPROOF 6LA55 5HOM R ENCLOSURE.SHOWER DOOR TO BE A MN.22'CLEAR 6. 102.NI ATC TWH OLOSES TOO/SHOVER COMBO.W LL COVERINGS TO BE CEMENT PLASTER,TILE OR APPROVED EQUAL TO 60'ABV. DRNN AT SHOWER5 OR TUBS IV SHOVERS.MATERIALS OTHER THAN STRUCTURAL MEMBERS TO BE M015TLRE RESISTANT) 9. SHOVER SEAT.SEE PLAN FOR HEIGHT. 10. LINEN CABINET.SEE INTERIOR ELEVATIONS. 11. BUILT-IN SHELVES BY OTYERJ&SHELVES AT 20•,Ib•,12-,12-,12-,12-) 6050 9L. 12. 1TO0MA%A6E BATHTLBS.VERIFY 517E • ��ACCE56 FARM AT OPTIONAL BRA//HYDR -_--------- ----- ----_ -1 -J- -----------------__L--1 AND LOCATION OF ACCESS PANEL irk . ---- ----- -- -� ------ -� I 15. WATER HEATER S'VENT TO OUTSIDE AIR 14. TEMPERATURE RE AND PRE55UFM RELIEF VALVE. "'•� OPT. I5. TANYCLFS5 WATER HEATER PROVIDE FUEL GAS.INSTALL AND VENT 0 Nt�C a OFT. DECK H ~ COVERED I I 16. PPRROVIDE wATE IR AND HASTE rFOR �NGs. � . LJ pj DINING NATO I I I'I. PROVIDE SMITTY PAN WITH DRAIN BENEATH HASHER. }� GL.6 - 1 1 q 0. DRYER VENT(MAX.14 FEET LENGTH INCLUDING(2)40 OBSI E I .T co ELBOM)PER C.MG.5043. 'f 6'-II' I6'-6 1/2' 1 14. 14•x6'6ARHGE EXHAUST VEENT.SCREENED AND LOUVERED. I 1 20.PLUMBING WASTE DROP FROM ABOVE. w 57 6050 5L. 21. FAD.IN ATTIC.PROVIDE 30'X 30'CLEAR,ATTIC ACCESS PANELH- --Sp46 z y0.6L,S --gplp 9L., -41 - --- SL. M TEW. Taw.6L H (OR PER C.MZ.904.10)PROVIDE FUEL GAS,LIGHT AND 5MTCH. _ _ - 22.=00•ROUGH FRAMED ATTIC ACCESS OPENING PB2 CRC.ROOT.1. OPT.b080 SL "- f R 12050 SL. T'EMP. 25.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATIONS. 1 25 24.LINE OF EXTERIOR BALCONY GUARD.SEE ELEVATIONS FOR DETAIL. T... '4 AT OPT.DR. ECK 'T I 1 I5060(5)PANEL 5T LNG DR.TEMP. TOP OF GUARD'SHALL NOT BE LESS THAN 42'IN HEIGHT.OPEN ^ - III Ir _ 1 p C1 GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL 1'-6• I266D I 1 ' *-O'f 3'-0- ' '-il• 20'-0 V2" PATTERN SUCH THAT A SPHERE 4'IN DIAMETER CANNOT PA55 Q lal u Pz-,� MASTER THROI 6H PER cxc.Rs12.1.-r- 1 I v4• I 25.DUCT CHASE.VERIFY PITH RVA.c.DRAMN&S. I CPr I V cc BATH II R 1 S1 1 1 26.BAtLooN FRAM®YRALLS.SEE STRucTURAI FRAMING PLANS. 0 I b'-I'CL.6. ' q U. I 11 I I GREAT 77.LINE OF CRIPPLE WALL ABOVE. i...: MASTER 2 ygg 1 In I - 1 ;; Q I( 25.LOCATION OF WATER CLOSET AT FLOOR ABOVE. BEDROOM - ['1WALK-1 II p it ' = O 1 Q I I ROOM -M.DIRECT-VENT SEALED COMBUSTION TYPE ExrEmOR FIREPLACE.SEE LOU CL6. c I I T I�9 - " I I -i'-1•CL& = y1 PLAN FOR FIREPLACE BOX SIZE.PROVIDE FG.,IGNITOR SWTCH, ., I I, CE-3 II ��� 2 O ; i tr I 1 .� DIRECT-VENT TERMINATION PER MFR 5�MFR SPECS.FOR RAISED �. HEARTH REWREMENTS. 50.2X6 STUDHALL ? 4' Q �I �_ I I 51. FOMY WALL.SEE PLAN FOR HEIGHT. -II� �8-I'� (�l 52.DIRECT-VENT SEALED COMBUSTION TYPE INTERIOR FIREPLACE.SEE •,• a I n STD.. - - _ 1 KITCHEN 1"-lJ I PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.6.,IGNITOR SWITCH, ca � OPEN lV I - - 9'-I'CLS. O '-I' { �} DIRECT-VENT TERMINATION PER MFR SEE M rR.SPECS.FOR RAISED o HEARTH REGUIREMENT5. ,pp LAV.I w • Q = .? •7• n 2 i I 53.ELECTRICAL SERVICE PANEL..(SEE UTILITY PLAN).SEE GENERAL Z z cc H q NOTES FOR 6R0.1OIN6 INFORMATION. ry 54.NEWEL POST. g= O v n 2 21 I i I I II ; L I I - -- ___-_••___2 55.FLAT SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. D5 1 :'\ I I ', U DROOM 2 ~ -- _-' S " n '� - - - -- 556*1.LIARGFED SOFNE OF FLOOR FIT.SEE N FOR HEIGHT OR DETAIL. co \ 4'-S I 5 i 4' q-5 V2• 31.ENGL 05E P ACCESSIBLE SPACE UNDER STAIR SHALL BE PROTECTED _ - . --r r ID D5 6=-1•CL6.- 'Q 3b.GAs METER LOCATION,SEE UTILITY PLAN. 11� YI WITH V2.6YP5UM BOARD ON ENCLOSED SIDE PER CRL.R502.1. p n n '4 L 4,$' _ 4'-1• i'- eI II 'p I�S n p „ T II• - n p 40.42•HIGH GUARD PER C.RC.R512.1. VV�IV VV 23 .IAME1 47 s (� Z3 - 26 n n -- 23 41. 54'-33 HIGH HANDRAIL ABOVE NOSING PER CAC.R511.13.1. xxm XXMX - - 42.LINE OF ADHERED SYNTHETIC STONE VENEER.SEE ELEVATION. "rfl„ - ------ LID' 2'-I' 4'-b 1/2- 6", Q 9. _ _AT_OPT.� _LZ 45.LINE OF ADHERED MASONRY VENEER SEE ELEVATION. ,I ,p Date: 00-00-15 IL W` Fi 44.LINE OF+2'WAINSCOT.SEE ELEVATION FOR HEIGHT. BELLOW I I n 266E m --- D5� �-� .31 4 45.LINE OF WAINSCOT FURRING.SEE ELEVATION FOR HEIGHT.SEE SLAB - INTEtFACZ PLAN FOR MORE INFORMATION. REVISIONS OPT. N 46.DOOR OPENINGS BETN•EEN GARAGE AND RESIDENCE SHALL BE r-� ' ' SOLID WOOD DOORS NOT LESS THAN 15/b INCHES IN THK.KNE55, I a06.DRE. 06/250M 41 4 51 I �H341 \ `�'1 -- i - Y `I' I G SOLID ORCK OR OME-GORE STEEL TEDDOORS NOT,E55 THAN 13/6 �pRr o6/:JO/]Oli 23 = E® +42 +42 1 G STIR INEM __ INCHES THICY.,OR 20-MIN7TE FIRE-RAT DOORS,EZUIPPED WITH e'-r O 73 5ELF-0LONN6 AND 5ELF-LATGHM6 DEVICES.cAc.R3025.1. r ATB J n N 7l: i iKf,00, CL6. R 41.PROVIDE MIN.100 50.IN OPENING FOR MACE UP AIR AT LAUNDRY L4 \ �t, tlI sP E _ ROOM PER C.M.C.5043.1. - - - / ,tLL-T 2466 J 4b.24YIb•TOVEL EAR-NOT.54•ABOVE FINISH FLOOR. 1 b' I/2' 4'-b I • 5-2 1/2• '6'- BA Z 2 1' 12'-II 1/2' - 44.TOILET PAPER HOLDER-NOT.24'ABOVE FINISH FLOOR 50.TOYS-RING-HST.54'ABOVE FINISH FLOOR - T ALL Hi J I 51. UNDER COUNTER RE9RIGERAT0RA3EVERA6E COOLER 1 LOFT -�, 4 BEDROOM 3 'fir Qt _- 1 I 5s 52.FLOOR DRAIN. b'-I•C4-6 I m'1 p b'-I'GL6. •� I� 35 I 54.SHELF,SEE PLAN FOR HEIGHT 'Q n 'h I Q Q =--- 55.LAUNDRY SINK q q 55.RAN SFDYER HEAD. 26 I ' - 56.II'x11'50AP/5+bkl P00 NICHE. 5'-0' I'-7 T ST.LALMDRY SHELF-HT.60'ABOVE FINISH FLOOR. - LEGEND �. 2040 EA. 2040 H. 2040 5N. '4 1 = BOAR O WALLS RE SIDE N6 I/2'MINIMUM C4CUF M WN.L - BOARD ON GARAGE SIDE OF WALL FOR OCI.UPANGY S.H. 4y-2" '-5- --------�1-7*1L-�-r SEPARATION PER CRC.TABLE R502b. DEWOPT. _ 9tg ! INDICATES(1)LAYER MIN.1/2'GYPSUM BOARD AT CEILING Lk 4 m VFEN ATTIC OCCURS ABOVE GARAGE.INDICATES(1)LAYER Q Q BEDROOM I I 7 1/6•TYPE•1.GYPSUM BOARD AT CEILING w6N HABITABLE r aii 4 d BATH 3 PO H I I r ROOMS OCCUR ABOVE GARAGE.C.P.C.TABLE R5026. •�•R �pppn+ 9'-I'61-6. 9'-I'S 9ffC CEILING. PLAN FOR 16HT(5 ' -GL6 ry INDICATES,I-HWR FIRE RESISTIVE WALL ASSEMBLY p�• 4050 SL. AT WALL5 I E55 THAN 5'-0'FROM PROPERTY LINE PER �•�HoH 1ryS es VUNDONS SHALL BE 1=b +16•SHOVER HEAD IN CRL.TABLE R502.1(2).SEE DETAIL(5): P. MULTI-PANE WITH A MINIMUM SEE 5ECONIDARY E5AT14 GENE NOTES AA4 OF ONE T NVIOMD PANE, +64'SHOAM HEAD IN WASHER IS ALWAYS �'��a'�OR �V. MASTER BATH A. wgn 3/b'THICK UNA,(SEE ON THE LEFT SIDE 20-MINlTE RATED. F CONDITIONS PROVIDE 1250 CORONA POINTE COURT INCLLDIN6 REVERE S'-1 I/2' S'-6' S'�i' 5'-b' b'-0 I/2• b'-0 I/2' 4'-0" 2'-2- SC F T Jf�ed SUITE 600 PLANS. B. IGH CORE 1 5/4'T-0GK CORONA,CA 92879 PLAN 2 SQUARE FOOTAGE Y M. 5-1 1/2' 4'-0' I4'-S 124• I b'-2' lb'-2*) 2'-I• PH:951 4284400 +16•SHOVER HEAD IN I I FIRST FLOOR 1,107 -these �o , . & �i09 BE 50LIDFGtO,LR�" 3/4'THICC.(SIG PLAIN FOR ( ) 'c�.�.�t�cfi, r 5>gDE DFADBOLT AT TOP AND SECONDARY BATH 1 1 1 I hyre1b 9ya a'BPYrT�OMH OF I l T �:. o +64.SHINER HEAD IN 22'-r 6'�• 5'-n SECOND FLOOR 1,232 16'-5' Ib' I y TI MASTER BATH TOTAL 2,339 appf0 D. ALL EtYPC 'T`O EEE SOLID CORE 13/4•THICK.(SEE B 3T'•O' A ssua €QR tm RY DaLE{.E PREICH DOORS PROVIDE GARAGE 425 The Rat o FATTOP AHd BOTTOM OF INACTIVE DOOR. AURA 23 Z:S PORCH AT ELEV.'A'&'C' 59 23 ZS pf,tEof �FY WITH WINDOW MANUFAr,=THAT ALL }� I pI /� p pI /� PROVIDE 14'x _ dl, WNDOWS HAVE A MINIMUM NET CLEAR OPENING AT CANYON HILLS PA-21) SEVOy�IL/ FLOO f-y�A I /� PORCH V EED PA' 51 f LOON` f-i MAIN.�I A' DooR FOR I�l 1�i 11 1�I -L.. 5,'T 461A RE HST,GRADE FLOOR OPENINGS SHALL HAVE A OPT.COVERED PATIO 174 MAKE UP AIR z -M NIMN NET CLEAR OPENING". 5 50.IM THE MIN.NET CLEAR ------- xxa Wtile, MOTH ALLHEIGHTBE SHALL BE 24'.THE MINIMUM NET CLEAR OPENING PLAN 2 l6MIS W1'o' NOTE,RNf51M SGUARE F[?OTA6E CAD MAY VA M THIS HOSE MORE MADE WIDTH SHALL 20'AND THE BOTTOM OF THE CLEAR OPENING NO nM ADDENDA FOR PLAN FBMWOOTA ON PLAN 171MEN51 AS ONLY AND MAY VARY PR.OM7 THE FINISHED Sd1ARE SEE ADDENDA FOR PLAN 6REATER THAN 44'ABOVE THE FLOOR(CRC.R510.U.NNDOVG NOT GRANGE PER:ELEVATION. r-oarASE of 7te NOSE As eulLr. CHANGE PER E E`.VAnoN. MEETING THESE REMIRB•ENT5 SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. FIRST&SECOND F. THE L.OM!5T PART OF THE CLEAR OPENING OF OPERABLE MNDOWS FLOOR PLANS LOCATED MORE THAN 12'ABOVE FINISH GRADE OR SURFACE BELLOW SHALL BE A MINIMUM OF 24'ABOVE THE FINISH FLOOR.NNE PROVIDE I' OPERABLE4'ABOV SECTIONS of THESEFLOOR TH OVI'i ARE LOCATED 1.E55 THAN 2,2 UNDERCUT AT 24'ABOVE THE FINISHED FLOOR THE OPENIIRGS SHALL NOT ALLOW DOOR FOR THE PASSAGE OF A 4•DIAMETER 5PHEERE.(CRL.R5123.1J MAKE UP AIR THIS PROJECT SHALL COMPLY MATH MATERIALS AND z CONSTRUCTION METHODS FOR EXTERIOR YALDFIRE JOB NUMBER: 023-15015 r 1 "MAKE UP AIR" EPOSURE PER C.R.C.SECT10N R327. SEE SHEET 6.3 AT LAUNDRY ROOM FOR ADDITIONAL REQUIREMENTS. COPYRIGHT ©2015 BASSENIAN LA60NI ARCHITECTS 20'-II• Y yeti 0/7 N y2 C f i iv DECK 24 ;�Io'-2• Io'-4• �. 4 0 24 t 0 0 CItV. o 9L. .DR T@P. Q U. -__ MASTER ii E— I / BATH oLo9I i1 Cu C.0 OPT. DECK 2M AT MASTER BATH " '""1O = 8 2cc h Oi li " 20'-9 V2• 20'-5 In• W 2'-0' Iy'-11 In' L 2'-6• 2'-0' 15'11 In• CIO Cap 7 2'-0• t— Z W } ------------------- ------------------- CA GOVERED „ GOVI=RED n cc _ PATIO 9@ yy PATIO 9� c� o 9'-I'STUCCO GL6. ELEV 9'-I.9T0000 GLS. •- 'Q Q N 10'-2• 10'-y In' I 4 4 10'-2• 10'-5 V2• I 4 Or oPr. I I or OFT. I I MILL HOT. MJLL r. M® MEDIA IA WALL MW4 A 12000 9L.6L.M TOFF. WALL = xmx xxm 15060(•S)PANEL STAGKIND M TEMP. Dale:00-00-15 y II II I I GREAT I GREAT REVISIONS ROOM ROOM I yL a Da.ear. 0en9now _ I I ,'-P GLe. I I ,'-I' cunlr ono 2 OPT. STACK I N6 DOOR OPT. COVERED PATIO AT GREAT ROOM AT GREAT ROOM i 4 µ� n,.,,.�,�e Homes S a Sol- I GPr. wL CA.8• 1250 CORONA POINTE COURT SUITE CORONA,CAA 92879 o —_— __ _— — __ ,q?7 ROVED PH:(951)428-4400 FOR:'-P:'r.iT ISSUANCE 9-0• 2'-0' S�II• I'2 SCOTT FAZ_L -:'.SSOCIATES,iNC. p BYE----- .--DATE AURA These plans hsve beer'�,;ewed for adherence to the BEDROOM ,¢ applicable codes er"' ::id,rance.Authorizatlon is AT CANYON HILLS PA-2D WW C4.6 hereby braall app6O='�•=w•'/agencies.permit pending approval y The issuance or r'•. :, Of a permit bated oa PLAN 2 •coal of these 11 nct be construed o ter=" er• FLOOR PLAN OPTIONS OPT. 15ED 4 4 BATH 3 2,2-1 --.--_. _.._ IN LIEU OF DEN 3 POWDER °C i "1O JOB NUMBER: 028-15015 COMM ©2015 BASSENIAN UIGONI ARCHITECTS UnUff LEGEND wn, 0 SUWAC:MOUNTED CZILINS LIGHT FIXTURE OF %IRFACE MOUNTED FLUORESCENT'CEILING LIGHT FIXTURE by 0 RECESSED LIGHT FIXTURE RECESSED LED.LIGHT FIXTURE VP. RECESSED LED.LIGHT FIXTURE WITH VAPOR PROOF o LENS COVER(GFCI AT HYDROMASSASE TUBS) ,Ozc :! MG PAD ; REUSED'MINI' LIGHT FIXTUREVIERIPY LOCATION gOBp�TI lYI• RPlE58E7 4'LED MW EYEBALL'LIGHT FIXTURE { HANSINS LIGHT FIXTURE -5---------------------5_=� -- --------------------L-- HANSMSrUJORESCJNM LIGHT FIXTURE I s'-�• 5-�In• B'-2' � I tt MIW w HANGING'MIW-P@DIJR'LIGHT FIXTURE H DINING . OPT. U +4 WALL MUNTED LIGHT F1xnAm y - ^ COVERED II WALL MIOINTED P`Li1011!&GENT'LIGHT FIXTURE � �+ --- PATIO I +t EJclrieloR MIAU.MOUNTED LUCENT FIXTURE WITI+MOTION SENSOIR AND PHOTOCELL � R` WALL MOUNTED SCONCE LIGHT N liY1LL MROINIBD'FL.4�6CR1T'SCONCE LWHT ---- ;�• .-Q LV2'2'-•R 1/2 ------- -_t _-- LOW !]�FIXTURE NiRFAGE MOUNTID FLYOI�G01T' 1. 0t��-- LIGHT FIM7lIE ,n � cc IQ UNDER.CABINET SURFACE MOUNTED T9JJOI�BCENT' HNDT �� I LIGHT PIXTURE � = i� UNDER CABINET""'STYLE LIGHTMAS i BATH-� P M0G'O � IsT 1I� NI' 61RLAT +ralNr®STAR TREAD ueHr f 2 \ I � ►� / �"I'�( � I I (ROOM � EeerxSeED EXHWl9T FAN,SWITCH CONTROLLED � � - �\ CLOSET 1100DR,AN ' I Q EXHAUST PAN LISTED FOR CONTINUOUS OPERATION FOR I I IrP. N. WHOLE HOUSE VENTILATION FAN TO BE RAT®FOR cc a 'I SDuo AT A MAK I SONE,VENTED TO OS.AIR VP.°° . I I� Sar�Alase O f d - RECESSED COMBINATION FUJO ESC04T LIGHT/ ■ Imo. U . , j , �, EbiN15T FAK SWTCH CONTROLLED ■ `\ I ` I I LIGHT'®ADDRESS 516N ILON VOLTAGE),VISIBLE MASTER 'i % v FROM STREET,TIED TO PHOTOCELL FOR ALITOMAnc BEDROOM ` 1 j �I n ILLUMATION AT WGHT. �C a ' = KITGIHEN _ /--------_� =0 125V DUPLEX Ca+vaUENCE RECEPTACLE LAU. Hor �NAB HALF 125V DI.Nn"CONVENIENCE RECEPTACLE I ,I I� t------t by(2)USB CHARGING PORTS $2"V 220V SINGLE CONVENIENCE RECEPTACLE W In 125V DUPLEX CONVENIENCE RECEPTACLE,SWITCH HOT CONTROLLED, In HOT r BEDRO�O•/�2 125V OVADPLEX CONVENIENCE RECEPTACLE C.A 2V, X REEPTACLE BEAN cc (NLDINS INSIDE CABINET °d OR ABOVE AT CEILING) INC -A,,B ` _—_ �\6ARAFE 126V, GRaJND PALIT CIRUl1T-INIiSRRUPTeR(BPGU g f' `� , DUPL.EX coNVEDUBUCE RTAEPTAGLE ,\ �T2• HALF 125V, GRONO FAULT CIRCUIT-INT�TER f / / 4 TV• ' `� US6 (GFCI)DUPLEX cONVBUENC T E RECEPTACLE W W ' '\ ,\ USE CHARGING PORTS xxm 10000( _ 01 WEATHERPROOF 6. DUPLEXSTOR CONVENIENCE Dow 0"111-15 W. 125V FLOOR TYPE DUPLEX RECEPTACLE,NTH LOVER - rii f OPT.T \ ---- --- - ` ENTRY '� C.V. o SINGLE POLE LIGHT SWITCH BEMSIONS ,\ AT GLG. j�B. �AMP B JZT�µ �+ftie- nll -NAY LIGHT SYNCHDerr.PLDG.Derr. Obne"5 PANS NTH -p•+- FO 41 AY LIGHT SWITCH BLOB.OEPT. OV16/]016 ,2 -- �aEG7RIC• -0- SINGLE POLE LIGHT SWITCH WITH DIMMER CONTROL LOFT 17�• i� 'BEDROOM 3 � I I � SINGLE POUF LIGHT SWITCH WITH OPT. MNUAL-ON VACANCY SENSOR TV. `� HIC LIDAY a.. PR06RAMMAEILE CEILING EXHNYT FAN CONTROL y V2 -- -- FOR I ; FOR INDOOR AIR a)ALITY PER ASHRRAE STD.62.2. 1 HOT Ii1RIi6A17g1 ' ,1 TIME DISPOSAL SWITCH FOR GARBAGE DI9P05 HS w i-4w. TEt1/ISION ANn!NA/CABLE JACK -----------t-_ _-r- ----r ------�- +4FK TELEPHONE JACK DEN/OPT. TV. 1 I �oPr. ----------J ; T]• . PUSH BUTTON FOR DOOR CHIMES OR GARAGE DOOR OPENER BEDROOM 4 i "4• tEm DOOR COMES WHOLE HOUSE PAN SNITCH Misr DE i +� THERMOSTAT,VERIFY LOCATION NTH HEATING LA ELW WITH THE FOLr,.H% NO A/C LAYOUT 'OPERATE Y6EN HOUSE 15 IN USE' ' �'w I JQ UNCTION BOX,WITH COVER OR ADAPTOR A5 REgJIRED r\ O 940M&ARRM,CEILING MOUNTED,HARD WIRED AND -- _ W/BATTERY BAGOJP. 166 AND SFM APPROVED CARBON MONOXIDE ALARM,CEILINS MINTED,HARD � �;T2___--__--- WIRED AND W/BATTERY BACKUP. IOC APPROVED ® COMBINATION SMOKE/CARBON MONOXIDE ALARM, CEILING MOUNTED,HARD WIRED AND W/BATTERY BACK UP. If.C.APPROVED VS Dupe%E�s,VNGCEILINS FAN JNCnON BOX BB(HO) P. ALL BRANCH CNRCINTS THAT SURLY 12S NOTE, S .\,a�di re It at NTH SHh'OFF VALVE INS W/SOV) VOLT,CUTICLE FKVE,■AND>D AMPERE ALL NOW BIBS MUST HMV!AN/iM'ROVm GOB Nyffx OITLrm INSTALLED IN THE OW6.LIND UNITS AN-DIPHON OIVICE.PROTECTED BY AN A111110-FAILTbe-^'. ;,o�babod�e��y9� GIRCUIISHALL�INTflRRPTEt TINS ARLES TO 1HC 6V laps ha`es c, a bae7Co�'' MAL 6/yg,OUTLET IFS) C/TIRE CIRCUIT,NOT JleT THE OVRET. The;�yb1e�ted to ls- ,I a0 t ed app b gfa o.-'- efR" s ` Y�y�F•���ICE MNMt 1250 CORONA POINTE COURT hefe va1bY yd app" e 1"i �1 W SUITE A 9 aP htD o�ala°otre`s� .A: ."uinwOAL VENTILATION FOR TOILET COMPARTMENTS AND 'nn, 2879 PORONA,42 98�400 SEGONI7 FLOOR UTILITY PLAN FIRST FLOOR UTILITY PLAN �IQHRDOM+SSFH/LLEEPROMO®BYAN4091).rAND PAN W,AMIN FOR SOUND AT A MAK 5 SOW, VENTED TO OUTSIDE AIR. D RATED r cNc.WM1o' r.Va yNP.0 B. PROVIDE L157M NON-RB+IOVABLE TYPE BACK FLOW PREVENTION AURAor 1E"^-nOHtl TOR ENACT DEVICE AT ALL HOSE MM.CPL.6055.71. /r�RRLU�� LBGATTON OF LMN+r®N7BIId6 ■ M■N. C. M51�ND gr1•MIOIaR COMBINATIONS MMLL W PROVIDED AT 71/w �'� W MMVWVAL cONHMROL VALVES OF THE PiRee■>AE NNALANCE, GLISRIOR AM P'ORC44 LW*MNB MAY THERMOSTATIC,OR PRESSURE$ALNNCEVA0RMN05TATIC MIXING, VARY,6Q ELEVATION FLOOR ADMV k VALVE TYPE.CPL.4005. VALVES SHALL.BE ADJJSTED TO O0.NE11.A MAXIHIM MIXED WATER WMNS OF 120 DEBIREMS F, ���� Lw WATER NEATER THORMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MATING THIS RECIIIRE•®NT.CPL.403. D. ALL 120-VOLT,9NMZ PHASE,15-AND 20-N41°ERE BRANCH RW A IBM FLOOR CIRCUITS SPTLYING OUTLETS INSTALLED IN DWELLING UNIT IN PAMILY ROOMS,ONUNB ROOMS,LIVING ROOM,PARLORS, t I uff pms LIBRAPAS DENS,BEDROOMS,SUN ROOMS,RECREATION ROOMS, CLOSETS,HALLWAYS,OR SIMILAR ROOMS OR AREA4 SHALL BE l� PROTECTED BY A LISTED ARC-FAULT CIRCUIT IN MMPTER, Ii COMBINATION-TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCHH CRRCUIT.CEL.210.12 A E. ALL NON-LOCKJNG TYPE 125-VOLT,15-AND 20-AMPERE OUTLETS SHALL BE LISTED TAMPER-RESISTANT PER GEL.40612. 2.3 ' F. WATER 104-Ve NCY AND CONSERVATION REOUIREMCNTS, I. SOM EREADS MAXWW FLOW RATE TO BE 2 B.P.M. JDB NUMBED;UlLI6016 2.LAVATORY FAUCETS MAXIMUM FLOW RATE TO BE 13 GP.M. ppprfum ©nu S.KITCHEN FAUCETS MAXIMUM FLOW RATE TO BE ID O.P.M. NIUSBMN LAOONI IVONTBB 4.WATER CLOSETS TO BE MAX.126 BAL.yFU SH, I UTILITY LEGEND IAA4 0 SURFACE MOUNTED CEILING LIGHT FIXTURE �}F SURFACE MOUNTED Fl_UORe5CEM'GEILIN6 LIGHT FIXTURE REGE55ED L16K FIXTURE a ` LL RECESSED LED.LIGHT FIXTURE VP. RECE55ED LED.LIGHT FIXTURE WITH VAPOR PROOF 9� LENS COVER(6FCI AT HYDROMA55A6E TUBS) REGB5M MINI' L16W FIXTURE O%LYE RECESSED 4'LED MINI EYEBALL'L16W FIXTURE HANSINS,L16KT FIXTURE —— ———— -__————————— HANGING FLUORESCENT'L16K FIXTURE 0 ® ,,,.___ - --_��� OPT.N �. LOCATE ON WALL AT O MINI W HAN6INS MINI-PENDANT'LIGHT FIXTURE ♦;ilOPT. NP LE ABV.F.F.AND RI,C \\OPT \___PROVIDE BACKING +0 WALL MOUNTED L16HT FIXTURE �■■■I■ �1 yp ___Opr.FULL 1�16Hi +0 WALL MOUNTED FLUORESCENT'L16W FIXTURE ■ C c MEDIA WALL I PATIO J i 0 EXTERIOR WALL MOUNTED L16W FIXTURE WITH OPT OPT.p OPT.N, L--OPT. ,M1 MOTION SENSOR AND PHOTOCELL O LOCATE ON WALL AT WALL MOUNTED 5CON'.E LIGHT W �\ ♦54'ABV.F.F.AND 1 ■. PROVIDE-LLL HE 6 WALL MOUNTED flLORESGEN"r 5GGNCE LIGHT C/ I-- c ME OPT.FULL HEIGHT Co MEDIA WALL L16 (2-BULB)SURFACE MOUNTED FLUORESGQNT' ' M LIGHT FIXTURE UNDER CABINET SURFACE MOUNTED FLUORE50Exr' —' ■ L16W FIXTURE I„ UNDER CABINET FIUCK'STYLE LIGHT II I( FLUSH MOUNTED STAIR TREAD LIGHT I RECESSED EXHAUST FAN,SWITCH CONTROLLED �$ }� OPT. COVER MP PATIO o S FOR WHOLE HOUSEAT E MAX.ILA�N`�'T OPERATION OPT. ✓ECK .rOI1HD AT A AX.I.FOIE,VENTED TO 0.5.AIR a_ _ AT MASTER BATH ICK&V4%r-O' AT GREAT ROOM -. -. +uaa w•-rvo• RECE655M COMBINATION FLUORESCENT LIGHT/ ■ L EXHAUST FAN,SWITCH CONTROLLED ■ W LIGHTED ADDRESS SIGN O.OW VOLTAGFJ,VISIBLE cc STREET,TIED TO PHOTOCA I FOR AUTOMATIC ..• iY UP ILLUMATION AT MC*rr. >� a ' �- 125V DUPLEX CONVENIENCE RECEPTACLE c USE HALF 125V DUPLEX CONVENIENCE RECEPTACLE z . YV(2)USB CHARGING PORT5 K',, W 7'.a 220V 220V SINGLE CONM/BUBNCE RE W CEPTACLE � 1/2 125V DUPLEX CONVENIENCE RECEPTACLE,SWITCH O HOT CONTROLLED, 1/2 HOT cc = -0 125V OUADPLEX CONVENIENCE RECEPTACLE 125V, DUPLEX CONVENIENCE RECEPTACLE BELOW ONGLUDIN6 INSIDE CABINET OR ABOVE AT CEILING) �' N 125V, GROUND FAULT CIRCUIT-INTERRUPTER(6FCI) DUPLEX CONVENIENCE RECEPTACLE HALF 125V, GROUND FAULT GIRD IT-INTERRUPTER U515 W-01)DUPLEX CONVENIENCE RECEPTACLE WV(2) USB GHARVHS,FORTS vvvVv Vvvvv MV,WEATHERPROOF 6FC.1.DUPLEX AMAA AAMA GONVENIENGE REGEBiAOLE Date:00-00-15 ----- Q 125V FLOOR TYPE DUPLEX RFLEBTACLE,WITH COVER _ Al, 51N6LE POLE LIGHT SWITCH REVISIONS �M THREE-KAY L16W SWITCH 1 5106.DEPT. 06/Z7/2016 V j jam- FOUR-HAY LIGHT 5WITC44 ��r C3 r 51NSLE POLE L16W SWITCH WITH DIMMER CONTROL .... SINGLE POLE L16W 5NTC l WITH �- MANUAL-ON VACANCY SENSOR 1 —— PRO6RANMIELE CEILING EXHAUST FAN GONTROL NNLK- I FOR INDOOR AIR CUALITY PER A5HRAE 5TD.62.2. II I I ®I I AIR SWITCH FOR 6AR5A6E DISPOSAL +-4TV. TELEVISION ANTENNA/CABLE JACK +.4PH. TELEPHONE JACK RUSH BUTTON FOR DOOR C IME5 OR GARAGE ® DOOR OPENER I DOOR CHM£5S THERMOSTAT,VERIFY LOCATION WITH HEATING r—— AND MC LAYOUT Q JUNCTION BOX,WITH COVER OR ADAPTOR AS REOURED N. SMOKE ALARM,CEILING MCMTED,HARD WIRED AND BEDROOM 4 O My BATTERY BACKUP. ICC AND 5NFNGM APPROVED CAREON MOUNTED Hn / © WIRED AND X' �8111f1��,,�, "OVED GEM HARD 7•DNNOx1 ALAR1yy GEIL ,HARD WN6p►7 c'Pr77O�,1'^weBAGK �-,Hewed for adfarenc. nance Author¢pend le cedes 8"lt pending +\-No able N to 6utldTn9 P H^ "zy"pppp-r-���aj byall aPP',I'`�":,•v agencies. cm��� N Vmes +N-5O� N05EcBIBB nLN11H .q�.YA6k° .RVo4QyUuo,n OPT. BAD 4 4 BATH 3 IN LIEU OF DEN $ POYCeR 'w''' +--® WA*,,oil amFftr-E01510E RMKSZ 1250 CORONA POINTE COURT SUIT 600 GENERAL tl ` OTES CORONA ONA CA A9 inn+ , 92879 A. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND PH:(951)428-4400 o BATHROOMS SHALL BE PROVIDED BY AN EXHAUST FAN W/A MIN. EXHAUST RATE OF 50 CFM.(CMG.TABLE 405.1),AND BE RATED FOR SOUND AT A MAX 3 5ONE,VENTED TO 0VT5IDE AIR B. PROVIDE L15TED NON-REMOVABLE TYPE BACK FLOW PREVENTION AURA DEVICE AT ALL HOSE RIMS.CPC.6M-51. C. ATB1 IN INDIVIDUAL VALVES E ALAW-E, AT CANYON HILLS PA-21) THEIRM06TATIG,OR PRF55URE BALANCE/HERM05TATiC MXIN6 VALVE TYPE.CPC.406.5. VALVES SHALL BE AD-LISTED TO DELIVER A MAXIMUM MIXED WATER 5ETTIN6 OF 120 DESREE5 F, PLAN 2 WATER HEATER TFERM05TAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS RE41UIRBMENT.C.P.C.444.5. D. ALL 120-VOLT,SIN61E PHASE,15-AND 20-AMPERE BRANCH UTILITY PLAN CIRCUITS SUPPLYING,CUTLETS INSTALLED IN DWELLINS UNIT IN FAMILY ROOMS,DINING ROOMS,LIVING ROOMS,PARLORS, OPTIONS LIBRARIES,DENS,BEDROOMS,SUN ROOMS,RECREATION ROO45, GLA5EM,HALLWAYS,OR 51MILAR ROOMS OR AREAS SHALL BE PROTECT®BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION-TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.C.E.C.210.12 A N E. ALL NON-LOCKING TYPE 125-VOLT,IS-AND 2O-AMPERE OUTLETS SHAH BE LISTED TAPE1R-RESSISTANT PG,¢GEC.406J2. 2.3-1 a F. WATER EFFICIENCY AND CONSERVATION REWIRIa-93- 5, 1. SHOYERFEAM MAXIMUM FLOW RAT?TO BE 2 GPM. JOB NUMBER: 023-15015 2.LAVATORY FAUCETS MAXIMUM FLOW RATE TO BE IS 6.P.M. COPYRIGHT C 2015 5.KITCHEN FAUCETS MAXIMUM FLOW RATE TO BE IG&P.M. RaS COPYRIGHT SENIM GHT (N)ARCHITECTS 4.WATER CLOSETS TO BE MAX I.6 6ALJFLU.rH. III INTERIOR ELEVATION NOTES 1AA4 I. KITC EN SINK WITH SARBASE DISPOSAL. 2. V56ETABLE SINK. 3. RMM6ERATOR SPACE. r�N 4. 50'SLIDE-IN RANGE WITH 50'METAL HOOD(VENT TO OVr''IDE fi g AIR). S. 50'KCROA400D COMBO.(VENT TO OUTSIDE AIR). F,g\ I,- u 6. 50•BUILT-IN OVBUMICAOWAVE GOMIENNATION. OLL T. D15HYIA5IER SPACE Is, 24' 12' 12' 56 24 29 Zq b. TP.AiSH COMPACTORPASPAGE. 9. RELY BIN / 10. WARMNB DRAWER SPACE. II. GABIET DOORS WITH 6LA56. _ . 2 12. TOP AND 5PLA5H. 15. 4'TOE SPACE FINLESS NOTED OTH♦EIRAGE). 14. SOFFIT(SEE ELEVATION FOR DEPTH). 4 . NDOY4 SEE PLAN FOR SIZE AND TYPE. 16 M ry I6. WINE COOLER SPADE. Ji IT. FI>4:D PANEL. --- --- --- --- n n 18. PRE-FAB WAINSCOT. BIALT-IN I9. TILE MEDICINE C O -'- -------- --- MICRO. 20.MEDICINE GABINT.UN ■ �� {',/� � NO SPLASH 21. MIRROR(SEE ELEVATION FOR HEIGHT) ci PANTRY 4 n .VANITY KN�SP'_ __ _____ -__ 0ACE.12 12 I 23.SHATTERPROOF ENCLOSURE. � 24.GIRTAN ROD. O �•••• 25.BANJO TOP AM5PLASH. LL Oil 26.WOOD TOP. uJ O ZT.UNDER GOUPIT@t REFRIGERATOR SPACE. ♦�� ,! 26.BASE CABINET(SEE ELEVATION FOR DEPTH). --- -------- --- n „ ❑❑ n 0 OPEN 29.UPPER CABINET(SEE ELEVATION FOR DEPTH). Z 50.FACE FRAME CABINET(SEE ELEVATION FOR DO". 2Z 51. DESK RY S SPACE. J 32.LAIRbRY SIWC SHELF AND POLE. B'�3'G.R 2a 2'-b'GLR 2a IB GR. IS -O'CIJt A 54.MET-B NNE�IWK F VfliIPY 24' 24' VERIFY' 24' VERIF'1• � AIEID V9EIR' 24' 56.BUILT-IN SHELVES. 51.SMITTY PAN. o KITCHEN W.BUILT-IN MWROWAVE OMEN. ^ - YI1E GENERAL INTERIOR NOTES OA4 4 A GARNET DRAWINGS ARE FOR SC+EMATIC USE ONLY.REF92 TO W L BUILDS¢SPECIFICATIONS AM SHOP DRAYUN6S BY CABINET MANIFACTLWMR FOR FURTHER INFORMATION. LIL111 C B. VMFY ALL FIREPLACE G.EARANCES TO GOMEI/51IBLE MATERIALS • ' WITH THE PHREPLAGE G4051511 BY THE BUILDER AT THE TIME OF CONTTI"TION/INSTALLATION CA C Z a +cam CLLS ccs r C 4 21 r I�i• I,�. 24 21 21 25 21 Xxm XX)00( O r Q ---- DalE:00-00-15 ! 4 ❑ ° r----� r----- r-----1 `a� o -6.M o `6� 4 REVISIONS Ej rt 15 R rt I5 2a rt 15 TT 2a 15 rt 2a 21' 21' 21• 21• MASTER BATH BATH 2 POWDER OPT. BATH 3 3 OGNB ONV.RO' AT GEDROOM 4 OPTION SWAA aura Is" OPT.15• 15, 15' r-Y 96 39l 56 9G - I 4 i ii a ii i l n n I oft l l ____- 4 4 PardeeHomes __-_ 4 4 W. r I r-------I rT I l d=D FC �ISSUANC- 1250 CORONA POINTE COURT + SCOTT Ffi_-i:;=.'.:P.SSOCIATES,INC. SUITE 600 BY _.v DATE CORONA,CA 92879 - F PH:951 4284400 I v I I v 1 I v These plans ha, bear:. a/ed for�c erence to the applicable codes am. c-�mance. Authorization is r I i I I i I I I hereby granted tc it: a builc mg permit pending approval by all ap z.,agencies. The issuance or c-- of a permit t on AURA approval of then, J hn .'nst-:: _r:lrt or a7prc - T"- AT CANYON HILLS PA-20 LAUNDRY OPT. MEDIA WALL -- _---- sc,"a/18,11• AT GOVOtm PATIO OPTION . �•-I..�. PLAN 2 INTERIOR ELEVATIONS 2.4 i JOB NUMBER: 023-15015 COPYRIGHT ©2015 0ASSENIAN LAGONI ARCHITECTS SECTION NOTES 4 I. FA561A BOARD.(SEE ELEVATION) 2. BARGE BOARD.(SEE ELEVATION) 5. E7P0.D RAFTER TAILS.(SEE ELEVATION) 4. ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. Yrh 5. ROOF SFEATHIN6. G� EPSK/ 6'O b. DMIISIE12 WOOD ROOF TRUSSES. I. HEEL STAND TRU55M 3 w _ b. GIRDER TRUSS. I. N �b DLL 9. 2X ROOF RAFTERS 10. 2X ROOF JOISTS. 11. 2X CEILING JOISTS. 12. R106E BEAM. h 15. FLUSH BEAM. 12 12 12 12 14. DROPP BEAM. 4r - -�4 4� DROPPED BEAM. 14 15. HEADER. 16. IX OVER 2X TOP PLATE AT NON-BEARING WALL. ri. DOABLE 2X TOP PLATE AT EXTERIOR AND BEARING WALLS. Ib. 2X FLOOR JOISTS. �--{2 1 19. DMIO ED FLOOR JOISTS. �--4 20.FLOOR 5HEATHING. 6 21. 6.1.FLASHING AT ROOF TO WALL. coo v 22.6.1.FLASHHN6 AND SADDLE/CRICKET. c P'PLT. I TOP PLT. TOP PLT. TOP PLT, 25 EXPOSED BEAM TO _ 24.2X SOLE PLATE. u1p^ 25.2X P.TDF.SILL PLATE. 26.294 STUDS. CD ;c 2T.2X4 CRIPPLES. x t LL 26.2X CEILING FURRING. MASTER MASTER 29.2X B7-oCKIN6. 50'2x6 5TUJ5. rIR1� BEDROOM LOFT = BATH BEDROOM 2 BEDROOM 3 51. Pan HALL SEE PLAN FOR NE161iT. i�•\/) O O Q O 52.BALLOON FRAMED WALL5.515E 5TRUCTURAL FRAMING PLANS, ■21 STRUCTURAL CALL I-ATIONS AND GENERAL NOTES. J 74 12 12 12__ 55.2X STAIR STRINGERS AT 16'ON C@tTB2. F '- 54.PLYY4000 TREADS AFD RISERS.55. TREADS.LYHOOD FIR FLR FIN.FILM FIN.FLF- ' FIN.FLR 56.RIP 2X 5DECKJOISTS FRAMING,FOR 1/4'PER FOOT SLOPE. i TOP PLT. TOP FLT. TOP ELT. sI' TOP MT. � '- -1 5'1.ELASTaER1G DECKING OVER NLYWOOD SUBFLOOR.INSTALLED TO 111ppp��_ _-- MANUFACTURER'S SPECIFICATIaS. '�s -- -------- -J 5D.2X NAIL SPACED'DECKING. ' - 59.ENIGLOSED ACCESSIBLE SPACE UIDER STAIR SHALL BE PROTECTED � WITH 1/2'6YP5UM BOARD ON EWL05ED 54DE PER CRL.R502.I. I 40.42'HIGH GUARD PER CRC.R512.1. 44 OPT. 41. 54'-5b'HIGH HANDRAIL ABOVE NOSING PER Wi R51LID.1. 0- �; I GREAT . i CO\/ERED GREAT 42.R-15 AT X INHAILS w � R-15 AT 2X4 W4LL5 m r ROOM ENTRY PORCH c w i PATIO ROOM = t�L GARAGE c R-21 AT 2xb WALLS LA, v R-HI AT FLOORS `p ca R-49 AT ATTIC R-50 UDB2 THE PLATFORM 11 OMEGA FOAM TYPEPE IX R-41 I0011 ESR-1962 AT ALL EXTERIOR � HALLS PIN.FLR PIN.FLIL FIN.FLR I TA.G. PIN.PLR. 45.EXTERIOR FINISH,REFER TO ELEVATIOIS. Q* 44.EXTERIOR CEILING/SOFFIT(SEE PLAN/ELEVATION). IX - 6iJ 45.SHELF,1/2'GYP.BOARD OVER 5/6'PLYWOOD. E� 46.CONCRETE FLOOR SLAB. 41.5/b'6YP.AM WALL BOARD. ;f ¢ _ T SECTION B SECTION A ARD ���°��"�°"'P''"`Y�P'�°„aR PER`R�. SCAM V411� SCAM V4141W ATTIC F.A.U. NOTES n. A. FURNACE SHALL BE L15TED FOR INSTALLATION IN ATTIC OR IN A FURRED SPACE. wyy vv B. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING. XXAAX XXXXX C. ATTIC OPENING AND PASSAGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. Bete:00-00-15 r D. PROVIDE MINIMUM 24'WIDE SOLID CONTINUOUS FLOOR FOR PASSA661MY. E. FURNACE SHALL BE NOT MORE THAN 20 Fr.FROM ATTIC OMNIN6. REVISIONS F. PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 50')W' MINIMUM IN FRONT OF ECi11PMENf. 6. VENT THROUGH ROOF A MIN OF 5 FT.ABOVE THE HI&E5T VENT COLLAR WHICH IT SERVES- - H. FURNACE INSTALLATION SHALL HST ALL L15TED CLEARANCES. I. RA15E PLATFORM AND PA55ASEWAY FLOOR SUFFICIENTLY SO - - UMATION R- INSULATION BREATH WILL NOT BE COMPRESSED. 2X4 WALL-R-15 15 b 2X6 WALL-R-21 ` PLOOR-R-19 5 r ATTIC- GENERAL SECTION NOTES FAV PLATFORM-Illinns FLOOR/CEILIN6 ABV 6Ali-R-22 4 A. REFER TO STRUCTURAL EN6INEER5 DRANN66 DETAILS AND NOTES FOR INFORMATION NOT SHOYN HERE. 2 B. REFER TO TRU55 DRAHM65 FOR INFORMATION NOT SHOYN HERE. R-4A C. 5EGTIaS REFLECT THE'A'ELEVATION 04LE55 NOTED Of}ERYA5E). D. ROOF SLOPVS)AND OVERRAN6(5)MAY VARY PER ELEVATION. 42 REFER,TO THE ROOF NOTES AND ROOF PLANS AT EACH ELEVATION FOR MORE INFORMATION. TOP PLT. TOP MT. TOP PLT. TOP FLT. TOP Fi E- TYPCIAL DIMV510f5 FOR A HEEL TRUSS-(DIM3510N FROM TOP - PLATE TO THE TOP OF TOP CHORD). RISE•15AW(7 5/4'MAX) R-49 Ib 41 n RUN • 10'MIN. 42 TYP.AT T'(P.AT 15 REFM TO TYPICAL 5TAIR TRU55 WALL L T.O.TG. 51WINOM DETAILS, MASTER e e e LAU. BEDROOM 2 BA. 2 BEDROOM 3 = ; DECK BATH TOP Pi NO OS D5 D5 Q Q O C AT AT AT .S1 Iq 26 HEADER LANDING ROOK PamleeHonies PIN.FILM. _ FIN.FLR FIN.PLR _ 42 F 24 F„FI.R _ 51 TOP MT. TOP PLT. TOP PLT. TOP PLT. TOP PLT. R-19 M-22 2q R-22 42 44 1250 CORONA POINTE COURT w 55 ; d 4Z 59 42 SUITE 600 CORONA,CA 92679 r Y - 52 �_PDR• COVERED &REAT CVEDISSU NCE PH:(951)428�400 r PATIO ROOM ssoa Fes,INC. r ENTRY GARAGE v v �_ p �Q ENTRY &AR1�-4Aq-�t6E 26 r SCOTT FAZE:s. -- p a C =�0 3 1---1 Q 45 Bhese plans hz"�Cecn ✓q�E A�II/1 STORAGE a--ed for aoher�nce to the__ R-15 applicable cues -- quq��•,Leto is hereby ggall aU to�li,-_�-,a bulging permit gentling 42 46 42 25 approval b pF;,o- agercles. AT CANYON HILLS PA-20 Ti FIN.FILM FIK M.R. - T.Oz. F K FIN.FIJL _ _ _ _ _ The Issuance or rravel of t,cs .n:,:-. cf a permit b:ra -- PLAN 2 SECTION v SECTION G SECTION A SECTIONS .GIB w.lb• ----------xxa W.I`O eeAnB UR'.1'-O` A,B,C&D AT OPT.COVERED PATIO d DECK w 2.5 JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSEXIAX LAGOXI ARCHITECTS AREA 3 ELEVATION/ROOF NOTES . I. 2X6 FNWA,`.$DETAIL. -------- 2. 2X6 BARGE,SEE DETAIL. /-, 5. 5N6 E*W"RA"M TAILS WITH SHAPED ENDS,SEE DETAIL ALL RAFTER TAILS TO BE EQUALLY SPACED.PRAMER TO COORDINATE G'� E�IhI 6�'y O 5,12 4. EXTERIOR ASTM OVER PAPER BACKED WITH WIRE MESH. ~� �PL c 5. EX118VOR PLASTER SOFFIT OVER EXPANDED METAL LATH. r b. IXAAT STU SYSTEM o --------- ------------- ---------- a T. EXTERIOR HARDIEARDIE SIDING,SEE EXTERIOR FINISHES NOTES. ID �p 4'.. D. EXTERIOR GRADE PLYWOOD SOFFIT. 21 4. TONGUE AND GROOVE SOFFIT. r _____ __ ____________ • ® \ 10. SPADEDL x2 VERTICAL OR HOOD TRIM AT b'O.G.OVER EXTERIOR .} GRADE PLYNJOOD OR MDO.BOARD. AREA 3 s:12 ®\� \ 14 I I. EXPOSED WOOD GORIER TRIM,SEE EXTERIOR FINISH NOTES. .� 4:12 AREA I - __ ��-- ` - b _; i3: 51N41L.A�TED P GRADERECAST FOAM F TYHOOD RIM,SEE a�EvhnONIDETAIL FOR ACTUAL SIZE. TOP PLT. DJ �L 14. FOAM TRIM SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. i ENDING,LINE _ ----------- - --- - _ 0 15. EXP05ED HARDIE TRIM,SEE ELEVATIONA7ETAIL FOR Ao- SIZE. 4_ -_- -----�------ ------1_----_a Ib. BUILTHJP'G1RV®'PLYWGIOD TRIM OR M.P.O.BOARD. �• i 50 1 I I______' 6IT T 16. FIXED _F SEE ,SEEiE ELEVATION FOR SIZE. 6` v� /r�� +I 7♦�� ____ _�_o__•'_-.-_, - RDOF ICE 21 c 1"�4I© �i�i l , ' i O �-___�..�••_•5Q _.r___ i D.I 19. PROVIDE 6.1.FLASHING AT ALL EHPIiF�WOOD TRIM. I O PT I I , r_ t_____y______r_____y______y 20.GONTINlOIUr 6.1.EXTWOR PLASTER.5C.RE®,SEE DETAIL. Q ,n AT OPT.COVERED 4'A710 TJEGK ' I O'I p ' 21. 6.1.Pl AGEING ROOF TO WALL. DJ ---�-----1------i-----y---- t• 22.6.1.FLASHING AND SADDLE/CRICKET. --------------- ----El I- }�-R.�t }M-t r 25.AITROVED'f�MINAT10N GAP NTH SPARK ARRESTER PROM �� 4 El F-a �.^,l a--i I 24.L M1#RNIR GFJLMG OR xf1St10R MMLL. � IE^VtI"CONDUIT TO AlCEA 4 POWER PANEL R 1� 75.*DWMWD MASONtY YMCM lY NL 601640i0� wIMTALL aN --a------- -- " --------- --- --------- _ 2 LNHT�ADpE96 f1aN. b TYP. TYP. TYP. TOP PLT. ----------------- TOP PLT Z7.SHAPED FOAM CARrF1,SEE DETAIL. ' --------- -- - -- - ------- 4212 �, I-I RAKE L 0 RAKE - .26.IRMITBD NOW CORBEL.,ME DETAIL. OPT. OPT. r.NOOD PCY7(5).SEE PLAN FOR SIZE. 5,12 �DMIB LINE , M1 `J1. EXPOSED URED $EMA. iMOOD ppid'gq 52.1. PRE-CMARA-AST CON COLUMN. ---------------- - St"Lim 555 DECORATED FALSE TILE VENTS,MPONENTSEE /ELEVATION nA ON FORDET LOCATION. � •�x ry ry a L� 3 54'METAL RAILING,SEE DETAIL. {•r r ' 1C O 4 -- ' L. 36.DECORATIVE METAL,SEE 55'Y40M RAILING,SEE AIDETAIL _ i YY R DEPTH AND SIZE OF FINISHED OPBJINGhTION FOR LOCATION, I< V AREA I L 4:12 55:12 I FOR VENT 511E AND LOCATION.SEE REGUIRID ATTIC VENTILATION • 5B.6.1.SCREENED AND LOUVERED'GABLE END VENT,SEEELEVATION AREA 2 �' I PI PLR. CHIART FOR MORE INFORMATION. 1 Tyr. --------- --- - - -- - - --- - 59.6.1.SCREENED RooF'AIR VENT.SEE RE(iARED ATTIC VENTILATION EAVE CHART FOR MORE INFORMATION. zz B M 14 5 n 6 5 14 , 14 I 2T 40.DECORATIVE(FALSE)VENT/LOUVERM BOARD,SEE ELEV.FOR = Cu Db D3 } D.4 D3 S z 3 ,�Jy SIZE A LOCATION. FONTELEVATION 2-lam 41. LOCATIONS GUTTER AND E FIELD VERI,GUTTER LAYAlT AND DOWNSPOUT C.2 - LOGAnON15 TO BE FIELD VERIFIED. 42.ADHERED SYNTHETIC STONE VENEER BY EL MR., -121S. I Lu � Q PLAN I♦�I Q PLAN t`�� 45.ANCHORED MASONRY VE 53k SEE SLAB INTERFACEEXTENT PLAN a ROOF 1 L!-\1` 2-� ROOF I L!-\I` 2- rJPANI$f'I scxe,v�•.I�o• 44.LI �3'TW�AIN5f�.CT ELEVATIONNG SEE FOF"ORINTERF�NEI� w 45.LINE OF WAINSCOT FURRING.SEE ELEVATION FOR HEIGHT.SEE cc auNs,ustilw• acALe.VD•.I•b' SLAB INTERFACE PLAN FOR MORE INFORMATION. p AT OPT.COVERED PATIO 46.G.I.RMSLET FOR COLOR COAT CHANGE. ATTIC, VENTILATION CALCULATIONS 4-7.MEC ANCALAND ,13 ACCESS PANEL,T nSIONRoIST'�FY cc SIZEATTIC, VENTILATION CALCULATIONS OUMMIRMWATMVW MWVDTESMAPMWALlC"TW 48.REPEAT DETAIL AT OPPOSITE SIDE OF OPENING. WIN V ti AM ANAL VHIMIATIO r NMS Poll AccnMpL I FONNVKIU PLAN G 49.14"xb'GARAGE EXHNJ5T VENT.SCREENED LOUVERED. AT1L RSM FYBL BD OTNLIII HAVE TOfN. PLAN •2-A" �""� "� """�' EXTERIOR FINISHES a z a s Ma FTJ �Ru ma xJ Ism IN) Oak) M x1 )0000(X)0(XX '2-A' A0 O8 A. ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. (m FTJ Na N MN.W maw saw da R0 AREA-1 ire yA u.« wA fwc=xo WA eeo u.« ALL EXPOSED,_ AREA-I aN °° wA y°°'O N°"wA 5°O N°" AREA-2 T wA +o wA HYMM5,POSTS AND Dab:00 0015 iGN fO it,l 9pp uN+ B. CORBELS TO RESAWd•AA TRIM YF�13E PRIMED ON ALL SIDES AREA-4 S S, SM wA N"eeO wA Sm AREA-3 a wA nn•ro wA Ho PRIOR TO 1NSTALLATiON/A55EMBLY. C. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' I 5LDG.DEPT. 06/25/am ^•^• CONNECTORS NTH A TEXTIARED BLACK POWER COAT FINISH. TYPICAL ROOF DETAILS TYPICAL ROOF DETAILS D. EXTERIOR PLASTER FINISH. NWM TOM FaISIG FM aTNVAIV GOWIrILN5 WT N19M J9 ON NOLF MM M!PM TO ne?aiA% s FM 5TNVNV COMM NOT WARM ee ROiOF I>f.AN1 E. TYPICAL SIDING TO BE..LANP9 HLVRDIE LAP SIDING,HEIR EXPOSURE:D' d.D6.DEPi. OT/9i/9016 5 ROOF t2 b ROOF DECK 5 ROOF 12 W ROOF DECK FINISH: DJ MATMAL DJ D! PEE ER ETRATIONS D! MATIAL DJ D! PENETRATIONS 1 ROOF PLAN NOTES , .i,INDICATES 4:12 SLOPE UNLESS NOTED ORERW5E ON ROOF PLANS. A. TYPICAL ROOFING TO BE GONGFEIE 5'TILE�'A') OY EAGLE eW-MOO(C.IA 6 A RATW)OR,M M.N T'ROVED EL -- 1 (MAX LOAD OF 10 LB5 PER SaAMRE FOOT). . B. AL ROOF OVERHANG AT RAKE CONDITION TO BE 2' UNLESS -_ NOTED OTHER#W ON ROOF PLAN G. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" MLE55 8581' NOTED OTERNSE ON ROOF PLAN. 14 OPT. REQUIRED ATTIC VENTILATION i�1 1EE_ HNEEL 1+ N� ATTIC,VENTILATION GALCLLATION5 PER CRC.PA"I AS FOLLOWS: ----------------- ---------- - ---- - _ _ - A. ATTIC AW-A(SdMJRE F=l n o n o $. DIVIDE A 8Y BOO A MA.TIPLY BY 144 TO CALCULATE THE TOTAL III I I DS 14 DS rI I I i I REGUIRED MIN.NET FREE VElflN6 AREA IN 5f3UARE INCHES.AT I 1 III I 1 I III LEAST HA AND FIR MORE BY HIGH E THE REATEDD VENTING III III t I l 1 1 1 AREA SHALL BE PROVIDED BY H16H VENTS LOCATED NO MORE THAN SPardeleHomes III III 6 21 1 I III 6 21 - 5 FEET VERTICAL BELOW THE RID6E OR H16FE5T POINT OF ROOF J . I I DJ i • i . I I I I I OJ • �� '� 4 l ' Lu Q a1MABl'E zCTE9AMN&WTETHE ALANCE RETARai DER OR IN r BE I15TALLED SS n TOFU_REdR11RED MIN tET PREHTlB6'1NG AREA IN SQUARE 1250 CORONA POINTE COURT m ----------------------------- - ON INgBSs %bWe rATcf `M SUITE600 ...__.. -- --- =--- -- R.R. PI F PLR• _ --------------------------- " ------ - -- - ZOy@glptalypc7MrJ�s and ordinance.Authorization is ul TOP R.T. _ TOPPLT. - -------------------------- TOP PLT. - -------------------------- _ TOPPLT CORONA,(51)426.4400 LL hereby grantetl to is�u�a building permit G. TOTAL pending 903AG� .V@iI�nNb ARREA PROVE BY 6ABLFT eJv Arnc VElTS:(SEE Arnc vETr GFIAIRT NYRIM PNeEE x he issuance or c - � rt a permit bats" on appmal of .c • ____ __ __ __ _____ _____ ____ ___ __ _ __ -_ -_ _ _ -- -_ _ _ __ __ __ _ __ ______ __________ _______ __ D' SlNkllhBl r r� ATTIC,VENT vopuN �t _____ _ __ _ ___ ___ __ _ _ ___ TT� cod o w I I I I AURA 1 I I t t } $ `t m+NaNI YENT M-AMA/no%qW AT IMIt M�D o • 4 i 3$ 6 E. TOTAL SWARE INCHES OF NET FREE VENTILATING AREA PROVIDED \�!� 2 50.IN.OF FIRIM AREA MIX EA) -MWT BLOCK AT TRU5G DAnY I�•VBRT BLOCK AT ARPM BAY PLAN L I I 1 I I P PLR R9.R. FI PLR ---'1_-� ____-� 1 I Fl F. TOTAL 5WARE INYAfS OF NET F7tEE VENTILATING AREA PROVIDED. ELEVATION"A" -- - -- ------ -- - IF I- r_yy 4 1 , - -- v----q PROVIDE ACCESS A VENTILATION FROM CALIFORNIA FRONT&NEAR ELEV. 4 14 5 5 14 B 14 4 14 5 5 14 OPTI 4 + 14 D2 14 I 1 FRAMED�`S TO AD-w-w ATTIC SPACES.mnm TO &ROOF PLAN STRUCTURAL DRAJ•llNff FOR ATHIN6 PENETRATIONS. �•' f�i: �A NOT&MR ADDITIONAL GENERAL ATTIC/ROOF AIR VENTING REAR 2m6 REAR 2-A REAR 2-A FMAK 2-A 1R6OUIR�tTS REFER TO GENERAL NOTE SHEETS. AT OPT.COVERED PATIO 'r' "''"° AT OPT.COVERED PATIO 4 DECK ac'Na F* O au s:IN•.ro THIN;FHWM SHILL C=i WFTH MKIDS Lt AND EE7 OSIARE PER CA, i38:111011�7.SSEE SHIRT sa JOB NUMBER: OYi15015 015 TOR ADOMONAL RE0INIEMBIM SEMI NDNT ©ZCHI ellasExlAx ucoxl ARCHITECTS ELEVATION/ROOF NOTES I. 2X6 FASCIA,SEE DETAIL. 2. 2X6 SAMSE,SEE DETAIL. 3. 5.6 EXPOSED RAFTER TAILS HITH SHAPED ENDS,SEE DETAIL-ALL RAPIER TAILS TO BE EaIALLY SPACED.PRANER TO COORDINATE t * MOH WTH TRUSS EN61t✓EER �'� F,¢t,ERSKI 60 4. EXTERIOR PLASTER OVER PAPER BAGKEO WITH HIRE 1 E541. S i S. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. 6. I-COAT STUGGO SYSTEM T. EXTERIOR HARDIE SIDIN6,SEE EXTERIOR FINISHES NOTES. 6. EXTERIOR 6RADE PLYWOOD SOFFIT. 9. TONGUE AND SROOVE SOFFIT. yT7 * 9 10. 5PACM%x 2 VERTICAL HOOD TRIM AT 6'O.G.OVER EXTERIOR 61RADE PLYWOOD OR MDA.BOARD. II. EAVSEV HOOD CORNER TRIM,SEE EXTERIOR FINISH NOTES. 12. EXTERIOR 6RADE PLYWOOD OR MDA.BOARD. 0.1 15. SIMA.ATED PRECAST FOAM TRIM,SEE ELEVATION/DETAIL FOR ACTUAL SIZE. 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 4 � ` 15. EXPOSED HARDIE TRIM,SEE ELEVATION XTAIL FOR ACTUAL SIZE. 16. BUILT-UP'CURVED'PLYWOOD TRIM OR MD.O.BOARD. ® 0 1 1 IT. FIXED SHURBIS,SEE ELEVATION FOR SIZE. �� co 1\ T I'-6' 16. P0T51r8.F,SEE DETAIL. 9= 2 19. PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. �� f� 20.C VNTIN IOUS 6.1.EXIERIOR PLASTER SCREED,SEE DETAIL. d 21. 6.1.FLASMN6 ROOF TO HALL. 32.6.1.FLAdNNB MID SADDLE/CRICKET. rn 26.APPROVE 1�tl•IMIATION GAP YCTH eP'AAK ARRESTER FROM LL LAJ ------------ - ---------------------------- * -------------__ -------_ 110P PLT 24.PLIREPOIF/�KYNP OR GVLIN6 OR W11WRIM WALL. � F� 4. 25.ABNOH®MASONRY v"WK MY 4L IMWIeA00, M6TALL POI TW " I s ]6.LHIHTO7 ADDIR@16 LIiH. F 2T.SHAPED FOAM GOMBEL,SEE DETAIL. o Q F L Z _ 20.SHAPED HOOD G6RWE1,SM DETAIL. cz r i p 29.WOOD AVOID 9 PLAN FOR SIZE. ~ T 1SC 70.EXI^O�BO�HOODEE BEAM. a 31. MA RED NUFACTU COLUMN. 52.PRECAST CONCRETE COMPONENT/TRIM,SEE DETAIL. I I I 1 73.DECORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. a n - PIK PLR 54.METAL RAILING, L.SEE DETAIL ----- -tt��---I I----------------- HOOD KAILIND,SEE DETAIL. TOP PLT. I L-------J 1 TOP PLT 56.DECORATIVE METAL,SEE DETAIL. ¢ -------------------. - - -_. -__.__.___.__--I---------u- ----------- I r�-s�e��-_u1 1 ------ -_ T.EXTERIOR PLASTER IRECE57,TEE ELEVATION FOR LOCATION, J v I k-------a 1 DEPTH AND 512E OF FINISH W OFIENIN6. d I r_u-------- 1 W.6.1.SCREENED AND LOUVERED'GABLE END VENT',SEE ELEVATION a t-' FOR VENT SIZE AND LOCATION.SEE REWIRED ATTIC VENTILATION R m I r- CHART FOR MORE 1lFORMATiON. = LAOA L------� --------------- CHART FOR MORE i1FO1�TAT10N. x •' FF i j j •� 40.DECORATIVE(FALSF)VENT/LOUVERED BOARD,SEE ELEV.FOR = Cu Q ^� j•----s-s� i I I q 51ZE NO LOGA710K F.... 2 O L-------� I = 41. 6.1.SURER AND DOWNSPOUTS.GUTTER LAYOUT AND DOWKSPOIIT �. w LOCATIONS TO BE FIELD VERIFIED. -- -------JI I I 42-ADHERED SYNTHETIC STONE VENEER BY M DORADO,LIR-128. Y•0 I T 45.ANCHORED MASONRY VEN®R.SEE SLAB INTERFACE PLAN �• o PI PLR �._-_-___� I o --••--� I � EXTENT OF TOE FOOTING SEE SLAB INTERFACE PLAN). _- _ -----------------_ _ .._--------- ----L--------I---_ ._-------- _- PI = x 45.LINE OF KA SCOT F T. IN ELEVATION FOR HE16HT. 45.LINE OF WAINSCOT FURIRIN6.SEE ELEVATION FOR HEIGHT.SEE cc C-p 0 ET SLAB INTERFACE PLAN FOR MORE INFORMATION. 0 D7 D$ 14 46.6.1.RESLE7 FOR COLOR GOAT CHANSE. co 47.MECHANICAL TI.B ACCESS PANEL,CORROSION RESISTANT,VERIFY OKN L�1=T ` f"�- J` SIZE AND LOCATION.PAINT TO MATCH S O DOLOR 46.REPEAT DETAIL AT OPPOSITE SIDE OF OPENIPENING. 49.14"W 6ARA6E EXHAU5T VENT.SGREENIED AND LOWERED. /cxHs Uvry ' EXTERIOR FINISHES „,. �/�/7/7/�/�/�/�/�/�/ A. ALL EXPO-SM PLYP4000 TO BE EXTERIOR GRADE. /L/L/L/R/R/R/RJR/R/L ` B. ALL EXPOSED HOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND Deb:00-W15 r CORBELS TO BE RE'5AYN"AND SHALL BE PRIMED ON ALL SIDES = PRIOR TO INSTALLATIOWA98EMB_Y. G. ALL EXPOS®P05T To BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' a COME-GTORS WITH A TEXTURED BLACK POMDER COAT FINISH. 1 BLD6.DO-T. -_ 06WI*20I6 D- EXTERIOR PLASTER FINISH OypR 06/50/2016 E. TYPICAL SIDINS TO BE..AhE5 HARDIE LAP 51DI146,HER-405 EXPOSURE:W BIDE.CWT. 07/26/2016 FINISH, ROOF PLAN NOTES A,. .916"INDICATES +12 SHAPE UNLESS NOTED OTHERWISE ON ROOF PLAN5. A. TYPICAL ROOFIN6 7o BE GOWAWTE W TILE M-EV'A'1 BY EAO"LW-MOO(CLAW A RATED)OR APPROVED EMAL 04AX LOAD OF 10 PER S214E FPO7),). _ B. TYPICAL ROOF OJHWMY AT RAKE CONDITION TO BE 2' UNLE55 TED 011*34-95E ON ROOF FLAK 0 ` TY G. TYPICAL ROOF OVERHMIC AT SAVE GONOITION TO BE 12' UNLESS 15564' NOTED OTHEW41SE ON ROOF PLAN. is S,OPT. z2 -H REQUIRED ATTIC INC.. NEB. ------------ NEB- H� I I ATTIC VENTILATION TIONS PER c to -- - - ------- - - I 1 e s -------- ---- ----------- n n r1 i- *------------------------- A. ATTIC AREA(LCi1/d2E These Plans hive bean rrJy-.t` a tmldmg permit pen le codes and crdmanh�Ao k b rr B. DID MI NET Ya~411t •AT DSD 14 I III III ba �,,�/�p� III 1 I LEAST SHALL AND 110 THAN 50%OF THE IIg¢8 V�IT01§ t I M I RLs III III AREA SMALL EE PROVI w1 A o FEET VERTIµF VEN71 5 vac Lmw ` f K.1, al ' r iS T _ w r SHALL BE INSTALLED ON THE CLIMATE ZON AMN �Vb Or-C ILIN6. o Y DIVIDE A.BY 150 EI ?4)L lT§Y 144 TO CALCULATE THE TOTAL.VAPOR RETARDER Mar VIENTINSREWINE AREA INMSWARE 1250 CORONAATE SUITE ORN E COURT - - -- -- --- P - 600 ------------... - ----- PI P PLR -------- ------1--------------------------------------------- - ry INCHESZONES 4 AND 16). CORONA,CA92879 TOP PLT ------------------- TOP PLT TOP PLT. - ------- r---I"CONDUIT TO POWER ----- TOP PLT PH:(951)428-WOO r --- ---------- - ,�• ------r--PA1�LY-RDM 5DCAR----------------------------- - G. TOTAL SCiIARE INHERES OF NET FREE VENTILATIO6 AREA PROVIDE PANELS ON ROOF BY SABLE Efib ATTTG VENTS.(SEE ATTIC VENT CHART FOR FREE o ❑ f) I PROVIDE LINE FOR u � FUTURE HOT WATER �-NiABLE OD VENT SOLAR I D. TOTAL SaLARE INCHES OF NET FREE VENTILATING AREA PROVIDED --------- --- -- RA --- ---- -------- Y�_ ---- -- - --- ---- -------- Fi L i --- ---- -- ---- ------ ------------ -- - -- - ----- - -------- -• •Y ROOF AIR vN9RT5.TWEE Arne veNr oHHATe7 FOR NRllff AREA) �eR �1.� AU tr ~r J Q * H .INN vENr L dam VENT -AREA/No VENT AT GNTON �M'/.Y oµ q o 4 2 oit Jai YdcS Y E. TOTAL Sa/ARE INGYES OF NET TREE VENTILATING AREA PROVIDED C BY MOM HAVE VENT 15L.0095.02 50.IN.OF P°IRF£AREA MIN.EAJ i^°°7•VENT BLOCK AT TIME BAY r_I-VENr BLOCK AT RAPTOR BAY PLAN 2 FI LR. PI TG . F. TOTAL SOLIARE INCHES OF NET FREE VENTILATING AREA PROVIDED. ELEVATION W --- - -- -- - -- - --- --------- - -- - --------------- r----Y PROVIDE ACGE55 AND VENTILATION FROM CALIFORNIARIGHT$LEFT S 14 14 1 FRAMED AREAS TO ADJACENT ATTIC SPACE5.REFER TO STRUCTURAL ORAWN65 FOR SHEATHING PENETRATIONS. NOTE,FOR ADDITIONAL 6ENFRAL ATTIC/ROOF AIR VENTING w RI&HT 2-A R16HT 2-A RI&HT 2-,426 AT OPT.COVERED PATIO i DECK 'µ'''Q AT OPT.C ia OVERED PATIO xius'w.Iw ec� 44"' PEER ro 6EEIRAL NOTE SHEETS. . THY{POOJIM WALL COMPLY WITH MAISMS MU COI SMICIlUI NEIMM FOR ME"VAUA E JOB NUMBER:023-15015 BPWUIEPER CAC.OEUM EM7.SEE SHM fib coPYRISITT (c)2015 EOM ADDITIONAL IEOUMEME BE. BASSBIWI[AWN]ARCHITECTS FLOOR PLAN NOTES I. 56'CLEAR REFRIGERATOR SPACE.PL"FOR WATER SUPPLY. VERIFY NDTH AND DEPTH IF BUILT-IN REFRI60RATOR 2. 50'SLIDE-IN RANGE AND METAL EXHAUST HOOD ABV.PV LI6HT AND FAN.(MIN.IOC GFM.,MAX,s Sow AND vENTED TO OUTSIDE AIR). �GG �gRSKI Y1yb� 5. PANTRY.SEE INTERIOR ELEVATIONS. 4. 50'BUILT-IN OVE3lMWAOYNVE COMBINATION. •r 2 Q S. 5'-0'PRE-FAB FIRE RSLA66 TU56+101,ER NTH WATER RESISTANT V w S v HAINLSCOT TO 60'ABOVE DRAIN U.N.O.PROVIDE 5HOHM CURTAIN a N p ROD URO. 6. PRECAST SHOMR PAN.SEE PLAN FOR 512E.TILE TO 60'ABOVE �y H ASP DRAIN UNO. �/7 4 1. SHATTERPROOF CA-55 SHOHBt ENCLOSURE.5HOMER DOOR TO BE A MIN.22'CLEAR 6. 102.AQNTIC TEfARgLOGE5 TI.6/WINER COME0.(HALL COVERINGS TO BE CEMENT PLASTER,TILE OR APPROVED EQUAL TO 60'ABV. DRAIN AT SHOMQ�5 OR TU0 VY SHONE.MATERIALS OTHER THAN STRUGTIRRA.MEMBERS TO BE MOISTURE RESISTANT) 4. 5HOWER SEAT.SEE PLAN FOR HEIGHT. 10. LINEN LAIN ET.SEE INTERIOR ELEVATIONS. 11. BUILT-IN SHELVES BY OTFERSAI6 SHELVES AT 20%16',12',12',12',12') 12. 12'X 56'X 22' ERL REGTANAR TUB HTH TILE HAIN560T.PROVIDE MOTOR ACCESS PANEL AT OPTIONAL SPA/WDROMA56A6E BATHILES.VERIFY SIZE AND LOCATION OF ACCESS PANEL. -J---------------------L-- �I -, I Is. Y1ATEt HEATER 9'VENT TO OUTSIDE AIR �► u I I I I I 14. TEMPERATURE ATURE AND PRESSURE RELIEF VALVE. ^� u 15. TANCLE55 HATER HEATE32.PROVIDE FUEL 6A5.INSTALL AND VENT I-I I I PER MANUFACTURER REFER TO RVAL.DRANN65. ♦ �,�„� I I I 16. PROVIDE NITER AND HASTE FOR HASHER. I M. PROVIDE SMITTY PAN NTH MAIN BENEATH HASHER_ ���IIIIII O I I I Q DINING I I I& DRYER VENT(MAX.14 FEET LENGTH INGLIUDIN6(2)qO DE6REEca M I I I I I ELBON5)PER G.ML.5043. I I Iq. WW GARAGE EXHAUST VENT.SCREENED AND LOUVERED. cn - -I 21. rALUBNN6 WASTE DROP FROM ABOVE. - 21. EAU.IN ATTICS PROVIDE 50'X 50'CLEAR,ATTIC PCGF55 PANEL cm ER(OR PER P G.M.G.404.10)PROVIDE FUEL GAS,L16HT AND 5NTCH. ---- --- - -------------------- 22.22'x5O'ROUGH FRANFD ATTIC ACCESS OPE NINS PER C.R.C.RDOT.1. =---_ --- - - 25.LINE OF DECORATIVE PORCH RALINS.SEE ELEVATIONS. 24.LINE OF EXTERIOR BALCONY WARD.SEE ELEVATIONS FOR DETAIL I I TOP OF GUARDS SHALL NOT BE I E55 THAN 42'IN NEI6HT.OPEN �Ir - U GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL II I I PATTERN SUCH THAT A SPHERE 4'IN DIAME'TE3R CANNOT PASS 'Q ¢ MASTER 1 THNRLIIGNN PER CRC.R712H J 7 BATH li I I --- I 1 25.DUCT CHASE.VERIFY NTH H.VAL.DRAWN65. . d_ I III I 26.BALLOON FRAMED HAL.L5.SEE STRUCTURAL FRAMING PLANS. MASTER II I I I I LSREAT 22C.LLIOCATIONIRIPPLE OFF A�GLOSET AT FLOOR ABOVE. � ■ BEDROOM I PAALKII GLDwr I O SEE -IN 1 1 11 ROOM 2q.DPI IIREPI-ACE BOT-VENT SEALED X SIZE EXTERIOR 16NITOR�SKITCH, CC OIO O I I I I I DIREST-VENT TERMINATION PER M M SEE MEN.SPECS.FOR RAISED CD 1 u OIO 1 1 11 HEARTH REWIREMENT5. Z I I I I I I I 50.2x6 STUD HALL. Fes" I Li L I I 51. PONY HALL.SEE RAN FOR NE16HT. C.2 �,,, I I (mil 52.DIRECT-VENT SEALED COMBUSTION TYPE INTERIOR FIREFI.AGE.SEE + a°a 2t ---- KITCHEN AN I I PL FOR FIREPLACE BOX SIZE.PROVIDE FAG-,16MTOR SNITCH, --- ,�t DIRECT-VEtT TERMINATION PER MFR SEE MFR SPECS.FOR RAISED - q -I I I H HEARTH FZGI11REMETIT5. q LAU. .n 1 I I 55.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN).SEE 6ENERAL NOT 6ROUNDIN6 INFORMATION.FLAT SOFFIT. PLAN FOR HE6W OR DETAIL. 2 cc 54.NEYEL.POST. FOR O I ---- - - - -- 56.ARGNED SOFFIITT..SEE PLAN FORA HEIGHT OR DETAIL. 'Q -- I1 I im 51.LINE OF FLOOR ABOVE. --- '4 W.6A5 METER LOCATION,SEE Vf1LIN PLAN. !M.ENCLOSED ACCESSIBLE SPACE UNDER STAIR SHALL BE PRarCCT® HITH 1/2'6YI.AM BOARD ON ENCLOSED SIDE PER GAL.R502T. 40.42'HIGH GUARD PER GAG.R712.1. \ I �" I 41. 54-W H16H HANDRAIL ABOVE NOSINS PER C.R.C.R511.1D.1. XXXXX xxxXX IfF 42.LINE OF ADHERED SYNTHETIC STONE VENEER SEE ELEVATION. ' L - 45.LINE OF ADHERED MA50WY VENEER SEE ELEVATION. OPBR TO I I \ I $(° 44.LRE OF+2'HAIN5GOT.5EE ELEVATION FOR HEIGHT. Date: 00-00-15 p BELOW I I ________ I }° 45.LINE OF YNINSCOT FURRING.SEE ELEVATION FOR HEIGHT.SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. REVISIONS EN 46.DCJOR OPEN1N65 BETYEEN GARAGE AND RE51DE W2 SHALL BE SOLID W DOORS WOOD DOO NOT I.E55 THAN 1 5/6 IW_HE5 IN THICKNESS, 4 i 1 SOLID OR HOHEYCO►BCORE STEEL DOORS NOT I THAN 1 5/6 n LLL I ry 37OR I T INCHES THICK,OR 20-MINJTE FIRE-RATED DOORS,EWIPPED NTH 5ELF-Ct.OVN6 AND SELF-LATGNN6 DEVICES.CAC.R5023.1. 41 PROVIDE MROOM PER IN 100 50.IN.OPENING FOR MAKE UP AIR AT LAUNDRY 1 T 11 0 11 I 46.24'/ID'TOYER FLOOR BAR-HST.54'ABOVE FINISH 00R. �L_a BA. 2 4q.TOILET PAPER HOLDER-HGT.24 ABOVE FINISH FLOOR 5 UNDER COUNTER RCO LATER��FINISH COOLER BEDROOM 3 I - i, I I I 52.FLOOR DRAIN. 55.SHELF,SEE PLAT FOR HEIGHT 54.LAUNDRY RINK. AN 55.RN SHOVER NERD. - / 51.I LAUNDRY SHELF-HT. NICHES - Z v CF q 51.LAUDRY 51N[iF-HT.60'ABOVE FINISH FLOOR „ 1 ATE�R . CA LEGEND gCOTT "��4J to the uth BOARD ON GARAGE SIDE OFIWALL tides and bser r rd1u0dttr AP®rmd pending ---------_- --- -L J SEPARATION PER GR.G.TAffiP R502b., hcy blear, tocAS:L a encies.he CS)204"0 PEN/OPT. ,p I '� IIDIGATE5(1)LAYER MIN.1/2'6YP51M B�lA� 'I'll9 r I I �!!�X a vQU�1•¢ItlIL�'�� �f a permit bars.. BEDROOM W@N ATTIC oCCI1R5 ABOVE GARAGE.Ir?A TES(U LA I I V. ,Q i- 5/6'TYPE'X'6YPFAM BOARD AT CENLING 4 4 BATH 3 I I ROOMS OCCUR ABOVE 6ARAGE.C.R.C. INDICATES EXTENT OF COITORM CEILINGS;'•" R SEE RAN FOR NEICWT(S). MMMMMMM LESS THAN 5'-0'_ - IWIGATCS I-HOI1R FIRE RESISTIVE WALL_ASGEI•BLY 4050�. PROPERTY Pardee GRL.TABLE R50ZJ(W.SEE DETAIL(5): LINE PER LOON-yTM GENERAL PLAN NOTES rl 1 H RCJ B.tV. A. ALL INTERIOR DOOR TO BE HOLLOW GORE 1 5/5'THICK UNO.,(SEE PLAN FOR SIZED.AT DOUBLE INTERIOR DOOR CONDITIONS,PROVIDE 1250 CORONA POINTE COURT DEADBOLT AT TOP OF INACTIVE DOOR 1'-5' 2'-4 I/Z' 10'-2' 6'-0 I,. 6'-0 VT 4'-4' I SUITE 600 B. ALL G HOLLOW GARAGE SMAGE DOORS TO BE GORE 1 5/4'TH OK EXTERIOR GRADE.(SEE PLAN FOR SIZE). CORONA,CA 92879 F 16'-1 I!2' 1' I '4'-0 I/2' 2-1' 12'-II I/Z' IZ'-I' 9'•4' C Ib'-]' 2W G. ALL ENTRY DOORS To EE SOLID GORE 1 5/4'THICK.(SEE!PLAN FOR PH:(951)428-4400 o SIZE).AT DOUBLE To DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR -- - -- D. ALL EXTERIOR FRENCAN DOORS TO BE SOLID GORE 1 5/4'THICK.(SEE a S-O• 37'-0• PLAN FOR FOR SIZE).AT DOUBLE FRENCH DOORS PROVIDE AURA e}�. ��UULyyL _- DEAD13OLT AT TOP AND BOTTOM OF INACTIVE DOOR. S�GOND FLOOR ADDENDUM S FIRST FLOOR "1DD NDUM e LIDS IABO E E. BUILDER SHALL VERIFY HIDE NNDFLOOR MANINSS SHALL THAT AL ESCAPE OR RED NNDOYG HAVE A MINIMUM NET CLEAR OP EIIN6 AT CANYON HILLS PA-20 OF 5DOOR FOR .1 Sd1ARE FEET,GRADE FLOOR OPENIN6G SHNL HAVE A MAKE UP AIR OFIENIM NET CLEAR OPENING". 5 SO.FT.THE MIN.NET CLEAR - - OPENING FEIGINT SHALL BE 24'.THE MINIMUM NET CLEAR OPENING MOTH SHALL BE 20'AND THE BOTTOM OF THE CLEAR OPENING NO PLAN Z ROPER TO BASIC PLAN FOR IRM'M TO BASIC PLAN FOR GREATER THAN 44'ABOVE THE FLOOR(GAG.R510.1).NNDOH5 NOT NOTES,DIMIEN&ONS,AND NOTES,DWG ONS'AND MEETING THESE REQUIREMENTS,SHALL BE BR4116W TO THE FIRST�SECOND FLOOR INFORMATIONHOYfR NOT 5 MERE. INFORMATION NOT SHOYN HtC-RE. IMMEDIATE ATTENTION OF THE ARCHITECT. F. THE LONE5r PART OF THE CLEAR OPENING OF OPERABLE NN OOYL5 ADDENDA.B. LOCATED MORE THAN 12'ABOVE FINI514 6R.ADE OR SURFACE BELOH SHALL BE A MINIMUM OF 24'ABOVE THE FINISH FLOOR.WEN m PROVIDE 1' OPERABLE SECTIONS OF THESE PON POW5 ARE LOCATED LESS THAN UNVE RGlT AT 24'ABOVE TFE FINISHED FLOOR THE OPENINGS SHALL NOT ALLOW . DOOR FOR THE PASSAFiE OF A 4'DIAMETER SPHERE.(CRC.RN2.2.1) MAKE UP AIR TINS PROJECT SHALL COMPLY WIN MATERIALS AND 7 EXPOSURE PER C.R.C.SECTION R327. SEE SHEET 6.3 JOB NUMBER: 023-15815 "MAKE UP AIR" CONSTRUCTNIN METHODS FOR EXTERIOR WNDFIRE r� FOR ADDITIONAL REQUIREMENTS. COPYRIGHT ©2015 AT LAIADRY ROOM FOR LAGONI ARCHITECTS _ _ l k ELEVATION/ROOF NOTES , �12TYP. II T1'P. IRAJ:E D. �� I. 2X6 BARGE, SEE DETAIL. L. 2. 2X6 EWOSE,SEE RAFTER T AREA 3 3. Sxli EJW0967 RAFTER TAILS NTH SHAPED ENDS,5E�DETAIL.ALL K RAPIER TAILS TO BE EMALLY SPACED.PRA2119Q TO COORDINATE ---- - - NTH IRtlJSS ENGINEER e U • 4. EXTERIOR PLASTER OVER PAPS 5K.1aD NTH HIRE MESH. I I S.6. 1 IT OVEREXPANDED METAL LATH. 5.12 T. EXTERIOR HARDIE SIDING:SEE EXTERIOR FIN154 NOTES. *° I I I I 6. EXTERIOR GRADE PLYWOOD SOFFIT. ---------- ,p I 9. TONGUE AND GROOVE SOFFIT. -_- ------------- AREA `ry C111 I 10. 9PK.®�'ixZ VERTICAL WOOD'PRIM AT 6'OL.OVER EXTERIOR I I In �` T GRADE PLYWOOD OR MD.O.BOARD. I I I 5e 12 rt I yy{' II. EXPOSED WOOD GORIER TRIM,SE£E�IOR FINISH NOTES. ---------- ------------ M 6 Ib 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. IAREA I I 1=1 1 1 J=l 1=1 2 T IS ? E7 2- 14 15. SIMILATED PRECAST FOAM TRIM,SEE ELEVATION/DETAIL FOR I I E� H�1 14. FOAM T'TUALRIM,M SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. I �• I I r_____--______r_____T_____ EENLDHIG LNE - ------------ --------- -- ------ -----_ -.-------- r 15. EM-05M HARDIE TRIM,SEE EIEVATIOK1MTAL FOR ACTUAL SIZE. I I i i it q 16. FIXED%'GURUS, PLYWOOD TRIM OR MD.O.BOARD. I iyy i i i i i 1 rl. FIXED SHUTTERS,5EM ELEVATION FOR SIZE. .�. FY - f I ROOF LNE ® ® A. PROVID F,9t£DETAIL. i o I O ___I ��.�j____I i I FT M. PROVIDE 6.1.FLASHING AT ALL E7N"05ED WOOD TRIM. .1- i i k I _ __._ 17 _ 20. S.I.EXTERIOR PLASTLR SOREW,SEA DETAIL. cz 4 r_ ____r_____i rt ._ .1-� 21.22 i.l.FI�SFNNG ROOF TO KAU. ROOF �L "'� 1 ��f. __ _---` _ _--j _-- V_ D N mD3 7 II ® ® ES 25.6iMPR0\�THB•NIMnON GAP M-*A~no SADDLE/ WITH SPARK MReESTER MOM 0 AT OPT.LOVUUV 1•ATI0# t3lLK 1 1=t L 1 1=3 L 1�1 11 ! LLN LL N Tyr. i { I I POYEi¢PANEL _-- - 21 rrT 25.24 LAPMR 9 M"ON RY VWMK K OVUM, *STALL 'a 1"CONDUIT TO o o_ --------------- m *NAVE AREA 4 I "f(1. y Tor rLT. ------------------------ -- TOP PLT Nam.SHAPW P"�"64O SIM DETAIL. rn --------- --- --------- TYP. 26.SHARED WOOD C L MOR ,OW DETAIL. A I I 5'-0• 6 S,..O• it 2'I.WOOD POSTM).SEE FLAN FOR SIZE. co t'--,t I Ep 4:12 oPr. 50.EXPOSED WOOD BEAM. I DIII6 LINE i _ `�' I] WAKTYP.E ff A 52 MANIFAGT CONCREIRED LLMN. o - RAKE 52.PRECAST CONCRETE GONPONENT/TRIM,SEE DETAIL. Z L j 55.DECORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. 54.METAL RAILING,'SEE DETAIL. Z, y 55.WOOD RAILING,IVEM SEE SIM DETAIL dot I I Waff LANE I 56. ----------------------- 1 '�< 4:12 y�� I O i �� 56.6.1.SCE AND FINISHED VENT',SEE LOCATION, 9fVAnoN Q. I I ---------- -� FOR VENT - -- •1♦ o ISIZE AM I AREA I I AREA 2 (_ _)I FI PLR CHART FOR MORE INFORM . ATION REZAIIRED ATTIC VENTILATION ■.. � II-- 55.12 11 TYP. -------- ---- 59.6.1.SCREWED R00F'AIR VETtT.5E£REXI,11RED ATTIC VENTILATION 4:12 CHART FOR MORE INFORMATION. ------- AN AL tl II 14 14 b 6 ! 14 14 26 40.DECORATIVE VENT/LOUVE32ED BOARD,SEE E LE.FOR lE D D D.4 r SIZE AND LOCATION. 2 FRONTELEVATION _� 4. G.I.6LILOCTERATIONS AIDE FIELD VIERI GUTT£R LAYGUT AN7 DDWLiPOIIi w w LOCATIONS TO B£FIELD VETRIFI®. 42.ADFBRED 5YNIHETIG STONE VEER BY IEL OORADO,EGR--1215. Add ROOF PLAN I /�y� s� a 45.ANCHORED MASONRY VETffR.SEE SLAB INn3¢FACE PLAN iI• o ROOF 1-L l'l l�l L-LJ TRADITIONAL •cxa w•.rd 44.LINEEEOOF+2 TOE KAi INSCOT.FOOTING ELEVATION INTERFACE HEIGHT. c ROOFPLAN ' -� 45.LINE IN WRFACET L IRKING.5£E ELEVATION FOR HEIGHT.SEE cc '7�`I wae,ve•.I'd SLAB INTERFACE PLAN FOR MORE INFORMATION. 46.6.1.RbSLET FOR COLOR GOAT CHANGE. In - M AT OPT.COVERED PATIO ° 4-1.NELHANNCAL TLB ACCESS PANEL,CORRO51ON RESISTANT,VORIFY RicN ANT TO MATCH 5L ATTIC, VENTILATION CALCULATIONS 46.RR�EAT DETAIL AT LOrAnoK POPPOSITE SIM Or OPEN�iNG`.. ATTIC, VENTILATION CALCULATIONS 0WINWI MED ATM VVVLAT M W16 FM AWTWAL OVM%TWU A H9t To Terre®A1tY.vDIMTNIK X01D FGIt/mtnw:L IIPQSMTIOIU B G D 49.14Sc6'GARAGE EXFINIST VENT.5GREE3N�AND LOUVERm. G D PLM "" �° EXTERIOR FINISHES PLAN •�^ �nxs � �ooF wars :,nns ,smn "i11L ezro G,e£9l) OH�61M fA�£ iOfla n a k) '2$` na rU ma Fu maw e,a eu Ha Fu _Oak) �� AREA-I uw >a uw w" w_ w" m inw A. ALL EXPOSED PLYWOOD TO LY EXTERIOR GRADE. fie:00-00-15 Ma Fr) Pia NJ as NJ E+a eu de NJ da NJ B. ALL CORBELS TO 1 WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND AREA-I iw as - w" - � w" W� - A -2 �° c w" 0). w" iw CORERS TO TA RCSAWA AND SHALL BE PRIMED ON ALL SIDES AREA-4 E ea w" we xo w" xo AREA-3 a o w" e ro w" ro PRIOR TO INSTALLATIOWASSEFIDLY. G. ALL EXP05ED POST TO BEAM HARDWARE To HAVE HHDDEN REVISIONS INSTALLATION OR STRL CTURNIY APPROVED'ORNAMENTAL' I ®l DFa.DEPE. ovil2s/2o16 CONNECTORS NTH A TEXTURED BLACK POHMR GOAT FINISH. TYPICAL ROOF DETAILS TYPICAL ROOF To BE:J DETAILS D. EMEROR PLAG I E. TYPICAL SIDING TO BE: MES HIAIRDIE LAP ENDING,IBR-405 1 SUM m TIE rOU ZWW WR erwavm WWgr 5 WT PER90M M e " Reese TO TIE rd1491 OIOnlglS e FOR STAWARD G WT OtPM W ON ROOF KM EXP05l1RE:6' 1NILOB.DErT. 07/31V7016 FINISH D ERI MATAL DJ D.I PB'IETRAnONS D MATERIAL DJ DJ PB'ETRAnONS ROOF PLAN NOTES A/14 ,diii.INDICATES 4.12 SLOPE M-E55 NOTED OT}@tVNSE ON ROOF PLANS_ E A. TYPI AL ROOFINS TO B£GONGREIE FLAT TILE N9..EV'5') :T I TES,I . A-WCAL E+bLE GSR-MOO(GLAEIS A RATED)OR APPROJE37 S r- - „ e X LOAD aR 10 LOS OT(Fes`" to ih S IARE FOOT). S� eienr' ROOF OVMHAN6 AT RACE GONOITIQIIIJD-BE-'I� e W A thorizaUo�knA NOTED OtHM NSE ON ROOF PLAN. nese plans des an ue d o in ildin9 per G. TYPICAL NOI®On'OOF OVERHANG A EVE GONDITI*JI J tl e teappl d^ dies. ad do 16'x46' I a permit bsVje,, �0 "a REQUIRED ATTIC VENTILATION' nce U II not be h. ssua iF `-,, v:U'_vyrOf _ ILL HEEL HIML I HEEL ATTIC VENTILATION GALaLATIONS PER C RL. • A. ATTIC AREA(5liJARE F$T) ------------ --------- ----------- ---------------------------------------- Y E I B 14 I� �I B. DIVIDE A.BY 500 AND M.LTPL.Y BY 144 TO GALfdRifil'E1'1 TOTAL REQINIRED MIN NET FREE VENTING AREA IN SQUARE INCES.AT E AREA SHALL PROVIDED BY HIGH VENTS IDGATED NO MORE THAN f: *Hwis E i Db Di jE Ei LEAST 40%AND NO MORE THAN 50%OF THE REWRID V5MN6 E E i p I E EI 5 FEET VERTICAL BE OH THE RIDGE OR HISHE5T POINT OF ROOF N U 4 sl 6 i E i O 4 Q J E � 4 Q CCLIMATE ONE5 1 BALANCE 4 MND 16 A G�LA.I55 I OR 1�OR-1--LCA VENTS 05NALL ----_---- r r 21 6 ``` r 5E INSTATED A. THE WA ND ML TIPLY SIDE 4 CEILING. DIVIDE A.8Y 150 AND MULTIPLY BY 144 TO GAI.GU.ATE THE TOTAL REQUIRED MIN.NET FRf£VENTING AREA IN SGILARE 1250 CORONA POINTE COURT INCHESSUITE 600 --- -------------- PI - -- --- ------- --- ---- PI FLR - --------------------------- ----- ZONES 1 AND 6 RETARDER NOT REWIRED AT CLIMATE) CORONA,CA 92879 _ w 7CP FLL TOP PLT. _ -------------------- TOP M.T. _ - TOP MT PH:(951)428-4400 G. TOTAL SpLARE INCHES OF NET 19RM VENTILATING AREA PROVIDED BY SAEL.E END ATTIC,VENTS.(SEE ATTIC.VENT CHART FOR}REE o I I t AREA a i i Z ZZZ'GARt END VMR - _ ----- S- ---- --- -- --- i i i D. TOTAL SOLARE INCHES OF NET flREE VeMLATIN6 AREA PROVIDED RA ______ ____ __ __ __ _____ _____ __ __ ___ _ i _ ______ _ i I i BY WAOF AR VENTS.(M E ATTIC VENT CHART FOR FI 'RE IINEAI e � e.�NyAU }~ r Q ~ 4 I Q r wNMH VaW ML .LiM VENT i.=.�•AIREA/W VNNT � `�MILLS� Y O EC O C i i dd i E. TOTAL SWAAE INCHES OF NET PRIM VENTILATING AREA PROVIDED iS if w. BY MMK SAVE VENT BLOCKS.(12 60.IN.OF FREE AREA MN.EA.) 1 iI I •VBET ENAGK AT 710155 BAY M•%-?W SLOGK AT RAPIER BAY PLAN 2 FIN PLR FI FLR P 1RR --4--1 ----- FI F. TOTAL SWARM INCHES OF NET FREE VENTILATING AREA PROVIDED. ELEVATION•Bkk --- - --- t- y'_v r----� PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRONT&REAR ELEY. W 14 D S 14 u 14 W 14 D 5 14 �'i14 7 b 14 p2 14 mAmm AREAS TO ADJACENT ATTIC,SPACE.REFER TO $ROOF PLAN - REAR DA REAR Q D2 D.4 SIR IJGTURAL MAKINGS FOR SHEATHING PENETRATIONS. - H I\ice A \ �-5 I E r-\1� 2-5 REAR 2-5 WCCLJIRENENTS REFER TO&MVIRAL NOTE ITS. NOTE:FOR ADDITIONAL GENERAL ATTIC/ROOF AR VENTIN6 9 AT OPT.COVERED PATIO °LA1S' AT OPT.COVERED PATIO # DECIG eGALe'.'"`'""' "'''�''"`•'1O• 2,8 iIW PROJECT*HALL COMPLr NmH MI1TF31Yli MID W CONITR W M MEMNA FOR UTEIM WRLN IRE JOB NUMBER: 025-15015 EMURE f M GRG REC"11327. BE WEET 63 COPYNNiw ©2015 FOR A0d71dIK REOUREM9I711. NMENNN IAfAN1 ARCHITECTS ELEVATION/ROOF NOTES I. 2X6 FASCIA,SM DETAIL. 2. 2X6 BARGE,SEE DETAIL. " 5. 3xb EXPOSED RAFTER TAILS WITH SHAPED ENO5,5EE DETAIL.ALL b/.y RAFTER TAILS TO BE EQUALLY SPAC.FD.PRA 1M TO COORDINATE WITH TR'U%EN54 EM 4. EXTERIOR PLASTER OVER PAPER BACKED WITH MARE MESH. 5. EXTERIOR PLASTER SOFFIT OVER EWANDED METAL LATH. 6. 1-COAT 5TUC W SYSTEM - L EXTERIOR HARDIE SIDING,SEE EXTERIOR FINISI NOTES. 23NN� ♦e" 6. EXTERIOR 64ZAPE PLYWOOD SOFFIT. 4. TONGUE AND GROOVE SOFFIT. 10. SPACED 94 x 2 VERTICAL WOOD TRIM AT 6"O.G.OVER EX"!RIOR GRADE PLYWOOD OR MD.O.BOARD. IL EXPOSED WOOD CORNIER TRIM,SEE EXTERIOR FINISH NOTES. 12. EXTEROR GRADE PLYWOOD OR MD.O.BOARD. 15. 514UUTE7 PRECAST FOAM TRIM,SEE E EVATIONADETAIL FOR ACTUAL SIZE. 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 15. EXP05M HARDIE TRIM,SEE E EVATIOWDETAIL FOR ACTUAL SIZE. 16. BUILT4IP'CARVED'FLYHOCV TRIM OR MDO.BOARD. r1. FIXED 5NIIlER5,SEE ELEVATION FOR SIZE. vJ m I 16. POT'SHELF,SEE DETAIL. o M. PROVIDE 6.1.rLASHIN6 AT ALL EXPOSED WOOD TRIM. Q 20.fiOM INLIOL$6.1.EXTERIOR PLASTER SCREED,SE'_DETAIL. � 21. G.I.rLASHINS ROOF TO WALL. v� l 22.6.1.FIASRHN05 AND SADDLE/CRICKET. ------------ 25.NT1R0YED 1f0RMINATION GAP MOTH SPARK NmRESTER MOM JPIMIWIM su ---------_--__--___-_-.-------.__ f I - __---------------- f 24.LIM OF NAPIAR CCLOW AR9R IN1BRlOR WALL. 4. _ ab.AGMAm WASOIRY WOM R iY RL�rIPO, *OTALL ❑ PBR N59E `^^ � `n X.LKHT19 ADOIE95 SIGN. 27.SHAPED FOAM CORBEL,SEE DETAIL. C9 S rn 26.SHAPED NOW GOR�'L,SEE DETAIL. O II T u Q q 2+I.WOOD POSH.SEE PLAN FOR SIZE. ~ n DS j- It 50.EXF05W HOOD BEAM. 51. MMl7FAGTURED COLUMN. 32.PRE AST CONCRETE COMPONENT/TRIM,SEE DETAIL. 53.DECORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. Z f'h PLR ri _-____- ----------------- 55.METAL RAILING, EEDEE ETIL. ----i-------rM�==s��ry--------- - - 'S5.WOOD RAILING,SEE DETAIL. � TOP FLT. ----------------- I I.=======a I TOP PLT 56.DECORATIVE METAL,SEE DETAIL. cc --_----__---JJ=---1J-__------ I L P_%THRICJR PLASTER fRLSGE55,5ff ELEVATION FOR LOCATION, 1 1 t=======a I DEPTH AND SIZE OF FINISHED OPENING. I r_u----___j I 36.6.1.SCREENED AND LOUVER®'GABLE END VENT',SEE ELEVATION FOR VERT SIZE AND LOCATION.SEE REOUIRE7 ATTIC,VEwnLATION S o 5- CHART FOR.MORE INFORMATION.HH 39.CHART FOR D RE IN MR VENT.SEE REQUIRED ATTIC,VENTILATION _ �-------- - -- -- ----- - CHIART FOR MORE INFORMATION. 1" _ _�I 40.DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEV.FOR 4 --� �m SIZE AND LOCATION. �� 2 _ 41. 6.1.GUTTER AND DOWNSPOUTS,GUTTER LAYOUT AND DOV115POUi LOCATIONS TO BE FIELD VERIFIED. ---------j i 1 42.ADHrL'RED SYNTHETIC,STONE VENEER BY EL DORAGIO, Lai 43.ANCHORED MASONRY VEER.SEE SLAB INTERFACE PLAN R (a I, 11 FI PLR EXTENT OF TOE FOOTING.SEE SLAB INTERFACE PLANJ. ¢ _- ----------- ---------i-----L------_- ------------- --P- - -_ 44,LINE OF♦2'WAINBGOT.SEE ELEVATION FOR HEIGHT. cc ¢ 45.LINE OF WAINSCOT FURRING.SEE ELEVATION FOR HEIGHT.SEE `7 SLAB INTERFACE PLAN FOR MORE INFORMATION. o S µ 46.6.1.RESLET FOR COLOR GOAT CHANGE. f� 41.MECHANICAL TUB A ASS PANEL,CORROSION RESISTANT,VERIFY 4' SIZE AND LOCATION.PAINT TO MATCH STUCCO COLOR. LEFT 46.REPEAT DETAIL AT OPPOSITE SIDE OF OPE INS. 49.14'xb'6ARA6E EXHM)ST VENT.SGMENED AND LOWERFD. x,v.S w••Iw• EXTERIOR FINISHES „4; )0000()OO= A. ALL EXPOSE PLYWOOD TO BE EXTEROR GRADE. B. ALL EXPO5ED HOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND pale:00-00.15 CORBELS TO 13E'RESAW"AND SHALL BE PRIMED ON ALL SIDES PRIOR TO IN5TALLA7I0N/A55EMBLY. G. ALL E)cPOSSW POST TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' CONNECTORS WITH A TEXTURED BLACK PONDER COAT FINISH. I BLDG.0M r. Ob/73l2016 D. EXTERIOR PLASTER FINISH: a CLIQR Obl9O/3016 E. TYPICAL SIDING TO BE: IAME5 HARDIE LAP SIDING,NOR-405 E)R05URE:v BLOB.DEPT. OT/96/'OI6 FINISH ROOF PLAN NOTES wx � .i INDIGATE5 4,12 SLOPE UNLESS NOTED OTM6Rw ON ROOF AN6F, INC. Ott�E "�� OGIATES, A. TYPICAL ROOFING TO BE CONCRETE FLAT TILE ftev`q' TT FA%- DY EAf4J:FJ�RAWO(GLA69 A RATED)OR APPROVE? ATE erenr'P- ° 5 ed for, am9(MAX LOAD OF 10 LDS gY r Authorizaho PI9R SG7YRE PORT). plans have be d u li ding PeTmrc.% - B. AL ROOF OYBv+ l6 AT RAKE CONDITION T IOSbl�oa `u NOW OTNERNSE ON HOOF PLAN. hereby 9 I aPP'� le �' it ba`ed on C. TYPICAL ROOF OVE¢HAN6 AT SAVE CONDITION TO 90rcu� eta Permoonstru='I `o 18'x54' NOTED OT E RAISE ON ROOF PLAN. or re - ; roe be OPTS b`IT i TrM aroval of t e _ REQUIRED ATTIC VENTILATION , HEEL HEEL HI i HEEL ATTIC,VENTILATION CALCULATIONS PER GIRL.R606.2 A . --_- _--- Y ------ -----___--_-_ Y ------- -- ----- .r-------------- I �------.- ------.---._..- B. DA. VIDE BT'aoD ANDAND NUL MGJAOM )TPLY BY 144 TO GALGIILATE 14 I �F- aj REWIRED MIN NET PREE VENTING AREA IN SQUARE WAVSS.ATOTALOS DS ELEAST 40%AND NO MORE THAN 50%OF THE REWISED VENTING AREA`SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE THAN �'5 FEET VERTICAL BELOW TE RIDGE OR HIGHEST POINT OF ROOF WITH BALANCE OF VENTING PROVIDED BY EAVE/LOW VENTS OR IN CLIMATE ZONE514 AND 16 A CLASS I OR II VAPOR RETARDER SSHALL 3� r BE INSTALLED ON THE WARM-IN-WINTER SIDE OF CEILING. . DIVIDE A.BY 150 AND MILTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED MIN.NET FREE VENTING AREA IN SQUARE 1250 CORONA POINTE COURT INCHES.(VAPOR RETARDER NOT RCY:111TTlFD AT CLIMATE SUITE fi00 ------- --- -- -- PI ----- F FI N9.R. -_----)------__-- F1 ZONESi14 AND 16). CORONA CA92879 ---- --- - ------------------ ------ ----- - w ______________________ __ TOP PLT _-___ TOP PLT TOP FLT ---I"CONDUIT TO POI^ER TOP FLT PH:(951)42N-4400 --r--PA EL-FROM SOLAR----------------------------- C. TOTAL 5011ARE INCHES OF NET FREE VENTILATING AREA PROVIDED o PROVIDE LINE FOR . ❑ PANELS ON ROOF BY GABLE END ATTIC,VENTS.(SEE ATTIC,VENT CHART FOR FREE i FUTURE HOT WATER AREA) El a D TOTAL 5GUARE� T NET TREE VENTILATING AREA MOVIOW AURA --------- --- -- --- --- -------- --- -- - --- ---- -------- _ _ , --- ------ --- ------ ----------- -- -1 -- - ----- - -------- ,, sY mom AR Y Nam.(m AmG vwr GNvwr FAR mm 777 r Tr q t" c7 4 2 y J it �H .MI/N vllNr �L .Lmw Derr �-AwEA/IfO vflNr AT CIANY9l1 M�1.i�A-2[) ii¢SS ¢�1 3R E. TOTAL SWAM HICAES OF NET FlREE VENTILATiN6 AREA PROVIDED O BY UNDER EAVE VENT BLOCKS.02 SG.IN OF PR=AREA MN.EA) PLAN /� q 44 )-I-V WT BLOCK AT TRIM BAY Mg-VW BLOCK AT R%-TM BAY PLAN 2 FI TO FI F. TOTAL SWARE INCES OF NE'T N12EE VENTILATING AREA PROVIDED. ELEVATION'B" ------------ --- -- -- -- ------- -- --- r----Y PROVIDE ALCF_55 AND VENTILATION FROM CALIFORNIA RIGHT A LEFT D D DA ! 14 14 GS 14 2 PRA+ED AREAS TO ADJACENT ATTIC,SPACES.RIEFeR TO D s N4 DA 3 14 �,--_-4' STRUCTURAL DRAWINGS FOR SHEATHING PENETRATIONS. - NOTE,FOR ADDITIONAL GENERAL ATTIC/ROOF AIR VENTING RISHT 2-15R16HT 2-5 RISHT 2 v SCAM V4',MO• x.,ua w•-iw• OWLS 114',M1O' RENiNIREhfEiTS REFER TO GEERAN-NOTE SINf£i5. . AT OPT.COVERED PATIO 4 DECK AT OPT.COVERED PATIO 11Nt PNO1ECi i11AlL COMPLY vn711 W7761t0Lt ulo 28 CaaTMICM METHOW"M ESTEEM YNINFNiE JDB NUMBER: 823-15015 EOOSM PEN r-P C.016TIGN R327.iff SHEET 113 COPTNIGHT ©2015 FOR A0010s111L NEONIlMBIR. W10EENIAN HAGONI 1UICHRU M �,-0• ,,,-0' FLOOR PLAN NOTES i/I4 I. 36'CLEAR REFRI6E RATOR SPACE.PLUME FOR HATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRI6ERATOR 2. 50'SLIDE-IN RANGE AND METAL EXHAM'T HOOD ABV.H/L164T AND FAN.(MIN.100 CFM.,MAX.S SOME,AND VENTED TO OUTSIDE AIR).3. PANTRY. 4. 70'BIIILT�OVBL MEMIGROWAVE 00 INATION. S RSK/ INTERIOR ELEVATIONS. �.E 4p, 5. 5'-0'PREfAB FIBt3R6LA55 TUB5HOVER WITH HATER RESISTANT w HAIN50OT TO 60'ABOVE DRAIN U.N.O.PROVIDE SHOHE R CURTAIN I4 ROD U.N.O. o��y� app 6. PRECAST SHOVER PAN.SEE PLAN FOR SIZE.TILE TO GO'ABOVE �j N13NN'�N' DRAIN UN.O. 1. SHATTERPROOF 6LA(5HOYER ENCLOSURE.SHOVER DOOR TO BE A MIN.2T CLEAR. 6. 102'MJIIATIC TEANOLfXa6 TUB/SHOM ER COMBO.(WALL COVE RINS5 To BE CEMENT PLASTER,TILE OR APPROVED EMAL TO 80'ABV. DRAIN AT SHOMERi OR TUBS NY 5HOMERS.MATERIALS OTHER THAN _--------------------_ 1 -J---------------------L--� 5TRUGTURAL MEMBERS TO BE M015TURE RE545TANT) I I 9. S MHM SEAT.SEE PLAN FOR HEIGHT. I I I I I 10. LINEN CABINET.SEA INTERIOR ELEVATIONS. H u II. BUILT-IN SHELVES BY OTHERS(6 SHELVES AT 20',16',12',12',12',12') 12. 12'X 96'X 22'RECTAIJSIAR TUB MITH TILE WUN5COT.PROVIDE MOTOR IN MINIMUM! �"/•� o I I ACCESS PAIR AT oPTIONAL SPA/�S E EATHRM.VEiOFY Sim I I I DINING I I AND LOCATION OF ACZE56 PANG. I I I 13. HATER HEATER B'VENT TO OUTSIDE AIR Q I I I I I 14. TEMPERATURE AND PRESSURE RL-LIEF VALVE. �"• I I I I I 15. TAWCLESS HATER HEATER PROVIDE FUEL GAS.INSTALL AND VENT 1.>L' LL I I PER MAN FAGTURER W REFER TO H.VA.C.DRAN65. LLJ - -- ------- --- --� H AND K.ASTE FOR rl. PROVIDE 16. PROVIDEHATERfTTY PAN WITH DRAIN BENEATH A%M WASHER. ----- 15. DRYER VENT MAX.14 FEET LE NSTH INCLUDING(2)90 DESIZE E __ - I BLOOM)PER CML.904.5. ca 19. 14'x6'6ARA6E EXHAUST VENT.SCREENED AND LOUVERED. r II 20.PLUMEDH6 HASTE DROP FROM ABOVE. 21. FAL.IN ATTIC.PROVIDE 30'X 50 CLEAR,ATTIC ACCESS PANEL cm �- I I I 1 11 I I (OR PER LML.404.10)PROVIDE FUEL 6A5,L16K AND 5HTCH. ER=_* MAST __- 22.22x50•ROU614 FRAMED ArnG A CE55 OPBUN S PER cRG.ROM 1. BATH iI I I I 24.LAME OOFF EXTERIOR DECORATIVE 6RUARD SEE E�An�FOR DETAIL. MASTER I I I GREAT TOP OF GUARDS SHALL NOT BE LESS THAN 42'IN HEI6HT.OPEN - -�'i i i I I ROOM GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL BEDROOM I c err I ply O i i i I I PATTERN +5PER THAT 1An12�4'IN DIAMETERt CANNOT PA55 c 1 O I 1 11 I I 25.DUCT CHASE.VE FUFY H ITH RVAC.DRAHIN65. d Oj0 i i i i I r.LINE OF CRIPPLE HALL AB SEE OViE:.S,RucTURAI Fxnr+1N6 PLANS. In W.LOCAnoN of WATESR CLOSET AT FLOOR ABOVE. I i i 24.DIRECT-VENT 5EAL®cot, a TION TYPE EXTERIOR FIR�LACE.SEE KITGF�N LAj I I I I \ PLAN FOR FPI ACE BOX SIZE.PROVIDE F6.,IGNITOR SWITCH, H{ -r DIRECT-VENT TERMINATION PER MFR.SEE MFR SPECS.FOR RAISED +---H CD I I 30.2x6S LAU. STUD 1_ I I t---T ---- sl. TOM'HALL.ISLE PLAN FOR HEIGHT. cn C> --�-Y -- �\ 32.DIRECT-VENT SEALJD COMBUSTION 7YPE INTERIOR FIREPLACE.SEE a.. > PLAN FOR FREPLACE BOX SIZE.PROVIDE F 6.,16NITOR SNITCH, BEDROOM 2 ' - - - - DIRECT-VENT TERMINATION MR M M SEE MFR SPECS.FOR RAISED ------ rEAJRTHH REAlIRE3-g{T'S. O I f 55.ELECTRICAL 5ERVICE PANEL.(SEE UTILITY P'LAU.SEE 6E3ERAL cc n 1 - - - - - - - - - - n n n NOTES FOR 64ROUNDING INFORMATION. I -- 34.IEHEL POST. O 35.FLAT SOFFIT.SEE FLAN FOR HEIGHT OR DETAIL ca :. ry ft.ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. oN � I 3l.LIRE OF FLOOR ABOVE. PEN TO 39.6+C.05ED ACCESSIBLE SPACE UNDER STAIR SHALL BE PROTECTED • 56.GAS METER LOCATION,SEE UTILITY PLAN. o MOTH 1/2.SYT.ARM BOARD ON ENCLOSED SIDE PER CAC.RS02.1. I I 40.42'HIGH 6UARD PER GAL.FM2.1. Q I --. _ - • ENTR 41. 54'-56'HIGH HANDRAIL ABOVE NOSING PER GRL.R5ll.TDJ. XXXXX XXXXX 42.LIE of ADHERED SYNTHETIC STONE VENEER SEE ELEVATION. U \ 45 L:E OF ADHERED MASONRY VENEER SEE ELEVATION. J ry STOR i I 44.LINE OF+2'HAIHSCOT.SHE ELEVATION FOR HE16HT. Date:00-00.15 i O 45.LINE OF HAIN5COT FURRING.SEE ELEVATION FOR HEIGHT.SEE SLAB INTE RANGE PLAN FOR MORE INFORMATION. REVISIONS r-77 ry I 46.DOOR OPBON65 BETMEEN 6ARA6E AND RIM40BCE SHALL BE j SOLID YMOOD D0 P ,NOT LESS THAN 1 516 INCH IN THICKNESS, BA. 2 I R ES ES A SOLID OR HONEYGOMBd.ORE STEEL DOORS NOT L.E55 THAN 1 5/6 INCHES THICA,OR 2O-MIWTE FIRE-RATED DOORS,EGUIPFED HITH 4 I I I SELF-CLASINS AND SELF-LATG+NN6 DEVICES.CAL.R3025.1. •r I / LOFT I ��� BEDROOM 3 - I I I 41.PROVIDE MIN.100 50.IN.OPENIN6 FOR MAKE UP AIR AT LA 4MY O I I Ii I I ROOM PER CML.3043.1. H 46.24•/16'TOMEL BAR-HST.54'ABOVE FINISH FLOOR. 49.TOILET PAPER HOLDER-HST.24'ABOVE FINISH FLOOR I 1 I 50.TOMEL RING-HST.54'ABOVE FINISH FLOOR 1F 51. UDBR COI.NTBR R[FF136ERATOWHEVB2AfGE COOLER.ry 52.FLOOR DRAIN. ------ --- 43.SHELF,SEE RAN FOR HEI6+iT 2046 SN_2046 5N. 2046 S.H. 4046 9L J - - - - 54.RAN RY SIN HEAD. FOB 1`�;�a'v. S _ 54.LAUNDRY SINK. � S.IN - -I r 4'-2' ,-0• 56'II'xrl'50APi5HAMtP00 NKhE. SCOTr Y �e S ~ DEN/OPT. s.LAUDRY SHELF-HT.60 ABOVE FINISH FLOOR z z g P o BEDROOM I I BB Q f -these Phaes codes ^ y 9 Py TYT Pend^9 LEGEND r I I r n 4 d BATH 3 POR44 INDICATES HALLS R15WIFN6 1/2'MlNlm - .Y ermit e. ,°_'', BOARD ON GARAGE SIDE OF HALL FOIU�IGY .,i -.f a P e z 4 SEPARATION PER GR.G.TABLE R302b. _nCe e': b issu` INDICATES(1)LAYER MIN.1/2'6YPS.M4 'Ni�, i., ry WFBM ATTIC OCCURS ABOVE GARAGE.1 A1T59r(I,tJ;.:AYM 4090 5L. 5/6'TYPE'X'6YP5UM BOARD AT GEILIN&i*eh k#&TAWJE R ROOMS 00CA ABOVE GARAGE.CRL.TAdUVIiIO Z:� INDICATES EXTENT OF COFFERED GEILIN6. HE 9g J S PLAN FOR HEI6HT(5). 11ev. INDICATESI-+Hd1R FIRE RESISTIVE HALL ASSEMBLY >� AT HALLS LESS THAN S'-O'FROM PROPERTY LINE PER HOH L My�p�Ic.7 6'-0 V2' 61-0 I/2• 4'-O• 2-2- GAG.TABLE R02.1(2).SEE DETAIL(S): sL,V2' 1 3'-6• 5'-6• s 6 2'' V2 1&-2• 12'-1• 6'-2• kw'-2• L 2W GENERAL PLAN NOTES A. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 5/6'THICK U.N.O.(SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE 1250 CORONA POINTE COURT S7'-0' S,-0• PEA 5OLT AT TOP OF INACTIVE DOOR, SUITE 800 B. ALL GARAGE SEDROCE DOORS TO BE HOLLOH CORE 1 5/4'THOK EXTERIOR GRADE.(SEE PLAN FOR SIZE). CORONA,CA 92879 G. ALL ENTRY RY DOORS TO BE SOLID CORE 1 3/4'THICK.(SEE PLAN FOR PH:(951)428-44M F SIM.AT DOUBLE E3JTRY DOORS PROVIDE DEADBOLT AT TOP AND SEGONi7 FLOOR ADt7rzN7UM G F I R5T FLOOR AD1)ENi7UM G ALL EXTERIOR RI 1RAGTIYE DOOR I D. AM.I.EXT8210R FRESHEN DOORS TO BE SOLID GORE 15/4'THICK.(SEA .LA.6 IIE'.I'-O' .ws ya+ne PLAN FOR FOR SIZE).AT DOABLE FRENCH DOORS PROVIDE AURA R@GR TO a*acl PLAN FOR REFER TO BASIC PLAN FOR DEADBOLT AT TOP AND BOTTOM OF INAC R.TIVE DOO E. BUILDER SHALL VERIFY WITH WINDON MAN)FACTIRER THAT ALL NOTES,DIMENSIONS,AND Mares,DIMENSIONS,AND PROVIDE 14'xJ5' ESCAPE OR RESCUE WINDOH5 HAVE A MINIMUM NET CLEAR OPENING AT CANYON HILLS PA-21) INFORMATION NOT 5HOWN HERE. 1NFORJAATION NOT SH"H£RB. (D 6RILJF ABOVE D�FOR OF MINIMUM NET C FEET,GRADE FLOOR .FT.THE SHALL HAVE A MAKE LP AIR MINIHAH NET CLEAR SHALL 2 '. 5 MI FT.TIME MIN NET CLEAR OPBONG FEIfi1HT SHALL BE 24'.THE MINIMUM NET GLEN OP[311N6 NDT14 SHALL BE 20•,VD THE BOTTOM OF THE CLEAR OPENING NO PLAN Z GREATER THAN 44'ABOVE THE FLOOR(LRG.R310.1).WNDOMISi NOT MEETING THESE RIBMIREMENT5 SHALL BE BROUGHT TO THE FIRST&SECOND FLOOR IMMEDIATE ATT1300"OF THE ARCHITECT. F. THE LOME5T PART OF THE CLEAR OPENING OF OPERABLE HIND006 ADDENDA"C" LOCATED MORE THAN 12'ABOVE FINISH GRADE OR SURFACE ESELOW SHALL BE A MINIMUM OF 24'ABOVE THE FINISH FLOOR WEN LPROVIDE I' OPERABLE SECTIONS E THESE WNDOMM5 ARE,%ATI37 T A THAN 2,9 UNDERCUT RC.UT AT 24'ABOVE THE FINISHED FLOOR THE OPBON65 SHALL NOT ALLOW DOOR FOR THE PASSAGE OF A 4'DIAMETER SPHERE.(GAG.R312-2.IJ MACE UP AIR THIS PROJECT SHALL COMPLY WITH MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE SAKE UP AIR" EIPOSUflEPEfl C.R.C.SECTIoxR327.SEESHEE7 G.3 JOB NUMBER: 02315015 AT LAINORY ROOM FOR ADDITIONAL REQUIREMENTS. COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS ELEVAPON/ROOF NOTES 11104 AREA 3 I. ZXb FASCIA,SEE DETAIL. { 2. 2X6 BARGE,SEE DETAIL.AL TH SHAPED ENDS, O _ _ F-------- - • • 5 RAFTER TIED TIRO 1M TET AILS NTPAGID FRAMER TE COORDINATE G ERS O NTH TRIJ55 ENGINEER 4. EXTERIOR RASTER OVER PAPER BACI®NTH NRE MESH. i 3:12 I S. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. I I _--_-_-_-- NOTE: T. EXTERIOR KNROIE 51DING,SEE EXTERIOR FIN151E5 NOTES. U ---------- ------------- r l FR 9R.WER/TMW M SHALL ADJUST TWYf - 16ZI 5. EXTERIOR 6RADE PLYWOOD SOFFIT. HEEL DEPTH TO ALIGN EAVE OF STeEPER 4. TONGUE AND GROOVE SOFFIT. AREA 3 ^B�• I PITCHED ROOFS MOTH SAVE OF ADJACSHT 10. SPACED%x 2 VERTICAL WOOD TRIM AT 6'O.G.OVER EXTERIOR I I LONER PITCH ROOFS. 6RADE PLYWOOD OR MDO.BOARD. I I I I I I L EXPOSED HUOD CORNER TRIM,SEE EXTERIOR FINISH NOTES. I AREA I I _________ 1 �+e' 2O 12. EXTERIOR GRADE PLYWOOD OR MDA.BOARD. I 6:12 I - -�--- ---- --, } R DJ IS 15. SIMULATED PRECAST FOAM TRIM,SEE EL EVATIOWDETAL FOR 4 R IT ACTUAL SIZE. I I I I _ TOP PET. 1 J: T DJ 15 T D5 TOP PLT 14. POAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. i I I _-_r_____-______r_____T_____� I ---- ----- ------- ----- --- --- -------- - 15. EXPOSED HARDIE TRIM,SEE ELEVATON/OETAL FOR ACTUAL SIZE. -_ i i i i ( Ib. BUILT•iJP'GLRVED'PLYWOOD TRIM OR MDA.BOARD. ` �, o _L_____-______1-----�-----aBlmLpm Lie 1 I 1 I I rl. FIXED 5M1TTt3l5,SEE ELEVATION FOR SIZE. i AR ZO I I______i ( ® 16. POT5HELF,SEE DETAIL. --- _----- 11 ROOF � !'�-/� ( TYP. 1 ---1 MO 5O.P,rJ____I ---1 I #0®F LIE _ • � D � , Xi. PROVIDES FLASHRN6 AT ALL TEREXP SCREED, WOOD TRIM. R O f� c 1 I 1 1 I I 20.GONfINi01Y G.L EXTERIOR PLASTER SCRt�D,SEE DETAIL. 4 r_ t-__ i lw'69-i-----i--- y I 4 ° AT OPT.CLO D PATIO E DECK �o•••I o• I DJ ---` _-- - ---- _- •1 - - 21. 6.1.FLASH N6 R00F To WALL. LL -; 4 1IC ----- JET Q 22.6J.FLA6HIN6 AND SADDLE/GRICA.'E'f. v 2S 11 YYP. I �-i i-t J--4 >=-i I ----- - - FI WAGS N1H lIPAPK N�T3R PROM LL' J Mom +► ^ 4 I ILING 1 I"CONDUIT TO 24.LINE OF WTMR W CE OR 1011 IUM WW_. S I I r'POHER PANEL y,� OPT. P �.,IW min IMiONRY` R K ,Ni5TN1 -------------------------- ---------- ------------- -- MIAR r'--------- --- ----- D TYP. I cc TYP. I TOP -W FOAM C411120 PET. ------�H - TOP PLT 26.L.INITF3t ADOIE86 fIGIN. c6 I I RAKE I f' 2-1.SKM WE DETAL. vJ I:IZ AgeD --------- ib.SHAPED WOOD GGRBFL,fM DETAIL. co A� I ,�✓ I 24.KWD P05T(S).SEE PLAN FOR SIZE. ~ 7:12 I RxFF LINE LIIE , i _ •552.EXPOSED MANUFACTURED D IRETE I I r 52.PRE-CAST GONGIRE'fE COMPONENT/TRIM,SEE DETAIL. ----------------------- Ir AREA I }_ W DECORATED FALSE TL.E VENTS,sEE ELEVATION FOR LOCATION. 34.META_IRMLINO,SEE DETAIL. �. ry n I r 1 ~ 55.HOOD RAILING,SEE DETAIL. I I I �T 56.DECORATIVE METAL'SEE LOCATOR SEE DETAIL. INK v I I T.EXTERIOR RASTER R SEE ELEVATION FOR LOCATN, ,� AREA I ~--- -----t --- J 56.6:5G��FILE END VENT',SEE ELEVATION a I 6:12 I I ® FOR VENT SIZE AND LOCATION.SEE REQUIRED ATTIC VENTILATION m I I AREA 2 --B• II .�,. D1 EAVE 12 CHART FOR MORE INFORMATION.RMAINFORMATION.ONSCREENED R I I I Lou 54.6.I.SCREENED AIR VENT.SEE REWIRED ATTIC VENTILATION � a CHART FOR MORE INFORMATION. M 14 14 II W 5 14 5 14 40.DECORATIVE(FAL5E1 VENT/LOWERED BOARD,SEE ELEV.FOR l .Z- DD D4 S SIZE AND L.OGATON. �� 1 FRONTELEVATION _G 41. 6J.GUTTER AND FIELD VERI GUTTER LAYOUT AD DQNM5POJT LOCATIONS TO BE FIEND VBRIFlED. w 42.ADHERED SYNTHETIC STONE VENEER BY EL DIORADO,ER:1215. I.N } 43.ANCHORED MASONRY VENEER.SEE SLAB INTERFACE PLAN }� o f�00 PLAN 2-G ROOD PLAN 2-G FRENCH """W.I" 44.LIENEEOOF.2'KAAI ELOE FOOTINS SEE EVATION ATIONFORHE1� Fi AT OPT.COVERED PATIO 46.LINE OF WAINSCOT FURRING.SEE ELEVATION FOR HE 6HR.SEE cc up ---- -- ee:A�e:w•"ro• xAl.e.w•.ro• SLAB INTERFACE INFORMATION. 46.6.I.REGLEf FOR COLOR GOAT GHAIE+E. In ATTIC, VENTILATION CALCULATIONS 41.MECHANICAL AT ACCESS PANEL,CORROSION STLk"N RESISCOLD ANT,VERIFY R SIZE AND LOCATION.PANE TO MATCH STIKCCO COLOR ATTIC VENTILATION GALGULATIONS O�W4 UMAT'I"'WLAn0N'N0�S01AVVW"A`""01 WV 46.REPEAT DETAIL AT OPP051TE 51M of OPENING. 49.14'A'6ARA6E EXHAUST VENT.SCREENED AND LO'VERED. OOM W MaWW AM VWLAMW Wft FQt AEA VW I OMATlefW A B G D D PLAN EXTERIOR FINISHES Arno Iry Leo vweM eAVE Tara 'z-G' iai< PLAN e, • v va 5 a+Fri 15a W maw na to Eu de NU XJ000C DIM A. ALL E7�0'JED PLYWOOD TO EE EXTERIOR GRADE. _ ht.Fr) ($a N) Na M) Tea 1U 6&EU Oak) AREA-I I$ID re IaW wA rue-eeo w+ wA xo larALL EXPOSED V400D TRIM,PLYKOOO,SRP7Mt'5, AREA-1 I'DIL Iw+ wA (ue•xa WA atv Isar B. CORBELS IN LATIO01'ANDAND 51iA_I_BEBE PRIt4EDP ON ALL DES DMlti 00-g0-15 ' AREA-z * n wA ale-w WA ro �pC� PRIOR TO INSTALLATeDN/A96LN•HLY. A W-4 TD • WA (VeUM WA 'AO A�- d WA a161tl WA b xo G. Al EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTA.' TYPICAL ROOF DETAILS TYPICAL ROOF DETAILS GO EXTERIOR PS NTH A WISH:TEXTURED BLACK FONDER CHAT FINISH. I ---- �m�� J pave W TIE F0.lpr•G MOR 6TAIOAO C40M pb NN Rreerm ON AXF R.ItU pa131:To TIE FGLIOY•N MR WAVN COWTI 1•Wr PePMMWW ON NWF M1NV D. EXTERIOR PLASTER FINISH: 3 E. TYPICAL 51DIN6 TO Be:JAME'S HARDE LAP 510IN6,N ER-405EXPOSURE:b' (51D6.OGI•T. t77/26/2016 eROOF D 16 ROOF DECK ROOF D k ROOF DECK FINISH: _ DJ MATERIAL DJ DJ PENETRATIONS DJ MATERIAL DJ DJ PENETRATIONS ._. i1 ROOF PLAN NOTES ; ,dh�INDICATES 4.12 SHAPE UW.E55 NOTED OTfRMSE ON RIG RY'6�1 FA'_I.. A A. TYPICAL RO'OFIN6 TO BE CONCRETE 5' (M."'G9OTT LE(E to the , BY BA&Z P9R-MOO(GLA06 A RATED)OR APP�OvFD inherence I (MAX LOAD OF 10 196 Tans h z ba` 1 A-=lt 5ttc,n is These P codes ac' rd ending PER 4GLkkgm FOOT). IlcablI t a n Las.�gpp Is== B. TYPICAL ROOF OVERHANG AT RAKE GONDITON� EBE Iry NOTED OTERNSE ON ROOF PLAN. aPProval by all'aPP"°" remit ba`-'d c G. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12' - of a F' corstr�e•' �_ 15'x4b" NOTED OTERN5E ON ROOF PLAN. n, Issuanc . 14 `�� - � OPT.. REQUIRED ATTIC VENTILATION 1.4 1 ATTIC VENTILATION CALCULATIONS PER COG.RE061 fL)L1.lJV13 TOP PLT. I PET. I TOP PET. I TOP PLT A. ATTIC,AREA(SQUARE FEET) ,•� B. DIVIDE A.BY 500 AND MULTIPLY BY 144 TO GALCLLATE THE TOTAL 6 14 Db • I[i� FNif7� RC�IUIRH7 MIN.NET FRREE VENTING AREA IN SQUARE INCHES.AT I �r e 1 I LEAST 40%AND NO MORE THAN SO%OF THE REWIRED VENTING I r N1 I AREA SHALL BE PROVIDED BY H16H\dNTS LOCATED NO MORE THAN = FM.. D1 ZI •T F T i�� 21 5 FEET VERTICAL BELOH THE RIDGE OR HIGHEST POINT OF ROOF Ll NTH BALANCE OF VENTING PROVIDED BY EAVE/LOW VENTS OR IN q 4 ° 4 • ° 4 •I I r y J r ° CLIMATE ZONES 14 AND 16 A CLASS I OR 11 VAPOR RETARMIR SHALL ___________________________________ - }YC BE INSTATED ON THE WARM-IN-WINTflR SIDE OF CEILING. __________.___ ---- jl(DIVIDE A.BY 150 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL IRED MIN.NET FREE VENTINS f PLR• fl O - -- -__ f FLR FI INCHES.IN�APOR RETARDER NOT REWIRED AREA IN 1250 CORONAE 6�E COURT -- ------- --- - --- --- ---- - -- ------ ----------------- --- ZONE514 AND 16). CORONA,CA92879 w TOPPLE ----------------------- TOP PLT- - ----- -------- -- TOP I-LT- - ------------------------- -------------- -- TOPPLT PH:(951)428-4400 ------- G. TOTAL 5e21ARE INCHES OF NET 19Rff VENTLATNO6 AREA PROVIDry7 BY 6ABL.E END ATTIC VENTS.(SEE ATTIC VENT CHART FOR FIRM o a 17--�n EID VENT AURA -- ----- ----- :1'6A�'� • __ ROVIDED _ _ _ • it , D. TOTALS YGUA•REYGUIIRE MIG£5 OF ItT �T INS AREA�f�� I I II 1 TTIC VENT I I I I AM VIENTS.I>tEE t 4 I R Ir l j CANNY+vlxr ML' CLEW vary M•AIImA/w vwr �T CAMTOp I�Lt 1'A-!D ��•• Y��IT _r IgL T E. TOTAL SGIJIiRE INCHES OF NET FREE VENTLATNl6 AREA PROVIDED iiSf J if .J sN it it BY UNDER EAVE VENT BLOCKS.(I2 50.IN.OF FIB AREA MIN.EAJ PLAN n •VEW BLOCK AT TRIM BAY MM-VBtr BLOCK AT RAFTER BAY r� L F1 F. TOTAL SGUAM INCHES OF NET FREE VENTILATING AREA PROVIDED. ELEVATION"C" -- --------- - - - -- r--t/ PROVIDE ACCESS NO VENTILATION FROM CALIFORNIA FRONT dN REAR ELEV. II 14 5 S 14 B 14 5 5 14 OPT.1 11 14 14 FRAMED AREAS TO ADJACENT ATTIC SPACES.RemR TO A ROOF PLAN D. DZ DA i - STRUCTURAL.DRAWIN65 FOR SHEATHING PENETRATIONS. w R.r/A R �-G REAR �-C REAR �-G NOTE:FOR T5 Ker NAIL GENERAL NOT/ROOFSHEETS. . v13dTIN6 AT OPT.GO\/ERED PATIO 'c"'t'"'''1O AT OPT.COVERED PATIO t DE GK ecxe ur.Iw i�7L�1jW RFaNnREMENrs IR�ER ro 6ENNaRAL NOTE SHEETS. 2,10 TINS PROJECT SNAIL COMPLY WITH MATBMU MO COMITINUCRON Mrnm FOR BaaW MIIDRRE JOB NUMBER: 623-15015 WONINIE PER 01.C.NiEC110N Ig27.IEf SHEET 113 COPIWONT ©2115 FOR ANNT'ON"L REINNNEWENTS. IASSENIAN LANNI ARCHITECTS ELEVATION/ROOF NOTES 1. 2X6 FASGIA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. 5. 5xb EXPOSED RAFTER TAILS WITH SHAPED ENDS,SEE DETAIL.ALL * b� RAFTL'R TAILS TO BE EQUALLY SPACED.FRAMER TO COORDINATE ��G�` gRSK/ Nbp WITH TRU55 ENGINEER. J 4. EXTERIOR PLASTER OVER PAPER BAC4<W WITH WIRE MESH. 5. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. N Fi5 6. ICOAT STUCCO SYSTEM T. EXTERIOR HARDIE 510I1,16,SEE EXTERIOR FIN151dS NOTES. 5. EXTERIOR GRADE PLYWOOD SOFFIT. 9. TONGUE AND 6ROOVE SOFFIT. 10, 5PACED 9%x 2 VERTICAL.WOOD TRIM AT 6'O.G.OVER EXTERIOR GRADE PLYWOOD OR MDA.BOARD. 11. EM-05ED WOOD CORK R TRIM,SEE EXTERIOR FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR MDA.BOARD. 13. SIMULATED PRECAST FOAM TRIM,SEE ELEVATIOWDETAIL FOR - - 16 21 ACTUAL SIZE. 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 15. EXF05W HARDIE TRIM,SM ELEVATIOWDETAIL FOR ACTUAL SIZE. 16. BUILT-W'CURVED'PLYWOOD TRIM OR M.D.O.BOARD. I 2 IT. FIXED 9MITIEM,SEE ELEVATION FOR SIZE. G summul 16. POTSHELF,SEE DETAIL. CC y o A. PROVIDE G.I.PLA5WN5 AT ALL EXPOSED WORD TRIM. N� 20.GONTRWILIS 6.I.EXTERIOR PLASTER SCREED,5EE DETAIL. Q 21. 6-1-FLASHING R00F TO WALL. © s 22.6.1.FLASHING AND SADDLE/CRICKET. �' tL Top ELT• TOP PLT •� 25.A VVDVED T"WWATION GAP WITH 1SPARK ARRESTER FROM LL, _- - ---------------------i--------------- _. FMETLACE MANIFACTNNEIR. I I M.LINE Or NCWJM ML"OR MTOW R MALL. i.AD{R1RED MA60NRY M.miR W IL!/AAOO, INSTALL 26.LIiH1 AVORE56 SION. ❑ I ® � � cc LD 2T.SHAPED FOAM CORBEL,BEE DETAIL � a I 26.GKAPED WOOD C 010EL,GEE DETAIL co . }� 24.WOOD P05'15).SEE PLAN FOR SIZE. ~ Y n n .6I 50.EXPOSED HOOD BEAM. r j l i S 51. MANUFACTURED COL" . I I 52.PRECAST CONCRETE COMPONENT/TRIM,SEE DETAIL. I 55.DECORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. W PLR n i 54.META-RAILING,SEE DETAIL. I -- - ------- RIC ------------------- 1--------y-M����..qR---------------- --_ 55.HOOD RAILIN6,5EE DETAL. TOP PLT. 1 L--m»--J I . TOP PLT 36.DECORATIVE METAL,SEE DETAIL. � U ----------------------------------------'I'I----'I'N-----------.-- I T�:���--:T I -- 51.DEPTH PLASTER RINISHE,SEE ELEVATION FOR LOCATION, I I------= I OET'TN AND SIZE OF FINISHED OPENINN6. d U T_LJ_______J I W.6.1.5GREEHED AND LOUVERED'&ABLE ENO VENT",SEE ELEVATION a j T-J FOR VENT SIZE AND LOCATION.SEE REWIRED ATTG VENTILATION m IL T-� I CHART FOR MORE INFORMATION. __ __ _ r-------- i 59.6.1.SCREENED ROOF'AIR VENT.SEE REWIRED ATTIC VENTILATION __ _________ _ �, . _____ _______________________________________ _r��y--------------1____ - CHART FOR MORE INFORMATION. cc o- I -� 40.DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEV.FOR w Q ==_a___� I i 4 R SIZE AND LOCATION. 2 Q 6-------� I = O 41. 6.1.6VTTER AND DOWI5POUT5,6URER LAYOUT AND DOP#6POUT JI LOCATIONS TO SE FIELD VERIFIED. , 42.ADHERED SYNTHETIC STONE VENEER BY E-DM..PSR42.- ' ■LA _ I 43.ANCHOR®MASONRY VENE13t.SEE SLAB INTERFACE PLAN EXTEW OF TOE FOOTING SEE SLAB INTERFACE PLAW. -� PI PLR -- -_-------_ ---------------- --------- -------_----- -- PI 44.LINE OF-2'WAINSCOT.SEE ELEVATION FOR HEIGHT. cc 45.LINE OF WAINSCOT FURRING.SEE ELEVATION FOR W&HT.SEE `7 B B SLAB INTERFACE PLAN FOR MORE INFORMATION. p DS D2 14 46.6.I.RB6LET FOR COLOR GOAT GRANGE. co 4-1.MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT,VERIFY Q R LEST -� SIZE AND LOCATION.PAINT TO MATCH sTPENIN DOLOR. 40.REPEAT DETAIL AT OPPOSITE SIDE OF OPEWN6. M.14'W 6ARA6E EXHAIST VENT.SCRM5£fl AND LOWER®. lGldl W'-ISO• ' EXTERIOR FINISHES X)OOa A. ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. B. ALL EXPOSED WOOD TRIM,PLYWOOD,94mmS,POSTS AND ONN:00-00-15 CORBELS TO BE'RESAWR'AND SHALL BE PRINK ON ALL SIDES PRIOR TO I1,15TALLATIOWA5SEMBLY. G. ALL EXPOSED P05T TO BEAM HARDKARE To HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED N9FeW ENTAL' CONNECTORS WITH A TEXTURED BLACK POYOER GOAT FINISH. 1 ELPETIT.D6.PETIT. 06/25/2016 D. EXTERIOR PLASTER.FINISH, I CLOW 06A0/7g6 E. TYPICAL SIDING TO BE,JABS HARDIE LAP 50I1,16,NER EXPOEARE:6' - ELG6,Oarr. 0146/9" FINISH ROOF PLAN NOTES IM4 ,db.INDICATE5 4,12 SLOPE LW ES NOTED OTHERWISE ON ROOF p ES,I � A.. TYPICAL ROOFING To BE CONCRETE 5'TILE(B-EV'c'c;�T i FATa 6LE eW-NOD(CLASS A RATED)OR ECiIALadeLOAD OF 10 LDS gY QILARE POOT). These Plans ha.sba fe e ��f Apem",aL��d,° IIdm9�s�Ap AL ROOF OVERHANG AT RACE CONDITION Tgpp�i§� Is ° 89 NOTED OTHERNSE ON ROOF PLAN hefeb�Y.�1J �yl_i a�P�P�l`.c• i Tn r � G. TYPICAL ROOF OVERHANG AT SAVE CONDITION TOIDE°TZ I1N4.ESS ° Of 8 Pefmlt baps, i B'SO4' NOTED OTHERRWISE ON ROOF PLAN. or " n .'1 not HEEL �a REQUIRED ATTIC VENTILATION'fe a` - ----__---- I --- ------ ATTIC VENTILATION GALGULATIONS PER C R C.RND06 PLT PLT .2 TOP PLT. I - ------------------r------------------- TOP MT A. ATTIC AREA(SQUARE Tj1IrR r-I B. DIVIDE A.BY$00 AND MILTIPLY BY 144 TO CALCULATE THE TOTAL D! DD 14 I I`Tf�� F 7� R52ARED MIN.NET FIB VBRTIN6 AREA IN SGNI/NE INC IE5.AT 1 y R l I LEAST 40%AND NO MORE THAN 50%OF THE REGORED VENTING I/(ri ll l I AREA SHALL B RE E PROVIDED BY H16H VENTS LOCATED NO MO THAN I'�' I I%f �ll I •a POINT OF ROOF WIT BALANCE OF VE TIN&PROVIDED BY VERTICAL BELOH THE WD6E OR IEAVEI&IEST LOW VENTS OR IN , F q F% C IIILLL CLIMATE ZONES 14 AD W A CLASS 1 OR II VAPOR RETARDER SHALL -- ISO 111 I LY Y� BE INSTALLED ON THE WARM-IN-WINTER SIDE OF CEILING. DIVIDE A.BY 150 AND MLLTIPLY BY 144 TO CALCULATE THE TES REG(VAPOR RMIN�F�� AREA IRED AT LIMATE RE 1250 CORONASUITE 6007E COURT ---------- --- -- -- q.N.PIIJIL ---------- - ----- PI PLA --- e__ ------ ----------------- ------------------- ---- - ZONES I4 AND 16). CORONA,CA 92879 TOP PLT TOP PLT TOP ELT. r---I"CONDUIT TO POMER TOP IMT---------------------- -- -------- --- - ------r-�AHONDUIT TO DCAR - ---------------------- -- - G. TOTAL 5WARE INCES OF NET TREE VffMLATNB AREA PROVIDED PANELS ON ROOF BY 6A3LE END AT71G VENT'.(SEE ATTIC VE RT CHART FOR FREE PROVIDE LINE FOR AREAJ I FUTURE HOT WATER ❑ ❑ -GABLE aw VENT I SOLAR » -- -_--- -- --- -_-- -- ----- _ it ' 1-'-�•--- --- -- -- -- - ----- - -------- D. TOTAL SWAM NRGMCS of NEE FREE vWlLATN6 AREA PROVIDED AURA -------- ---- -- - - ------- - �_ >r N100f AIR VC1R15.�ATTIC weRT cNARr FOR.F.Eff ARFiV I�,L,a nJ 4 IE r H -w1GH VWr W.LaW%-BHT M-MMA/00 YEW AT CANIM 00"PAID R S 11�11 u E. rorAL spIARE INGC-�i of NET FREE VE ITILATIN5 AREA PROVIDED O BY UPDER EAVE VENT BLOCKS.(12 SQ.IN.OF FREE AREA MN.EAR EE CI-VeNT BLOCK AT TRU55 DAY Q WENT BLOCAC AT RAPTOR DAY PLAN 2 PI FI LR TA F. TOTAL 561UARE INCHES OF NET FREE VENf1LATUNS AREA PROVIDED. ELEVATION"C" - -- - ---------------------- PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA RIGHT A LEFT b S 14 14 11 FRAMED AREA5 TO ADJACENT ATTIC SPACES.REFER TO - D.4 5 14 G 5 14 DA D y STRUGTLKoAL DRAYUN65 FOR SHEATNIN&PENETRATIONS. w R16HT 2-G RlrvHT 2-G W&HT 2-G 2,10 '�NOTE,FOR ADDITIONAL 6EN AL ATTIC/ROOF AIR VENTINGRGML WI'-O' ec+a:•vs••ro• N0"II4'1%W RE(iNREMETR5 RBT:R TO 6EERAL NOTE 5FEE75. AT OPT.GOVERM PATIO 4 DECK AT OPT.COVERED PATIO 1w>s PRp1fCT iE114L cdrPLr NNT11 wTBwLN IINI CONSTIIUCTIN YETHM FUN p(TEN N NNNDFINE JOB NUMBER: 023.15015 0310 URE PER CAL SECTKI N F027.SEE SHEET 6.3 FOR AOOTTHAW RE01MIN7 BIM. SENIAN LAO 7NHI NNEEENNM U1001d AICHffECTB SLAB INTERFACE NOTES IAA4 I. 56'5WAf&E CONCRETE STOOP. (SLOPE MIN.1/4'PER FOOT). 2. COWJMT'E STOOP,SEE PLAN FOR SIZE AND LOCATION. (SLOPE MIN.1/4'PER FOOT) pW 3. CONIGRETE PORCH/PATIO. (SLOPE MIN.I/4•PER FOOT). 6 G EPSK O 4. 96'WIDE CONGREiE WALK. 5. PROVIDE CONDUIT UNDER SLAB FOR ISLAND COUNTER ELECTRICAL. 6. PROVIDE WATER LINE SLEEVE FROM KITCHEN SIWC TO REFRI6.FOR ¢ uo ICE MAKER c T. PROVIDE TOE FTC FOR MA60WY VEHffi2 TYP. Oil 6. RA15M ENTRY,SEE PLAN FOR HEIGHT AND EXTENT. 13NN� y'�P �n GENERAL SLAB NOTES �M 0INDIGATE5 DROP IN SLAB �'-s• 20_, %// (SEE DETAIL) A. VERIFY MININAM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL EXPANSIVE 501L REWIREhENNTY WITH THE SOILS Cam" REPORT. +? B. REFER TO 5TRUCTURAL ENSINEE RING DRAWIN65 FOR INFORMATION NOT SHOM HERE. = C. FOR HARDSCAPE INFORMATION REFER TO LANDS,-APE PLANS. W- 16'3' D. COURTYA IV5: PROVIDE P051TIVE DRAINA6E AWAY FROM W EULDIN6(5)TO SLRFACE AREA DRAINS. �—• E. COURTYARD DRAIN LOCATIONS TO BE DETERMINED BY VVIL i 2'�' il'-II' 2'-0' 2'-6' II'-II' 2'-0' EN&INEER. SEE PRECISE 6RADIN6 PLANS FOR LOCATIONS. �!l "'• ..: F. WHEN REQUIRED BY 501L5 EH61tEM OR OTHERS,TIE COURTYARD DRAINS AND ROOF DORef OLITS INTO SITE AREA DRAINS. J i i —T ————————— ———— -- cm 1" JI I I / �J I WHEN MOUNTING THE GARAGE I I DOOR TRACK FLRR WALL TO CONCEAL CURB WHEN NECf5SARY. c DO NOT CHHP CONCRETE CURB II,-10, 11 I �9 cc LJ 1=l p 5 w r I III ' m oLL ■ CL. I H - ------- n - " " III a 2 } _ ---- ------ -- A— cal #� I I I T 1 I 1 Li pLLJ CA 6' ND CURB COITION 6•CURB CONDITION cc Ds GENERAL INFORMATION AT GARAGE DOOR Ks o II II CONY.SLAB FOR 00; 00; i 00; i i — TRASH INNS.PER CITY OF LAKE I OO; OO, 00: ELSINORE STANDARD; I XmX XXXXX Q I Q Dale:00-00-15 ' REVISIONS II CAJERr OWSO/am FWT L- Cf 0 x VARIES r7 DS T El s OPT. COVERED PATIO OPT. GOYEREP PATIO PV OPT.SLIDER AT GREAT ROOM W/OPT.GLIDER AT KITCHEN n - _----�,ssl�- A, INC. 16'-°1/2' 20'-S 1/2' ''k Fo:. . ';35 CI I/2' O f rence?on i5 6BRE66 BY 1�ns Y.._,.:beer:': I,i c rpendin9 1 These P" Id Q D3 O hePelbY gran.- .." -a a n s It don v — " aPProval by 2,i aFF;,:' { permcon tr i. '6 Tt:e Iseuaonothe - i r ft&%eHomes t - 4 1250 CORONA POINTE COURT SUITE 600 CORONA,CA 92879 PH:(951)4284400 0 � s 2'-0' b'-0' '-b• g• 4'-11' 2'-214• 16'-2• '-2 S/ AURA 11'-0• sr''-,A 2o'r AT CANYON HILLS PA-2D sT'-0• PLAN 3 SLA5 INTERFACE PLAN A SLAB INTERFACE SEE ADDENDA FOR PLAN PLAN CHANGE PER ELEVATION. g 3.1 JOB NUMBER: 023-15015 - COPYRIGHT ©2915 BASSENIAN LAGONI ARCHITECTS SLAB INTERFACE NOTES OM I. 56'SGUARE CONCRETE STOOP. (SLOPE MIN.1/4'PER FOOT). 2. CONCRETE STOOP,SEE PLAN FOR SIZE AND LOCATION. (SLOPE MIN.I/4'PER FOOT) 5. CONCRETE PORCH/PATIO. MLOPE MIN.1/4'PM FOOT). h�G�EPSK/ O 4. 56'WOE CONCRETE WALK. 5. PROVIDE CONDUIT UNDER SLAB FOR ISLAND COUNM ELECTRICAL w y 6. PROVIDE WATER LINE SLEEVE FROM KITCHEN SINK TO REFRIB.FOR �, "a o ICE MAKER Z w 7. PROVIDE TOE FTC.FOR MASONRY VENEER TYP. 6. RAISED ENTRY,SEE PLAN FOR HEIGHT AND EXTENT. 5 GENERAL SLAB NOTES e ,%/ �/ ES INDICAT DROP IN SLAB (SEE DETAIL) A. VFY MINIMUM FOUNDATION DEPTH, WIDTH, REOFORCING STEEL -ERI AND ADDITIONAL EXPANSIVE SOIL R501REMENYS YOTN THE SOILS CG REPORT. a. REFM TO STRUCTURAL ENSI EERING DRAWINGS FOR INFORMATION NOT SHONN HERE. O C. FOR NARDSCAPE INFORMATION REFER TO LMDSCAPE PLANS. U.Lai D. COURTYARDS. PROVIDE POSITIVE DRAINAGE AWAY FROM MLDING(S)TO SURFACE AREA DRAINS = #-- E. COURTYARD DRAIN LOCATIONS TO BE DETERMINED BY CIVIL i ENGINEER. SEE PRECISE GRADING PLANK FOR LOCATIONS. �l l e2 11 F. NFEN IM BY SOILS ENGINEER OR OTHERS,TIE COURTYARD ��// �S V V DRAINS AND ROOF DOWISPOUTS INTO 54TE AREA DRAINS. J ■ r W HEN MOUNTING THE GARAGE DOOR TRACK F11TlR WALL TO CONGEAL CURB E TE CHARY. L04 rn DO NOT CHIP COMPETE G1RBcc �+ �+ { I n - W 0 iv i0 it cc o G x ) 6 6 CW t rCa L 6'cam COHDIjQN b'CURB CONDITION cc N1 GENERAL INFORMATION AT GARAGE DOOR cc c r xxxxx xxxxx Dale:00-00-15 ❑ Y n 4 '^ REVISIONS — CLIENT o6i5Dr1oH6 51-6' 2'l 11/2'4'-6' 4 y-5, I' •I Lb 5/4' I6'-2• '_2 5/ ' I' 4'-0' I 1'-6 4' 16,_2• '-2 S/ 1 17'-101/2' W-I I/2' I 10'-41/2' z 6'-b' I9'-II 1/2' 67'-0' SLAB INTERFACE AMC)ENMUM G SLA5 I NTERr-AGE PLAN B srxG w+iw ...... .rxa w•.�w- REN'EI!TO BABIG PLAN FOR wM TO BASIC PLAN FOR NOTE6,DIFENSIONS,AND NOTES,ATION NOT S AND INFORMATION NOT SIHOWM FBiE. INPORMATION NOT SNOMN FAME. FO, T ISSUANCE INC. Homes GSCCf..�c S, SCO'fT F -- __DA7 E_---�— fiese plan "'=',ved for.dherence to t is he applicable codes anc :rdmanca.Apermit Pe�ndmg hereoy granted to 1"` age c;a,.p 1250 CORONA POINTE COURT ie approval Y sll appi.r L-•••Y SUITE 600 .,,�: c? a permit ba:"d on The Issuance or - y- e,raeC:n CORONA,CA 92879 a c��ro�al of thnGe _ PH:(951)428-4400 AURA AT CANYON HILLS PA-21) PLAN 3 SLAB INTERFACE ADDENDA"B"&"D" 3A uJ -1 JOB NUMBER: 025-15015 COPYRIGHT ©Y015 BASSENUUI UMNI ARCHITECTS FLOOR PLAN NOTES IA14 I. %'CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. VERIFY HOTH AND DEPTH IF BUILT-IN RERJOE¢ATOR 2. 30'SLIDE-IN RANGE AND METAL EXHAUST HOOD ABV.HV LIGHT AND G E G S. PANTRY.SEE I GNTERIOR ELEVATIONS.A�VETNTED TO OUTSIDE AIR). G� ESKI HU�60 4. 50'BUILT-IN OVELMICROWAVE COMBINATION. 5. V-O•PRE-FAB FIBERGLASS TUBJ5HOPER NTH WATER RESISTANT L) WAJNSC.OT TO 60•ABOVE DRAIN U.N.O.PROVIDE SHOPER CERTAIN 5. 1 1 I ROD UND. p 5; o �C �'�• 1 =.(' 1 16�' 1 20,--y• 1 6. PRE-CAST SHOH3R PAN.SEE PLAN FOR SIZE.TILE TO 60'ABOVE 13NNaY'yAP DRAIN UND. dOIT T. SHATTERPROOF CA A55 SHOVER ENG ER L05LRE.SHOW DOOR TO 13E II'-10' 4"" 10'-0 1/2, 10'-5 1/2' 41-9 VW 7'-I 5/4• 101-5 In' 101-5 In' A MIN.22'CLEAR. 6. 102.AGEMTIG TECHNOLO 1ES nIB/SHOYBR COMBO.(WALL COVERINGS 70 6'-0 9/16' W-q 4A6• 2'-4' 2'-S' BE CEMENT PLASTER,TILE OR APPROVED E:G7UAL TO 60'ABV. DRAIN AT SHOHBRS OR TUBS HY SFHOH ERS.MATERIALS OTHER THAN STRUCTURAL MEMEIER5 TO BE MOISTURE RESISTANT) q. SFDHER SEAT.SEE PLAN FOR HEIGHT. 10. LINEN CABINET.SEE INTERIOR ELEVATIONS. 11. BUILT-IN SHAVES BY OTERS16 SHELVES AT 20',16', 12. '12'X 56'X 22'RCLTANSU.AR TUB WITH TILERKL HAOT.PROVIDE MOTOR IN ACCESS PANE AT OPTIONAL SPA/M'DROMA56R6E BATWL135.VERIFY SIZE C= S 60,16 SL. 6046 SL. 6050 SL. 6050 SL. AND LOCATION OF ACCESS FA EL. ______ _______ ____ .. __. 13. HATER HEATER'B'VENT TO OUTSIDE AIR r _r--------------�- 14. TEMPERATURE AND PRESSURE RELIEF VALVE.r T I x i T I I x S IS. PER MANIFACTURER P TO ROVIDE V L.DLRANN&S. AND vENT 1�I n I I 0 iv nI Ir I I OPT. t1 b to I6. PROVIDE WATER AND WASTE FOR WASHHER +•! c IT. PROVIDE SMITTY PAN NTH DRAIN BENEATH WASHER. \� r COVERED I6. DRYER VENT(MAX.14 FEET LENGTH INGLUPING(2)qO DEGREE co o' 'Lr C i j V-6 1/2' S'-2'6 i 5'�i' 1 '3'-II In' I 'Lv PATIO ELBOWS)PER CMZ.5045. ^� v O I I OPT. DECK I {, - - r I I 4'-1•STUCCO ue. al �' GREAT Iq. 14'x6•GARAGE EXHAUST VENT.SCREENED,AND LOUVERED. 20.PUNEWHH6 WASTE DROP FROM ABOVE. J o T I I 4 m ROOM 'fir 21. FAD.IN ATTIC.PROVIDE 50'X SO'CLEAR,ATTIC ACC PANEL L� H- - UD I I LMASTER I I p q'-,•CLG. (OR PER G.ML.404.10)PROVIDE FUEL GAS,LIGHT AND SHTCH. BEDROO p : �ppJ 22.22•x5o'ROUGH FRAM ATTIC AGGE55 OPENING PER C.JtL.R601.1. GL.fa I -j-IH ,4 q - 'f 25.LINE OF DECORATIVE FORGH RAILIN5.5EE ELEVATIONS. I -4 24.LINE OF EXTERIOR BALCONY GUARD.SEE ELEVATIONS FOR DETAIL. �,.. _ SL. .eL x. Fg TOP OF GUARDS SHALL NOT EE Lf55 THAN 42'IN HEIGHT.OPEN 'r rl Tom.CL. 5L.6L.OR Tp•R. V AT OPT. GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTALPATTERN S"THAT A SPHERE ' ADD(1)5040 5L.AT - - -. D3�-4--,t +42 THROUGH PER AL.10121. 4'IN DIAMETER CANNOT PA56 � '_ ; = OPT.COVERED PATIO _ T I I I I - .12060 6LJ�1QJLER DR.TEMP. AT OPT. t` 4 25.DUCT CHASE.VERIFY NTH RVA.G.DRAHNGS. d- V• t 26.BALLOON FRAMED WALL5-SEE STRUCTURAL FRAMING PLANS. 4'-10'iTn '-6 n I p5 i�I I I n - I I}44r-� tt TI.LINE OF CRIPPLE WALL ABOVE. ■ m 1 I I ry 26.LOCATION OF HATER CLOSET AT FLOOR ABOVE. 2S 41 ' 24.DIRECT-VENT SEALED COMBUSTION TYPE EXTERIOR FIREPLACE.SEE I W 3-y I I'-b• 9'3 1/2' W-4 V2' I' • 4'-5' Q q A PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.G.,IGNITOR SHTCH, � '• O 4 - 6 R P I __ I I I P - DIRECT-VENT TERMINATION PER rFR SEE MFR SN'EG5.FOR RATS® MASTER - T HEARTH RECLIRE•6NTS. z +W 1/4• I I 50.2.6 STUD HALL. I I 51. PONY WALL.SEE PLAN FOR HEIGHT. 7J n BEDROOM 3 © BATH _ 46e IN S I 4 i' S1 ioA`aT� 41 �+ e' H� 52.DIRECT-VENT SEALED COM 9UG`nON TYPE INTERIOR FIREPLACE-SEE a GL.6. 70Pr-I I ry I'GL6. n Ij t DS _� 0 l 2666 9'-6' - �I __ I I Q 0.T.1 IC,PT. - PLAN FOR FIREPLACE BOX SIZE.PROVIDE Fb.,IGNITOR SHTGH, s'-10`J/a• d' s'-3 vt• ,/2• 7'_I• �__- , I • '-u In• II' ��1 ONO' i I1�I ~ I :� DIRECT-VENT TERMINATION PER MF-R.SEE MFR SPECS.FOR RAISED II c IL'B I 2 ---+ I-r-_ I I DINING I u 41---- ; HEARTH REGUIREMENT5. ..L of 2 i O O 9'-I•GL6. I D 55.ELECTRICAL SERVICE PAWL-(SEE UTILITY PLARI.SEE 6EEitAL 25 xQ 21 D i. 0 p 4 I I I iv n NOTES FOR GRg1NDIN6 INFORMATION. cc t i SOLD BI-PASS dS II 1I� - ry I Q q'-I•GL6. 34.NEMEi.POST. �� o } I t 4 b'II' w 4'-I I• • 9'-II' I 16'-4' I I" --- 4 ' 55.FLAT SOFFIT.SEE PLAN FOR HE16HT OR DETAI co L 4'-q 5/4' _ _ I �i I I Q � � C %.ARG�SOFFIT.SEE PLAN FOR IWI6Hf OR DETAIL. I -- OPT.LOW 4 n SHE as roLF 4 o Y li I. .I l a-16 T 4 4 I �' �P I 2t 4 i i N� p p WALLS AT 4 5T.LINE OF FLOOR ABOVE. 4 SHE.P 1 H•OI.E �_~- _ �� 'I e`Y t 'f V I - �a r c -- y 5 5�5 FOR 56. Sq. 6AS E CLOSED AGf"EA55TI18ILLE SPACE SEE UTY PLAN. NDER STAIR SHALL BE PROTECTED ----- �I I� flF L-- __ 35• I I f- -_ ------ - F + HARPRI L_ -- _ II S - i i< -- _--_ 40.42•HIGH GUARD PER GAG.R512.1. F NTH I GYPSUM BOARD ON E31GL0'.,f�SIDE PEt cAG.R502.'I. vv vv yy66 ,� ___- Y _ _ 41. 524-36•H16H HANDRAIL ABOVE NOSING PER GAL.R511.TD.1. XXMX XXMX 5066 51-P n 9 4 P :� __ !a a P 42.LINE OF ADHERED SYNTHETIC.STONE VENEER SEE ELEVATION. 6'-2 In• I'-•1' 9' 5'-6' 4-D' 2� I/2b 9'-4 V2.9 @_i °, _-_ - - - �-� 45.L NE OF ADHERED MASONRY VENEER SEE ELEVATION. Date:00-00-75 _ T 44.ulE of+r WAINSCOT.SEE ELEVATION FOR HEIGHT. ' ry I I 45.LINE OF HAIN6COT FURRIN5.SEE ELEVATION FOR HEIGHT.SEE SLAB REVISIONS A T - n A J r 7syeo• .i5 A INTERFACE PLAN FOR MORE INFORMATION. o - '' Na _ /4• - 6'�' 9'11 V2• /Q • -- a awe I ■I}13 � m n Q of 1,f I I - ay Jar 46.DOOR OPENINGS BETH EE N 6ARA6E AND RESIDENCE SHALL BE I___ I I SOLID WOOD DOORS HOT LESS THAN 1 5/b INCHES IN THWXN ES, OLDS.DE PT. 06/23n016 1I IENTRYL - - - - SOLID OR HONEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/6 �� 6 R o - I -_ - - 4.-1' ICIC OR 20-MINUTE FIRE-RATED DOORS,Ef,U1PPED NTH 11-6 In' /2• '-1 I 9-' In• H (� T INCHES TH Tr= T OPT. n AT .T i T - r 1 0 SEEFLLOSINS AM SELF-LATGHINS DEVICES.CRC.R5025.1. H BL■DROOM 2 I 'I DEL.51 - I `yT4OF / SI in E �- C.T. V 41.PROVIDE MIN.100 5G1.IN OPENING FOR MAKE UP AIR AT LAUNDRY 15-41 C.Le L�=33 t Ds't-� 6'-0 1n• 4F1 V2• s=?V2' 1 ROOM PER cHL.5043.1. 4 BA. - , , \ 4 _ 46.Z4'/D'TOHB BAR-HST.54'ABOVE FINISH FLOOR. Q r--1 II 4-I ' \ n fir R. 50.TOILET PAPER HOLDER-HST.24'ABOVE FINISH FLOOR. I V2' S'-4�2' 2 D 51. UNC?m COUNTER REFRIOURATORREVE2A6E COOLER. 3 .T RING-H67.54 FINISH FLOOR '-�N D UE_ I 1 *+ I '-S In• �Q Q4 55.SHELF,SEE PLAN FOR HEIGHT '? LOFT / OPT. - S ' • `� `� 54.LAUNDRY SINK. 5H. S.H. S.H. I "' BEDROOM 5 I v o _ ----- ------- 55.RAIN 5HNOHER HEAD. - - (U STD ry O 56.II'xrI'5OAP/SHAMPOO NICHE. 5 i U� (I)ST I D'-1•CL6. I 5T. L.ANORY SHELF-HT.60'ABOVE FIN15H FLOOR D, 16 I [SHELF - EN/OPT. LEGEND '0 I I 'OI BE ROOM 4 I : INDICATES wALLs RFIAUIRN6 I/HZ'MNA94�t+ 16 I _ I'I I I Q ; Y BATH 3 BOARD ON 6AtASE 51wotR•u, �5 �A�,E Y 1D Lh. w n H`H n q'-I'GL.6. SEPARATION PE2 GR(jf1. R702b. uon, • -__ -.. Q PORCH -_ R PIGATS(1)tr � �ydh Nrtd ndl • - - Em HIM ATTIC 1HDRt P(LkeP1i'�i Q 5.H.- - - SL. S.H. (1 5TUCIC0 CL O. 5/6'TYPE X' $611�4 opM IEI� 4HABITABIF J - --- -------------------- INDICATES "al¢39PFEWD CEILING, a per(nl,brced io n Ilk �' RCOM ��^ ��e1 T RBOZb. h;_ed n - - - - - - - - SEE PLAN FOR RBI6HT(5) UUU 4 x. WIIOOYlS SHALL BE 96 ♦T6•SHIOHM HEAD IN - ante c '. WASHER 15 ALWAYS MULTI-PHINDONAIE NTH A ANEMIA 56CONDARY BATH I/DIGATES I-HouR�PI Af�E'MY n ON THE LEFT SIDE OF ONE TEMPERED PANE, S� +64'SFNOWER HEAD IN >• AT WALLS L.E55 PROPERTY LNW PCB a �V• MASTER BATH GAL.TA751� t.:? T✓k'FA1L15)� •M�^+�+Ho� INCLUDING REVERSE 6L.A55 BLOCK,OR ryy� PLANS. 5'-9 1/2" 4"* W-4• '-0 9'-T In• 4'-1 In' 2'-11 In' W-2 In• 61-2' 4-I LAW20-MINUTE RATED. 5.'" 5 ,-0 • GENERAL PLAN NOTE 144. +-ID•SFHOMER HEAD IN 2 A. ALL INTERIOR DOORS TO BE H011.OW CORE 1 5/5'THICK UND,(SEE cam- pMVARY BATH 11-6 1/2• W-IC,VV 7'-I• 19'-6• 2'-0'I 6'-0' 3'-*• 9• 4'-II' Y-2 14• Ib'-2' I '-2 S/ PLAN FOR 512FJ.AT DOISLE INTERIOR DOOR CONDITIONS PROVIDE 1250 CORONA POINTE COURT +64•SHOVER HEAD IN 1 - - 1 1 1 DEADBOLT AT TOP OF INACTIVE DOOR. MA57Ei BATH 16'-9' 1 20'=P 1 II'-0• 9' 20'--I' I B. ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 1 5/4•THICK SUITE 600 PLAN 3 SQUARE FOOTAGE EXTERIOR GRADE.(SM PLAN FOR SIZE). o G st'o p FIRST FLOOR 1,137 G SI'-0' 6 SIZE).AT DOUBLE ENTRY DOORS PROVIDE DEADBOLT AT TOP AND CORONA,CA 92879 G. ALL ENTRY DOORS TO BE SOLID CORE 1 5/4'THICK.(SEE PLAN FOR PH:(951)428400 0 33 '33 SECOND FLOOR 1,356 33 33 BOTTOM OF INACTIVE DOOR TOTAL 2,493 D. ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE 1 514'THICK.(SEE a FLAN FOR FOR SIZFJ.AT DOUBLE FRENCH DOORS PROVIDE SEGOI`✓ I LOO I L�`N 'A GARAGE 424 FLOOR� I PLAN A MAD13OLT AT TOP AND BOTTOM OF INACTIVE DOOR. AURA suua v^Iw PORCH 4O -- wC"AwAO' PROVIDE 14•xb' E BUILOM APE OR RE�Nye,'DoH RAVE A MINIMUM NET CLEAR OPENING AT CANYON HILLS PA-21) SM ADpBNDA FOR PLAN OPT.COVERED PATIO 174 8W ADDOIDA POR PLAN i GRILLE ABOVE OF 5.1 SWARM FEET,GRADE FLOOR OPENINGS SHALL HAVE A c IANSe PER ELEVATION. OPT.DECK 174 GH6ANW FM EMVATOK MAKE UP AIR MINIMUM NET CLEAR OPENING OF 5 50.FT.THE MIN.NET CLEAR OPENING IE*HT SHALL BE 24'.THE MINIMUM NET CLEAR OPENING NOTE.FlHII•.A PLAN E H•OOT.ABE o AND MAY VA FOR M THE FIN1 hB�w.oe HDTH SHALL BE 20'AND THE BOTTOM OF THE CLEAR OPENING NO PLAN 3 DA6CO ON PLAT gM5RMO11D UIJLY AHD MAY VARY FROM TIE FIN31®-Al1NlE 1"°ONAFl OF THE VIOUNC.b BUILT. GREATER THAN 44'ABOVE THE FLOOR EGRL.BROUGHT T HNDOHRS HOT MEETING THESE ATTENTION Or TH S SHALL BE ENR0116HHT TO THE FIRST&SECOND IMMEDIATE ATTBRf1oN OF THE ARGHITEGT. F. THE LOYE5T PART OF THE CLEAR OPENING OF OPERABLE WINDOMLS FLOOR PLANS LOCATED MORE THAN 12•ABOVE FINISH GRADE OR SURFACE BE OH SHALL ENE A MINMI OF 24'ABOVE THE FINISH FLOOR HHEI PROVIDE 1' OPERABLE SECTIONS OF THESE HHDOW5 ARE LOCATED L.E55 THAN UNDERC4T AT 24•ABOVE THE FINISHED FLOOR THE OPENINGS SHALL NOT ALLOW . 2 DOOR FOR THE PASSAGE OF A 4'DIAMETER SPHERE.(GALS.R312.2JJ MIKE UP AIR THIS PROJECT SHALL COMPLY WITH MATERIALS AND n "MAKE UP AIR" CONSTRUClMN METHODS FOR EXTERIOR WILDFIRE EAPOSURE PER C.R.C,IECTI■N H327. SEE SHEET 6.3 JOB NUMBER: 0 23-1 501 5 A ACT LAIINORY ROOM FOR ADDITIONAL REQUIREMENTS. COPYRIGHT O 2015 BASSENIAN LAGONI ARCHITECTS I �p KI viNbo 21-6' II'-11' 2'-0' 2'-6' II'-11' 2'-0' = - U w r a • —————————- J rn'-F — COVEREDn I K—LOCATION COVERED 4 I *—LOGATM PATIO I I OF OFr• PATIO n I I Or OPT. +'-I'sTIrX10 u-e. I !I�� L sn'-w a.&. � � I I M."MT. 5 c I a T r I I a r e'-II 5/4' ill 1/4' a 4 p g r c o I cmn M• q'-1 12OW aU l 7lPr. n 2'- xnce '-10 Q Q CD ear i li i li ■Lj F KALKAN :I b CLOWT ^IIsryBlr I I 1- -I+ --- --- I I ca n o ^ Iq'_I•GyL6• 5: I I I i i I I I I I- � 4'-q V2• 2'-T• y-4. OIO: -- i I I 0I0' -- 22M w -L� s 0I0: ---+ i II 010 --- i II d. < I KITCHEN j j I KITCHEN I I BEDROOM 4 1 q'-1•us. I I I I I I m I II I II W I I I I I I 1JC a L—————— L—————— Lyi z M F p I GOAYS ...COATS W U . G OPT. 5EDROOM 4 1N/ 5A. 3 OPT. GOYERED PATIO OPT. GO\/ERED PATIO cc O salt w•.ra W/OPT.SLIDER AT GREAT ROOM ..-..w••r`O• W/OPT.GLIDER AT KITCHEN +�+.�v{•.IWca xxxxx xxxxx Dab: 00.00.15 REVISIONS - I OLDS.OG7�Y. obns/2ow i WALK-IN i G1.09ET II CLEW 06,30/2016 II T J 2'-6' II'-11' 2'-0' SHIMP 4 POLE N2V. T 266e I'vrwRow t' :JAL.n CI 606e D1-FAIM IV O2 ry D3 Ste•sw iv MASTER C YDECK LU BEDROOM 54 o µ BEDROOM MASTER &-1'C4-'• 24 r =_= ' BEDROOM PardeeHomes �BEDR CIL&OOM 3 ® — ED e'-I OO i 1SSUANIC'E 1250 CORONA POINTE COURT SCOl7 FI,__,�:'�. .ASSOCIATES,INC. SUITE 600 gY ___.—DATE CORONA,CA 92879 o w I }�I ca codes ar... ordinance. Authorization is o OPT. / j 1. —I I`-CLOSET OPT• BE}-�ROO, e plans have be r.�cred fir eper.r it a to the PH:(951)426-0400 OPT. DEGIG j� by nted to is . a building permit pending ._.,-_-,.-_... va all aoolic ''ea-encies. wtir� AT MASTER BEDROOM "A1°'�`-I IN LIEU OF LOFT +C."w+ro• AT MASTER BEDROOM The issuance or I' of a permit bar.. ^c AURA The, of thee,c. AT CANYON HILLS PA-21D PLAN 3 FLOOR PLAN OPTIONS 3.2-1 JOB NUMBER: 023-16015 COPYINGHT ©2015 BASSENHIN LIIGONI ARCHITECTS i UTILITY LEGEND 0 SURFACE MOUNTED CEILING LI6Hr FIXTURE i 0 SURFACE MOUNTED FLUORE50ENf'GEILIN6 LIGHT FIXTURE �G11 s^/ O 'r RECiE55E9 LIGHT FIXTURE '���" iz= j r r RECESSED LED.LIGHT FIXTURE _ o r REGES`#D LED.L16HT FIXTURE WITH VAPOR PROOF ti F V.P. LENS COVER(SPO AT HYDROMA55A6E TUBS) �On A/C TAD RECESSED MINI' L16HT FIXTURE "�"•% VERIFY OPT, LOCATION OEYE RECESSED 4•LED MINI EYEBALL'L16W FIXTURE 0 0 HANSIN15 LI6Hr FIXTURE r-------------------- r--r------.- ----____ L_ B HAN61N6FWOPI!5GENT'LI6HTFIXTURE I TT MINI*' HANGING MIW-PENDANT"L*HT FIXTURE ♦♦♦♦ I/2 U OPT. \ +Q HALL MOUNTED LI6Hr rixTURE r amm y II ••rl i'� I I COVERED /' to KNLL MOUNTED FsyoRESGe+r'LI6H7 FIXTURE 2 j I MASTER j PATIO / ' + MO o+LN SENWR AND PHOTOCELL a FIXTURE WIT,+ O I OPT. DECK f0pilOOM /'/ I I / MRLAT N W LL YA1 FNrDIIt1ED 9CO�ICE L16Fii �II�� WALL WOWED FW90lEK Wr'*CONCE LWHT V 1IF- II TV, LidW(FIXTUP)tIAFALE MOUNTED F1.NOIESCtNr' cc LHRHT FIXTURE � h / Fri UNDER CABINET SURFACE MOUNTED FLUORESCENT' Q / LNBHr FIXTURE f Nor VP. V U:)M CABINET FUCK'STYLE L16W a , FLUSH MOUNTED STAIR TREAD LIGHT `\ ' ' N. I ,s NN��-��II ®PH. _ ���I I RECESS EXHAUST FAN,SWITCH CONTROLLEDD _L_ � I 1 / ® E>�r�SE L15TED FOR ENTILATION�I TO BE RATED OPERATION OR U \ r MO• .I r II SOUR AT A MAXI 5ONE,VENTED TO O5.AIR $EDROONh.'� \ - _—_ _- MICRO. _ I / I RECE599D Col BINATION FLUOREscENT LI6Hr/ 1♦ �' U •'SO•FOK—, I E*VL*T FAN,5HUTCH CONTROLLED ■ m\ N. MA5TER�--I_- it HOOD/PAN i I / LIGHTED ADDRESS 546N ILOW VOLTA6F),"I&E BEDROOM — I I ,, FROM STREET,TIED TO PHOTOCELL FOR AUTOMATIC ... Lxw W4.1-411\ 0 i I rnlrN� "�v I ' DINING p I ELECT ILLUMATON AT NI6HT. a ®I li tt.oDeT y STARTER �O� n I I � � tl lav DUPLEX CONVENIENCE RFs,a-rAUE w 1I I T • • ( HALF 125v DUPLEX CONVENIENCE RECEPTACLE MMICRn. IS-L` III q Hu(�)u5e uNAJR61H6 PORTS C.� Lai �Q 220V 220V 51NSLE CONVENIENCE RIL43-fAUE o j 1V2 125V DUPLEX CONVENIENCE RECEPTACLE,SWITCH - ,f -- ----- CONTROLLED, In HOT 'f, 125V OLIADPLEx GONVENIEK.E RECEPTACLE o cc �"� ,i --- -- -----J CONVENIENCE_ 1 / I ® I =�_ - _ — ---- _ _ _}_I =# SIN LUDI�X INSIDE CABINET OR ABOVE A CEZIL K) N ' El 125V, 6ROUD FNJLT CIRCUIT-INTERItl1PftT2(6FGI) DUPLEX CONVENIENCE RECEPTACLE _ i I HALF 125V, 6RO FAULT CIRCUIT-IHTHiPfER �um (6FGI) IAD RfI DUPLEX CONVEWENCE RECEPTACLE W/(2) UEB GHAR6IN5 PORTS XXXXX XXXXX a_ 6.1 , Y'r EI125V,HEATHERPROOF 6-FELL.DUPLEX , BEDQ/nOM 2 rr ,EA. Z AT°1R. 12 . +•�• GONVEUGE REG 9'TALLE Ere:90-00-15 N. ATII �_'Sj __= Q 125V FLOOR TYPE DUPLEX RECEPTACLE,WITH COVER L_ _---_. , � I � � Y � SINGLE POLE LIGHT SWITCH REVISIONS ♦o i i ce- THREE-WAY LI6Hr SWITCH I BL06.DEPT. 06/25/2016 1, ' • I ,\ rr 1 I ( -0 - FOUR-WAY LIGHT SH JTGH eLDe.Ot?T. 07/2b/2016 I/2 ' • I S - - I -u- SNNSLE POLE L16W SWITCH WITH DIMMER CONTROL — HOT (EAU. / _- 1 1 5INSLE POLE LISHr SWITCH WITH LOFT/OPT. N. ' ---- ------ � MANUAL-ON VACANCY 59150R BEDROOOM 5 DEN/OPT. ` 200 AMP CtGTRICA. -0- PR06RAMNABLE GEILIN&EXHAUST FAN CONTROL --_ BEDROOM 1 CERVK,E PANE.WTH FOR INDOOR AIR GUALITY PER A_'HRAE STD.62-2. I dPT I V2 AlRIRE SCL K 7RIC' AIR SWITCH FOR GARBAGE DISPOSAL _ _ �HoKIT FAN SWITCH W15r BE 20V' NOT 4 d $ATH E LAea®WITH THE POL.L.oHN1N6, � -- I I r I N-4N. TELEVISION ANTENNA/GABLE JACK _ OPERATE WIEN HOUSE 15 IN USE' I N. I' OPLIDAr /+ PH. TELEPHONE JACK FUSSH BUTTON FOR DOOR CHIMES OR GARAGE - _ --- - P004H - - - DOOR OPENER m w a_•�• DOOR CHIMES J nIE RMOrTAT,VERIFY LOCATION WITH fEATIN6 _-- -. — — — — — — -------------------` AND NO LAYOUT ----- OPT. +Ty JQ A NOTION BOX,WITH COVER OR ADAPTOR A5 REWIRED Nµ• Q SMOKE ALARM,CEILING MOUNTED,HARD WIRED AND W/BATTERY 5AC9UP. IGG AND 5FM APPROVED © GARBON MONOXIDE ALARM,GEILIN6 MOUNTED,HARD H AID W/BA BACAQIP. ICE APPROVED ® COI�EINMAt4W" I�►1p XIDE ALARM, ALL BRANCH GIRCU175 THAT SUPPLY N25 llDit, C 10. YV'iD W DATITRY BACK VOLT.11IN61E PNNAS!,If AND]o AM•EIRE ALL HOW Rlee MOT HAVE AN APPROVED SG�T1 1E�e OUTLETS INSTALLED IN THE OP151 N D UWTS AW-aIRION DEVICE. © ILIND PAPI adherence to SHALL E PR0/EGTIV BY AN ARC•fAU.T AUthorization le CARLUIT IN7170tl1FTER TW5 APPLW5 TO THE °••,,�fieVl2 armlt Pandln9 1•.1/y'Yes '�..durance' � I M N 1\...7 ENTIRE CIIRCUTT,NOT JUST THE OUTL.Cr. 1-t T ese b� _ `a bulldIn9 P !!��L��L��cable ��!!BB����tt �- —aY5bYim-, Y✓" t a?Proval Y ct a perm'It ?•:.,. .-_ I5'L�anBAS�UIiL@f 1F$),�l no+7e SEGON7 FLOOR UTILITY FLAN FIRST FLOOR UTILITY FLAN *®S erd�a+ Air 125000RONAE600 COURT ,���/, SUITE 808 GLIB V411'-O' NEARS U4•.I'-O• AGti1R}��Fed NOTES inn, CORONA,CA 92879 B�E11VAT10IL9 FOR EXACT A. MEGHANIGAN-VENTILATION FOR TOILET GOMPARTMENT5 AND PH:(951)428-4400 o L.OGAT70N OF L16INTED ADDRESS SIGN. SATIROOMB SHALL BE PROVIDED DY AN EXHAUST FAN W/A MIN o EXTERIOR AID PORCH LISWIN6 MAY F_XFWIST RATE OF 50 GEM.(GILL TADI.P 405-1).AID BE RATED VARY,5M ELEVATION FLOOR ADDENDA, FOR SOUND AT A MAX.5 SONE,VENTED TO OUTSIDE AIR j,� B. PROVIDE Lt5T®WON-REMOVABLE TYPE BACK FLOW PREVENTION AURA DEVICE AT ALL HOSE DON,CPR.605.5.1. G. !M*+ AND TI6M MK lA"NATIOW SNMLL E PROVIDED AT MIw N••��RR4.w W IIDIVIDUAL GONIROL VA.VB5 OF THE AREaSIWE GA LANCE, IMID THEW40STATIG,OR PRESSURE BALANGE/1FEI0405TATIG MIXNN6 VALVE TYPE.GPL,4063. VALVES SHALL.BE ADJUSTED TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 D66Rff5 F, CLAN 3 WATER!EATER THERMOSTAT SHALL HOT BE CONSIDERED A CONTROL FOR MEETING THIS REOIJIREMENr-GPL.045. el.Aun IV�n D. ALL 120-VOLT,SINGLE PHASE,I5-AND 20-AMPERE BRAANCH FIST&SECOND FLOOR FAMILY ROOMS, HN 15 ROOM,ITS SUPPLYINS OUTLETS INSTALLED R OR -S,PARLORS LI , IN Y I RLt 1 R PLANS LIBRARIES,DENS,BEDROOMS,SUN ROOMS,RECREATION ROOMS, CLOSETS,HAI-LKAYS,OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FART CIRCUIT INTERRUPTER CA,wNATION-TTTE INSTALLED TO PROVIDE PROTECTION OF THE BRANCAN CIRCUIT.CEL.210.12 A E. ALL NON-LOCOING TYPE 125-VOLT,PS-AND 20-AMPERE OU LEI5 SHALL BE LISTED TAMPER-RESISTANT PER GEL.406.12. 3■ F. WATER EFFICIENCY AND CONSERVATION REG UIRE ENTS, I. SHOM904EA S MAXIMUM FLOW RATE TO BE 2 6.P.M. JOB NUMBER:OML15015 2.LAVATORY FAUCETS MAXIMUM FLOW RATE TO BE 15 G.P.M. Cormo H (c)2015 5.KITGIEN FAY.M MAXIMUM FLOW RATE TO BE ID G.P.M. LUSMUU IAGDNI ARCHRECB 4.WATER GLOSET5 TO EE MAX.INN!6ALrFLLSH. UTILITY LEGEND M SURFACE MOUNTED CEILING L16HT FIXTURE SURFACE MOUNTED FLUORESCENT'CEILING LIGHT FIXTURE �V"C�EPSKI bU,yJ,O REGES`.iED LIGHT FIXTURE RSGm5ED LED.L16W FIXTURE O ti iw Vr REGC55ED LED.LIGHT FIXTURE WITH VAPOR PROOF LENS COVER(6FGI AT HYDROMASSA6E TUBS) REGE55M MINI' L16W FIXTURE - EYE RECESSED 4'LED MINI EYEBALL'LIGHT FIXTURE HANGING LIGHT FIXTURE -- ---- -- . ----------- HANGING fl.UORESCEN'T'LIGHT FIXTURE OPT. OPT.TV. LOCATE ON WALL AT 21 MINI P 1IN161146 MINI-PBbMfT'LIGHT FIXTURE +54"ABV.F.F.AND PROVIDE BACKING OPT t�oPT. �1e OPT. +� UN WALL MOUNTED LIGHT FIXTURE ■ Ir I I �" COVERED ' v v +0 WALL MOUNTED FLUORESCENT'L16W FIXTURE MOUNTED �� OPT FULL HEIGHT----- PATIO. �t tt MEDIA WALL I OPT.TV. EXTERIOR WALL MOT L16 FIXTURE WITH C3, zg ,�++•(+ MOTION SETLSOR AM PHOTOCELL LL OPT. �1rIP oPf. '1+( WALL MOUNTED SCONCE LIGHT LOCATE ON WALL AT_- LLA +54"ABV.F.F.AND I I OPT. ,\ OPT. WALL MOUNTED FLUORESCENT'SCONCE L16K i1#3 Q PROVIDE BACKING I �`1�n r /■� AT OPT.FULL HEIGHT `\ •\ 1---.■ 4'-0'(2-01AL13)SURFACE MOUNTED FLUORE5GCHT' MEDIA WALL L16HT FIXTURE -_ LMA5'CT UNDER CABINET',SURFACE T- U FLUORESCENT'L16W FIXTURE� UIbEtR CABINET PUCK'STYLE LIGHT FLU51N MOUAT3J STAIR 7RE1.D LIGHT �..� RECE55M EXIWUST FAN SWTCH CONTROLLED ER t I �e>�r uv�UFRCOrmrNUOUSOPRATI�OM wNx-IN II II ccDECK SOIIID AT A MAX.I.LONE,VENTED 70 OS.AIRBEDROOM O° I � RECESSED COMBINATION FLUORFSGERT L16HT/ CL-EXHAUST FAN,SWITCH GON7ROLL.ED ■LIGHTED ADDRESS,516N(LOW VOLTA6E),VISIBLE-__-- 0� FROM STREET,TIED TO PHOTOCELL FOR AUTOMATIC ■.■ ILLUMATION AT NIGHT. �" a -- ONO, ---+ 1 i -a 125V VUPLEX CONVENIENCE RECEPTACLE KITCHEN I Ux WOLF IZ5V DUPLEX GONVENIENGE RECEPTACLE 1•— 2: BEDROOM 3 I h4(Z u5B GINARGIN6 PORTS Lu y I 220V 220V SING NVE LE CONENCE REC.EFTACLEF� x {d ' I/2 I2'SV DUPLEX CONVENIENCE RECEPTACLE,SWITCH 1NOT CONTROLLED, I/2 HOT � Z ? }� l�.r••f W I �}•.�. L------ IZSV GNUADPLEX GONVENIBNGE RECL�TAGLE (',,,;5 OPT. i/EG OPT. / � 1•� —I N—GLOSI•�T IZ5V, DUPLEX C.ONVENIEIGE RECEPTACLE BEAW AT MASTER BEDROOM ecxe.wtilw• 'e =_ -; (INGLUDIN6 INSIDE CABINET OR ABOVE AT CEILING) � `� AT MASTER BEDROOM -m 125V, 6R01ND FANA_T CIRCUIT-INTERRUPTER(6170) DUPLEX CONVENIENCE RECEPTACLE HALF 1UV, ND CIRCUIT-_IERROQT. COVE En PATIO UD 6GU DUPLEX CONVENIENCE EC W(2 - __.... U56 C40P.&N6 FORTS � xxx yyyyy Yrr. W/OPT.GLIDER ecx r w-I C 125V WEATERPROOF 6.F.C.1.DUPLEX /�xxxx A/ CONVENIENCE RTS.EPTAGLE DW:00.00.15 Q 125V DOOR TYPE DUPLEX RECEPTACLE,NTH COVER - _4R_ SINGLE POLE L16HT 5WTCH REVISIONS �� TNIREE-WAY LIGHT SWITCH I I .Ntir- FLU¢-WAY L16W SWITCH I I� SINGLE POLE L16HT SWITCH WITH DIMMER CONTROL --- 1 I 5I146LE POLE L16W SWITCH WIT+ MAN UAL-0N VACANCY SENSOR •1 I Ak� PR06RAIMABI.E CEILING EXHAUST FAN CONTROL II V \ FOR INDOOR AIR p1ALITY PER ASHRAE STD.622. BA. ,5 11 AIR SWITCH FOR 6ARBA6E DISPOSAL '41. T LW540 4 ANTBfNA/GABLE JACK --- +4F44. TELEPHOW JACK -IN DOORBUTTON OOPEIE R DOOR CHIMES OR GARAGE D n } ' �•—� DOOR CHIMES THERMOSTAT,VERIFY LOCATION KITH FE},TIN6 AND A/C LAYOUT \ O Q -UNCTION BOX,WITH COVER OR ADAPTOR AS RE-OURED SMOKE ALARM,GEILIN6 MOUNTED,HARD WIRED AND hV BATTERY BACKUP. IGG AND 5FM APPROVED Tr. BEDROOM 4\. © CARBONMOU14TED,HARD 1 ,vo w MONOXIDE�B.�c�UP�.�iC0 APPROVED COMBINATION SMIOK$!(} ixlvE,�,1ARM I `\ CEILING eiMa17 �61/Id+tTTERY'BALK I -- ' 1/1 �' Q CEILI FAN JUNGT10NjDOX-�F''^ I 1/2 Hor,� -;,ed for adhelc e RIOT TV. `..-" 1, rr,rtepend Is rCaYC.YI R/rT ,rdinance Ib W 9 ),- I.'. a 6U11dv�g perrad pendm9 I cable❑cam-'=' OO V. ,i Tz11`iP . fee 1N wv) rova ...,it a r- �. f-} Fl1EL GA5 OUE'f,(Pp) "T a 'V - -- �RTiue+dD�Ybltrcllt.Ice MAKBt 1250 CORONA POINTE COURT SUITE 600 GENERAL t1' f`N11E$ ,A„4 CORONA,CA92879 PH:(951)428-4400 o A. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND OPT. BE7ROOM 5 OPT. BEDROOM 4 W/ BA. 5 BA EXHAUST RA SHALL BE PROVIDED 13YTA AN 4051), FAN E A MIN. EXHNYT RATE OF 50 GEM.(GN.C.TABLE 403.T),AND BE RATS IN LIEU OF LOFT scorn 1/N"'1`°• NIfi/RN6 w••r-- B. PPROVIIDDELISTED ABLETYK BOAGCK�IPRREVENTION AURA DEVICE AT ALL HOSE BIBBS.GPI..6M3.71. G. SHoKE R5 AND Te�G mimnoN5 SHALL BE PROVID® AT CANYON HILLS PA-2D W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THORMOSTATG,OR MMSW;M BAILANC&IIHORM05TATG MIXING, VALVE TYPE.C.P.C.4063. VALYM5 5HN1 BE ADJSTM TO DELIVER A MAXIMUM MIA®WATER SETTING OF 120 DEGREES F, PLAN 3 WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING TN15 REll11REhENT.CP,C.414.5. D. ALL IZO-VOLT,SINGLE PHA5E,I5-AND 20-AMPERE BRANCH UTILITY PLAN CIRCUITS 5UPPLYIN6 OUTLETS OSTALLM IN DYELLIN6 UNIT IN FAMILY ROOMS,DINING ROOMS,LIVING ROOMS,PARLORS, OPTIONS LIBRARIES,DeG,BEDROOMS,SUN ROOMS,RECREATION ROOMS, CLOSETS,HNIWAY5,OR 54MILA/R ROOMS OR AREAS SHALL BE PROTECTED BY A L15TED ARC-FAULT CIRCUIT INTERRUPTER, COMBNATION-TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.GEC.210.12 A E. ALL NON-LOCKING TYPE I25-VOLT,15-AND 20-AMPERE OUTLETS 33 SHALL BE L15TED TAJ PE -RE515TANT PER GEL..406J2. ■WI F. WATER EFFICIENCY AND CONSERVATION REp11MENF z I. SHOWNEADS MAXIMUM FLOW RATE TO BE 2 6P.M. JOB NUMBER: 023-15015 2.LAVATORY FAUCETS MAXIMUM FLOW RATE TO BE 15 G.P.M. COPYRIGHT ©2015 5.KIT04E N FAUCETS MAXIMUM FLON RATE TO BE Ib G.P.M. BASSENIAN UUGONI ARCHITECTS 4.WATER CL.05M TO BE MAX.I.ZD GALJFLU5H. INTERIOR ELEVATION NOTES �M 1. KITCHEN SINK WITH GARBAGE DISPOSAL. 2. VEGETABLE SINK. S. REFRIGERATOR SPACE. 4. 50'SLIDE-IN RANGE WITH 50'FETAL FOOD NEW TO OUTSIDE ti FSKI b/Nb0 AIR). S. 50•MICROAOOD COMBO.HEIR TO OUTSIDE AIR). a b. 50'BUILT-IN OVB4TAIOROWV.VE OOF81NAT10N. ID' 12' 12' 12' 24' 7. DISH A5FER SPACE. a o a. TRASH COMPACTOR SPACE. . Bb 9. RECYCLE BIN 5PAGE. 10. WARMING DRAPIER SPICE. rl II. CABINET DOORS WITH GLASS. -- 12. TOP AM SPLASH. 15. 4'TOE SPACE aftESG NOTED OIH E RI•I5E). a 14. SOFFIT(SEE ELEVATION FOR 1 TYPE. ID Q I5. Wq'l SEE PLAN FOR SIZE AND ND TYPE. 16. NINE COOM SPACE. ry IT. FIXED PANEL. O in la. PRE-FAS WAINSCOT, BUILT-IN 19. TILE KNHSCOT. --- -------- --- MICRO. 20.M WVNE CABINET. In C103 -- PANTRY- --- NO SPLASH 21. MIRROR(SEE ELEVATION FOR HEIGHT) C22.VANITY KNEE SPA". o 12 12 I 25,SHATTERPROOF ENCLOSURE. 'b 24.CURTAIN ROD. c _ _ �4 Q l-=-1 25.BANJO TOP AND SPLASH. U. 000 00 00 WOOD TOP. B.N 4 4 4 - 27.UNDERcouITTER REFRIGERATOR SPACE. Il'- 2a.BASE CABINET(SEE ELEVATION FOR DO". In ❑� El29.UPPER CABINET(SW ELEVATION FOR DEP►H1. cc 50'PACE FRAME CA NET(SEE ELEVATION FOR DEPTH). 51. DESK KNEE SPACE. ■ Q. 52.LAUNDRY SINK I'1J' 55.WIRE SHELF AND POLE. 15 20 2a 2'-*'GLR 2D 15 5'-5•CAR. n IS GLR 55.WINE RACK. 24' 24' VaRli`Y 24' VBRIPII ISLAND veelPr 24',�n. 556.7.WLTA PAN.SHESMTYLVES KITCHEN W.BUILT-IN MICROWAVE OVEN. GENERAL INTERIOR NOTES AM cc a A. CABINET DRANINGS ARE FOR SCHEMATIC USE ONLY.REFER TO . w BUILDER 51"'WIFICATION5 AND SHOP DRAWONG5 BY CABINET MANUFACTURER FOR FURTHER INFORMATION. ■.•a B. VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE MATERIALS G WITH THE FIREPLACE CHOSEN BY THE BUILDER AT THE TIME OF CONSTRUCTION/INSTALLATION. Ca OJLO cc 73 +e Q � Q r 21 12 14,• T12 0 12 in ID 12 ° XXX XXXXX r XX * 4 ❑ i a ---- Date:00-00.15 4 ❑ b•Mn 4 -6'MI 4 '-b•MI ❑ ❑ 4 REVISIONS ❑ _- __ ❑ ❑ n n 15 n n U. n IS TT 15 17 21• 21• 21' 21' 1 MASTER BATH BATH 2 POWDER OPT. BATH 3 � erxa 9/0•-I'-O• +wa eVati1'b' ecI1.E aN•.ro• AT BEDROOM 4 OPTION scxs.s+a•.M1O• IS' OPT.15' 15• Is, t--Y 56 ]9� 56 56 1a• Ie• I II I II I I I II I II I � 4 I II � II I h I II II I I +________________� <--1 / ■M YY`I IVI IM1.' I II II I I I I II ----------- 4 Tv. Q II II I I II II 4 (� It T 1250 CORONA POINTE COURT ro K_______AK_______� + �� �� I\\\ I\ 1 Ell SUITE A 9 CORONA,CA 92879 o i \w i l \v� i' Y .'.O'✓ED PH:(951)428-4400 // -SSUANCE SCOTTF'A,_5:;,��� ',3SOCIATES,ItJC. 10 BY --.-DATE These plans I a c ba-, ..-ewed for adherent.to the appbcable cocas a c.rdmance. Authcrization Is AURA hereby granted to icr .a building permit pending cppreval by AT CANYON HILLS PA-20 a;I pp!ic;':; agencies. Tie issuance o .f a.permi -dLlJNDRY OPT. MEDIA HALL OPT. 1 I SHEL ES OPT. 'B1 SHELVES al of the r he c n c- PLAN 3 ac&M"'I.O• AT COVERED PATIO OPTION AT DINING ems• •I'O AT DININ® srxb as•.I'-O' r-. - INTERIOR ELEVATIONS 3A JOB NUMBER: 028-15015 COPYNGHT ©201e BASSENIM UIBONI ARCHITECTS i SECTION NOTES 1. FASCIA BOARD.(SEE ELEVATIOW 2. BARGE BOARD.(SEE ELEVATION) 5. EXPOSED RAFTER TAILS.(SEE ELEVATION) 4. ROOFING MATERIAL,R9-ER TO ROOF PLAN NOTES. 5. ROOF SHEATHING. p'� ERSKI b,460 6. DESIGNED HOOD ROOF TFAGSE5. T. HEEL.STAND TRUSSES 6. GIRDER TRIT-6. 9. 2X ROOF RAFTEIRS. INSULATION R-VALLES 10. 2X ROOF JOISTS.2X4 KALL 2X6 WALL-R-15 II. 2X CEILING J015T5. FLOOR-R-19 6 12. RIDGE TEAM. 15. FU15H EJEAM. ATTIC-R-49 14. DROPPED BEAM. 4 ,_ 124 F PLATFORM- 6 5 . HEADER. FLOLO /G OREILIN6 ABV GARAGE-R-22 16. IX OVER 2X TOP PLATE AT NON-BEARING WALL. 4 C1. DOABLE 2X TOP PLATE AT EXTERIOR AND BEARING HALLS. Ia. 2X FLOOR JOISTS. 2 19. DESIGNED FLOOR JOISTS. D 20.FLOOR SFEATHING. FLASHING AT ROOF TO WALL. ■ �• 42 22.6.1.FLASHING Alb SADDLE/CRICKET. C= TOP PUT. TOP PLT. TOP PLT. TOP PLT. 25 l�.�BEAFN _ 24.2%SOLE PLATE. S.2X P.TDF.SILL PLATE. I6 41 46 26'2X4 51I.05. u 815E.-1 5AW(T 5/4'MAX) TYP.AT TYP.AT IS 2T.2X4 GRAPPLES. FURRING. MASTER RUN - 10'MIN. LOFT/ OPT. TRI1.a5 WALL 229.22X BLOCKING. LOCKI F�IRRING. 1-- $EDROOM t�TO TYPICAL STAIR = = LOFT/ OPT. - 50.2x6 5Tw5. Z M' STNxINGe¢DETAILS, BEDROOM 5 BEDROOM 2 BA. 2 T N. PONY HALL.SEE PLAN FOR HEIGHT. ca 6 7 a ° ° BEDROOM 5 42 Q 52.BALLOON FRAMED POLLS.SEE 5TRUGTIIRAL FRAMING PLANS, ■ D5 D5 D5 31 21 M STRUCTURAL CALCULATIONS AND GIN34-1 NOTES. J i W.2X STAIR 5TRINM RS AT 16'ON CENTER.AT AT AT cm -- HEADER. LANDING FLOOR 12 54.PLYWOOD TREADS AND RISMS. FIN.FL.R. LYHOOO TREADS. FIN.Full- PM.PLR 24 FIN.FLR 36.RIP55. 2X SDECK JOTAIR ISTS FOR 1/4'PIER FOOT SLOPE. - -_ - -. 37.ELASTOMERIC DECKING,OVER PLYWOOD 5118FI.00R INSTALLED TO TOP PLT. _ TOP PLT. TOP PLT. _ TOP PLT. MAILFAGTURER5 SPECIFICATIONS. W.2X NAIL SPAS®'DECKNNG. 42 -19 59.EIGL05ED ACCE551BLE SPACE UDER STAIR SHALL BE PROTECTED T 4 WITH 1/2'6YP51UM BOARD ON ENCLOSED SIDE PER CR.C.R502.1. cc G 42 2q 40.42'H16H GUARD PE2 CAL.It1512.1. 54 33 13 32 41. 54'-56'H16H HANDRAIL ABOVE NOSING PER CRC.R311.1D.1. �• u`' GREAT 1 - R-9 42 a _ 42.FIBI3RBATT IhLLIATION- i ROOM ° 0 CPARA6E r PDR. ENTRY CPARA15E o _R-� Q R-21 AT 2X6 HALLS L Y I--E n III~LLL R-19 AT FLOORS G U i 4 - R-49 AT ATTIC F R 42 45 R-30 UDER THE FN1 PLATFORMOMEG R-15 FIN FI.R PIN PLR PIK FLR 42 25 NALL5 FOAM TYPE IX R-42 IGCO ESR-1962 AT ALL EXTERIOR w _. _ - TAG. FI 45.EXTERIOR FINISH,REFER TO ELEVATIONS. -- _.... 44.EXTERIOR CEILING/SOFFIT(SEE PLAN/ELE:VATIOW. }.e n 1 45.SHELF,1/2-GYP.BOARD OVER 3/a'PLYWOOD. 46.CONCRETE FLOOR SLAB. 4T.5/6'6YP5IM WALL BOARD. SECTION SECTION M �ARD cc `� 49.REFER TO FLOOR PLAN FOR OGGIPANCY SEPARATION PER CAC. � >� p RSMA. ATTIC F.A.U. NOTES A. FURNACE SHALL BE L15TE O FOR INSTALLATION IN ATTIC OR IN A FLRRID SPACE. B. FURNACE SHALL BE LISTED FOR 115E ON COM MISTIBLE FLOORING. XX)(XX XXXXX C. ATTIC OPENING AND PA55A6EKAY SHALL 13E LARGE ENOUGH FOR REMOVAL D. PROVIDE NN FURNACE. SOLID CONTINI)C 'FLOOR FOR Date:00-00-15 PA56AG&W. E. FURNACE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC OPENING. REVISIONS F. PROVIDE LWOBSTRUCTED LEVEL WORK SPACE OF WNW MINIMUM IN FRONT OF EWIPMtENT. 6. VENT THROUGH ROOF A MIN.OF 5 FT.ABOVE THE HI6HEST VENT COLLAR WON IT 5ERVE5. H. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. I. RAJ5E PLATFORM AND PA55AS54AY FLOOR SUFFICIENTLY 50 INSULATION eEEATH HILL NOT BE COMPRESSED. 12 12 12 12 GENERAL SECTION NOTES 4r 4� 41 �4 6 A. REFER TO STRUCTURAL ENWSANI 5 DRAHIN65,DETAILS AND NOTES FOR INFORMATION ATION NOT SHOM HERE. 1212 5 5. REFER TO TRUSS DRAWN65 FOR INFORMATION NOT SHOM FNERE. 4 C. SECTIONS REFLECT THE'A'ELEVATION 04LESS NOTED OTHEfiNS0. D. ROOF SLOPE(s)AND OVEWNANG(5)MAY VARY PER ELEVATION.4 REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH ELEVATION FOR MORE INFORMATION. TOP PLT. TOP I°LT. I TOP PLT. E. TYPCIAL OIFEH510N5 FOR A HEEL TRI)S5.(DIMENSION FROM TOP n PLATE TO THE TOP OF TOP CHORD). 7 15 MASTER MASTER T.O.T.C. DECK BATH BATH HALL $A. 2 21 TOP FILT• 12 12_- 26 I35 n 31 3i p��� ome• PIK PLR _ -�+��•`-=_ - 42 _-- PIK FLR I�Q YC'CHVI 1 IC.A TOP PUT. TOP PUT, m�-�___"____--___� TOP PUT. i 7 1250 CORONA POINTE COURT 44 SUITE 600 OPT. A9 COVERED COVERED CORONA,H(s51)aza�00 PATIO KITCHEN r PATIO KITCHEN ENTRY PORCH .P i o o - ` i i FC-- -i_SUANCE I I SCOTT=1:_= . _. ..3GCL4TES,INC. p/� SY h1C AURA 46 'nos p s l J h d o cote to the ° °° e°d is AT CANYON HILLS PA-2D FIK FUR. _ - _ PIK PLR I- - - _ - - PIK PLR -hy gra,�( .a..c amg pe n d,enuing - approval 6�/zJ s�;�.[- _ antics. -jalce -f a permit PLAN 3 "e cent'. - _ SECTION $ SECTION $ SECTION G SECTION C SECTIONS - 'A'OPT. 5HELVE5 AT DINING °C i v4"10' OPT. v 5HELVE5 AT DINING COVERED PATIO 1O AT OPT.COVER PATIO d DECK w A,B&C3.5 i JOB NUMBER: 023-15015 COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS e ELEVATION/ROOF NOTES �. 1. 2X6 FASVA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. 3. 5x6 EXPOSED RAFTER TAILS NTH SHAPED OND,SEE DETAIL.ALL I RAFTER TAILS TO BE BWALLY SPACED.FRAMER TO COORDINATE I I NTH TRW MINGI®R.4. EXTERIOR M-ASTOR OVER PAPER BAC4aD_ Nr cT1 I HIRE S. EXTERIOR M-ASTER.SOFFIT OVER EXPANDED MET LATH. ¢6. w F'jS T. IEXTERIOR,NAROM SIDING,SEE EXTERIOR FINISHES NOTES. I 6. EXTERIOR GRADE PLYWOOD SOFFIT. �, ; --------- 9. TONSW AND GROOVE SOFFIT. �h 4 10. SPACED 964 x 2 VERTICAL WOOD TRIM AT 6'OZ.OVER EXTERIOR {r GRAM PLYWOOD OR MDD.BOARD. I I. EXPOSED WOOD CORNER TRIM,SEE EXTERIOR FINISH NOTES. �� owl 10 0 1 12. EXTERIOR GRADE PLYWOOD OR MDD.BOARD. HEEL 1`7 V` X �m 15. SMLATED AST FOAM TRIM,SEE ELEVATIONIDETAIL FOR - TUAL SIZE. 1 b 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. --------- ---- DJ -------- - n IS. EXPOS IE®HARD TRIM,SEE ELEVATIONNETAIL FOR ACTUAL SIZE. I Ib. BUILT-UP Y.URVED'PLYWOOD TRIM OR MDD.BOARD. 11. FIND SHUTTERS,SEE ELEVATION FOR SIZE. amwiiiiiis NV PI �DIII LIE � IS. POTSNELF,SEE PETAL. R L .M-ASHING AT ALL EXPOSED HOOD TRIM. WVF LIE Q Ft DJ 21 120.GONTINIM S1. PROVIDE IB.I.EXTERIOR PLASTER SCAEOP,SEE DETAIL. - --- p Q 21. G.1.PLAOHMO ROOF TO WALL. d RODE fOLAN -ice` t ------- F 22.8.1.FLAdMNB AND SADDLE/ORILKET. O AT OPT.GOVL'RED PATIO t F fEG1C 4,12 --- 23.ATROvm TBIIN+TION GP NTH iJPARK AiMESTEJR FROMLu LIME OF E NWIR'MLING S - ------------------- Zd.LIME OF NRI�RNOR C�LII*OR Xt1*RIOR HALL. #'� __ ___i� PLR 75.ADNl1U®MMIOMRY V■@.'R/Yd MRADD. INSTALL • ,� PER MI'Nt 411,fYP. R M. i_Q___i____`�_I- _Z�_ i___ ` T'OP P-T. 96.LMNTED 04D1W16 NBA. ' ,n RACE PAVE AREA S i0 l2�{O SO. IT.J____i I DJ 'O RAiGf -----_---_-- ------------------------------ -_ T+BP PLT 2T.IHAPED FOAM C4WAIL,IEE DETAIL. • °? r --"--- sy'-p! ---r --- _y OPT. 76.11MAD YIOOD CAUL,SE DETAIL. a 24.WOOD POM).IEF PLAN FOR SIZE. C ~ --`------------'`_ 30.EXPOSES WOOD BEAT Z cc -----`------ -'-' -- -a- I LDW LIE R10*E A p 52.PRE--AST CONCRETE COMPONENT/TRIM,SEE DETAIL. 3,12 i LAE El 1"CONDUIT TO 3 '3 5.OBCORATED FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. Z El El El PON3R PANEL 1- T 34.METAL MAILMO,SEE PETAL. I iM h1 I C 4,12 95.NOW RAILING,SEE DETAIL. cc C OD 96.DECORATIVE METAL,SEE DETAIL. v I j TMP• ' AREA I YYY 3T.EXTERIOR PLASTER RECESS.IEEE ELEVATION FOR LOGAnow, --------- b , J DEPTH AND SIZE OF FINISHED OPENING. O. czi DJ 7 36.B.I.SCREE®AND LOWERED'*ABLE END VENT',SEE ELEVATION R PI PLR.ry FOR VENT SIZE AND LOCATION 5ff REWIRED ATTIC VENTILATION -- --t - ELL;Z CHART MR MORE INFORMATION. �, r ---- ---- -- - --------- T'1 a Tv M.BGHART MORE 9FORMATIOML REGIIII�ATTIC.VENTILATION 4 I B 6 4 1 40.DECORATIVE(FALSE)VENT/LOUVERED BOARD,SE?ELIEV.FOR 03,12 I , EAVE 16 DS O S 14 D 14 27 SIZE AND LOCATION. �rP Z AREA I I I 41. BSA�BE VIEW VERIFIED. ®LAYOUT AND DOW19PgJT FRONTELEVATION 3-A 42.ADHERED SYMnCW STONE!VENBR BY EL 00R11DO,e.--w-4 I W ---------------------- AREA 2 45.ANCHORED MASONRY VE�t.SEE SLAB ,MW INTERFACE PL 1••� o j SPANISH rxa u,�•.rvo• EXTENT OF TOE FOOnNG SEE SLAB INTERFACE PLAN). /� 44.LINE OF♦2'WAINSCOT.SEE MEVA11ON FOR HEIGHT. V RODS 'PLAN 3- ROOD PLAN 3-� 45.LINESLAI OF KAMZWACOTL9AN INS.FOR SEE ELEVATION A I OR HEIGHT.SEE ,�N � 5N.A6 INTERFACE PLAN FOR MORE INFORMATION o 46.B.I.REfiL'ET MR GOL.OR CHAT GHANFiE. c AT OPT.COWERED PATIO "" "'•1p •I a 41.WMANICAL TUB ACCESS PANEL,CORROSION RESISTANT,VERIFY ca4' N SIZE NO LOCATION.PAINT TO MATCH STUCCO COLOR. 46.REPEAT DETAIL AT OPPOSITE SIDE OF OPENING. ATTIC, VENTILATION CALCULATIONS 44.14'A'*AMASE EXHAUST VENT.SCREaeD AND LOUVERED. ATTIC, VENTILATION CALCULATIONS 111R>IR70 TRwRR9 Arno VWLA11NP W=FM AOOtWK MDIINA"W M tW71GNNtDAMVN"TWt0ftPoxN7anONFLWM%T O � EXTERIOR FINISHES 'Al. �a)W= PLAN Fl_AAMI v°�"em°O Poo'" ens veer v i A. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. �ma R°0 "D °N'dN a roTN '3-A' B. ALL EXPOSED WOOD TRIM,PLYHOOD,SHUTTERS,POSTS AND DIMR;069616 ''�" 100°'`�"' "�"' `�""" as rq as RU a".NX as MX as RU ft k) CORBELS TO BE'RESAW AND SHALL BE PRIMED ON ALL SIDES'3-A' as rrT an RN as N as W (da W to R�U AREA-1 L. Mx iau IWA (4"W Tau wr. yo au FIRM TO INSTALLATIOWASSE4BLY. AR>rA-I F] wn w"" w� W AREA-2 "o m w Rue ro w� ro C. ALL EXPOSED OR S1 TO Or-AM HA VINAm TO HAVE REVISIONS S AREM3' rw w wn nKs.ro w� ro CONNWTORS NTH A TEXTURED BLACK PONDER COAT FINISH. BLD*•DEPT. 06/1&W i D. EXTERIOR PLASTER PINISK CAJO NT o6MO/2016 TYPICAL ROOF DETAILS TYPICAL ROOF DETAILS E. TYPICAL SONNG TO BE, IA MS HANDS!LAP SIDING,NER�OS aRJm TO I*fm "TOR 6TNOMD C411" NWT Rl17 MON NOR RMU EXPOSURE,6' BLDB.DEFT. 01/26/w* J�ROOF moor vecx/vetroMtalaMSNae 4NOND NOIOIIIOID IIOf IR7oECm OM IROOr RAW FINISH e3 ROOF b ROOF DE'LK D.I MATERIAL DJ DJ PENETRATIONS MATERIAL Dl DJ PENETRATIONS ROOF PLAN NOTES OM Ah�INDICATES 4,12 SLOPE UNLESS NOTED OTNERNSE ON ROOF P AM. A. AL ROOFING TO BE CONCRETE W TLE( "W) A:xL- HRrL (aA_A RATED)OR APPROVED BGIJAL - I (MAX LOAD of to Les PBRIavweP"N OPT.16,,�. B. AL R00P OVENNAN6 AT RAKE CONDITION TO BE 2' UN.TSS --A-5 IT VOTED OTNERAW ON ROOF PLAN. OOLWE(2)6046 BL. I 'D2_ C. TYPK,AL ROOF OVERHANG AT SAVE GODITION TO BE 12" UNLESS '"""-'N-CLOwr REQUIRED ATTIC VENTILATION VI,�4 3040 9L.WINDOW N•IIOOINS AT OPT. - NOTED ONNNERNSE ON ROOF PLAN. Io46 x. ADDND AT oPr. - ® i NMIDOW ADD 01 -OdeReD PATIO �_ - NQL N� 1.awL/ I � PATIO NFL •�N Arne VENTLATION GALCULATION5 PER CRC.R606D AS FOLJDWS, 7=l _ - A. ATTIC AREA(SO)ARE FEET) In - ---- - --- n in -- 1r-rr y r� --� B. DIVIDE A 61'300 AND MLTIPLY BY 144 TO-ALGLATE THE TOTAL rrT rrT I i iiy RE'.QNRPD MIN.NET FREF VENTING AREA IN SdIARE INCHES.AT % w i LEAST 401M AHD NO MORE THAN SDI{OF of AECaNRED VENTING OJf 21 y 14 AREA SHALL BE PROVIDED WHIGH VENTS LOCATED NO MORE THAN I ftclleeF brr es i I •! T T i I i S FEET VERTICAL BELOH THE RIDGE OR HIGHEST POINT OF ROOF Aye y-4 T E/Q J C Q O O Q 1 i 4 J NTH BALANCE OF VENTING PROVIDED BY SAV LOW VENTS OR IN --------------L---------- 1" 1" �' l-il iii j.. � CLIMATE ZONES 14 AD Ib_ I OR II VAPOR RETARDER SHALL __1 BE INSTALLED ON. ----- _ FLR _--_ -------- -(1)604 SL.HIr_W --------------- _ PI �EDIVI MET_ 51DE OF CEILING. - - „ TOP PLT T17P PLT. _-------------------WALK_INLCSET-- ------------ TOP PLT BY ha:e bsc:,, n ,B1eeF44 TO CALCULATE THE ------ --- , VENTI IN 3OUARE 1250 CORONA POINTE COURT TOT ------ ----- TOP PLT Authorization is IMP T CLIMATE SUITE 600 _- --------------- „bforadhere CORONA,CA92879 F ----_---- - ante. it pending PH:(951)4284400 G. rlNT@�,*N 1W1 RWALATM&AREA PROVIDED o I� C'.�lS'f68�ATnc"''HART FOR FREE o I� #11by all�a�Rp' d b .-d pw D. 1 issua_. �`11fsIR,. of a^k be cons :n AURA Q v S q F-F _______ ________ _____ __ __ _____ _ ___ _____ _____ __ r ____II ______ ______ _-t T„c p+s"Nl1T"L V144411IAnNB AREA PROVIDED • F I( T 'lam A?fIC'VElilfPM4NR1•FRYIR FRB:AIEAI Q C 4N E( 1�1T .: M4 oh~ tt.AIrA/bo ww AT CI�111'�N lid s PA-!0 4 E. Tor&-sdao fE iwa 5 OF NET PRt°J:VENTILATING AREA PROVIDED BY UDBR SAVE VENT MACES.02 SO.M.OF FREE AREA MIN.W PLAN 3 ------- 'r L7•VENT KOCK AT TRW DAY M WVENT BLOCK AT RAFTER BAY _ ----- L-�---J P F. TOTAL SWAM INCHM OF NET FREE VENTILATING AREA PROVIDED. ELEVATION"A" ----------- 0". PRO001!0,00EW AND VENTILATION MOM CALIFORNIA, R 14 G S 14 O N4 '1 14 G 3 14 G 14 G 4 9 ---- FRAMED AREAS TO ADJA- T ATTI- FRONT A REAR ELEV. ACES.REFER TO EN Q� a Q ''"� Q /� STRUCTURAL DKANNGS FOR SHEATHING PENETRATIONS. A ROOF PLAN REAR3-A N Z A I� 3-A �J"�R - 3_.� NOTE,FOR.ADDITIONAL BBERAL ATTIC/ROOF AIR VENTING 1e01,11MINERM REFER TO GENERAL NOTE SHEETS. AT OPT.COVERED PATIO °L"" "*'•1O AT OPT.COVERED PATIO 4 DECK ° µ'I O RG1LG w-rQ 3,6 T1q PR/IECNiNNI arFlT IRIH NUTEJwRAwn J05NUMBER:W3-15515 OWOMM CRRIIIIICIIII Rl11IDR FCII NEIERSR RMDRRE CJLC.IEC, WT.REEINEET U r COPMROHT ©2015 IMEENI NI LABOR ARCINT= ELEVATION/R00F NOTES ,AA4 I. 2X6 FASCIA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. 5. 5xb EXPOSED RAFTER TAIL5 MTH SHAPED ENDS,SEE DETAIL.ALL RAFTER.TML5 TO BE 5WALLY SPACED.FRAY-MR TO COORDINATE �G��EkSKI bo WITH TRUSS ENGINEER. 4. EXTERIOR PLA57IN OVER PAPER BACKED NTH YORE 1M 1. S. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. o E 1 6. I-COAT 5NG40 SYSTEM 1. EXTERIOR HARWE 5117046,SEE EXTERIOR FINISI NOTES. D. EXTERIOR GRADE PLYWOOD SOFFIT. 4. TONGUE AND GROOVE SOFFIT. to. 5PACED%x 2 VERTICAL WOOD TRIM AT 6"O.G.OVER EXTERIOR GRADE PLYWOOD OR MDD.BOARD. it. EXPOSED WOOD GORIER TRIM,SEE EXTERIOR FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR MDD.BOARD. 15. SIMULATED PRECAST FOAM TRIM,SEE ELEVATIOWDETAIL FOR 16 55 ACTUAL SIZE. DJ 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 15. EXPO-cW HARDIE TRIM,SEE ELEVATIOWDETNL FOR ACTUAL SIZE. 16. BUILT-UP U RVED'PLYWOOD TRIM OR M.D.O.BOARD. rT. FIXED SHMERS,SEE ELEVATION FOR SIZE. ■ y n 0 16. PROVIDE,5M DETAIL. �� 'i 14. PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. 4 14 \ IS'x54' 1 22 'CONTINUOM RAlIMN66.�DEXTERIOROF TO PL TER SCREED,SEE DETAIL. Q 2 22.6.1.FLA&"AID SADDLE/C NJOKET. m GPi N)Z _y 23.APF■P/®TlSC41NATION GAR WITH!PARE!ARRESTER FROM LL SIR * --- - fl MYaiFAGAAIR. w a 24.LHE�aawRloR GEA.INIG AR IUTl41tICIlR ISALL. El -� 25.ADIOW!WARY ■W 9L SIOIMP0. INSTALL rr _ rl!-1 mm 26.LNMtED ADDI■!f6 iltiN. 'D3 µ DS ❑ iii D1 21 2-7.SMMP®POAM CORBEL,SM DETAIL. ■ o°i 21 0 4 o Q III I 4 c :HMO,i wassFAMroR 20.*VOW WOOD 001110111L,SEE sly r � " r Z L_ 51. MANUFACTUREDEE-CCON GOLUNMN. ■ 52.PRE-CAST CONCRETE LE VENTS,S/TRIM,S�DETAIL. RI RLIR. FI RL. RI PLR S5.METACIEWLR ID fAl-9E TILE VENTS,`.�ELEVATION FOR ROGATION. o _ RI 'S4.�•K RULING,SEE DETAIL. 1� N ------------------------------------------- 55.WOOD RAILING,SEE DETAIL. TOP PLT. TOP PLT. ___----- TOP FLT. i TOP PLT 56.DE•LORATIVE METAL,90 DETAIL. � Q v -------------.-------- - ---_ ---- El E _.------------ - ST.EXTERIOR PLASTER Imo,SEE ELEVATION FOR LocAnoN, DEPTH AND SIZE OF FINISHED OPENING 6 Nr-- 50.6.1.5GR1'�AND LOUV�J'SABLE END VENT',SEE ELEVATION ■ w qqI yi FOR AND INFORMATION. REWIRED ATTIC VENTILATIONCA4AAT FOR MORE t� � Ia 5q 'ROOF SEE REQUIRED ATTIC,VENTILATION _. _E .. . -- ------------ T -0' CHART FOR MORE INFORMATION. a J 40.DECORATIVE(FALSFJ VENT/LOUVERED BOARD,SEE ELEV.FOR SITE AND ROGATION z � 41. 6.1,6UTTE3R AND pOYtNSPOI7T5,GUTTER LAYOUT AND DOWNLWGIJT d, I LOCATIONS TO BE FIELD VElJMW. 1 42.ADHERED SYNTHETIC STONE VEER BY E.DORADO,!'5R,-12B. 42 I ° 45.AIIGHOIM MASONRY VEgR.SEE SLAB INTERFACE PLAN FI FLR FLR FI RLR --__�_- ---�I� It it FI EXTENT OF TOE FOOTING SEE SLAB IRMRI.AGE PLAN). FIN" ¢ 44.LIlE OF+1'NVAtNSGOT.SEE ELEVATION FOR HEIGHT. cc ¢ -- �.; 45.LINE OF NMISCOT FWAY16.SEE ELEVATION FOR HEIGHT.SEE v r-v SLAB INTERFACE PLAN FOR MORE INFORMATION- 6.1. p 5 5 i t4 H-5 s B B 14 4 1 46.6.1.REGRET FOR DOLOR GOAT CHANGE. n D.4 5 14 D.4 5 14 �_�pg1; DS D2 4T.MECHANICAL TUB AC ES PANEL,CORROSION RESISTANT,VERIFY LEFT 3-A L.EPT 3-A LEFT 547E AID DETAILOCAL AT PAINT TO MATCH OFMIN COLOR 3- 46.REPEAT DETAIL AT EXHAUST EN.SC E OPENING. 49.14'fc6'6ANRA6E FJWNIST VENT.SGI�NlED AND LOUVERED. AT OPT.COVERED PATIO ' ' AT OPT.COVERED PATIO 4 DECK '"u''" EXTERIOR FINISHES 1114 )0000(XJ000( A. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. 5. ALL EXPOSED WOOD TRIM,PLYNDOD,SPUTTERS,POSTS AND Bata:05-W15 CORBELS TO BE'RESAYN'AND SHALL BE PRIMED ON ALL SIDES PRIOR TO IN5TALLATIOWASeENNBLY. C. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN REMIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' CONSEGTORS WITH A TEXTURED BLACK PONDER COAT FINISH. I OLD&DEFT, 06/25/2016 D. EXTERIOR PLASTER FINISH: s CLIENT 06/9012016 E. TYPICAL SIDING TO EE,JAMP5 H,*JWM LAP SIDING,t8R�05 EXPOSURE:61 01.019.DENT. OV26/2016 FINISH ROOF PLAN NOTES 1104 INDICATES 412 SLOPE uNLE55 NOTED orHERWISE ON ROOF PLANS. 010 TY A PICAL ROOFING TO BE CONCRETE W TILE 'A') EAGLE MR-NOD(CLAW A RAT'W)OR APPROVED EAHV. MAX LOAD OF 10 LOS PER SOUARE Pm P� _LN B. TYPICAL Moor F�OVEiHHN16 AT RAKE!CONDITION TO EE 2' UNLESS _ --- ----------------------- - n � NOTED OT'ftlRNASE ON ROOF PLAN.I I � � � � ❑ G. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO ME 12' UNLESS NIDiE7 0TI8RYa5E OH R00F PLAN. REQUIRED ATTIC VENTILATION AA< o4 pro � ATTIC,VENTILATION cALc1A.ArloNS PER cNec.R606Z A5 FOLLowS: i- A ATTIC AREA(SWAM FEET) I N 2046 SA. S. DIVIDE A.BY 500 AND MULTIPLY BY 144 TO CALGL'1.ATE THE TOTAL WINDOW AT OPT. REQUIRED MIN.NET FRIG VENTING AREA IN SQUARE INCHES.AT ------J seDROOM 5 LEAST 40%AND NO MORE THAN 50%OF THE REHIRED VENTING fl R.IR. - ------- ---------- ---- -_.--- PI AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE THAN TOP PLT. K--1"CONDUIT TO POWER TOP PLT FBET VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF ROOF ----------T--FANEL-FROM-,OLAR-------------------------------------------------- I.114 BALANCE OF VENTING PROVIDED BY EAVIV LOW VENTS OR IN PANELS ON ROOF CLIMATE ZOM5 14 AND 16 A GLA55 I OR 11 VAPOR RETARDER SHALL KWR . --- -- -- ---- --------_---_ --❑-_----------_---------- ❑ - ------ -_ BE 1 NULLED ON THE m 51 AT44J. PROVIDE LINE FOR DIVIDE A BY ISO, GALOJLATE THE FUTURE HOT WATER TOTAL REQAI@8 `AREA IN SQUARE 1250 CORONA POINTE COURT . SOLAR --_ ZONES gAMP 16) 1" ��ECi11RED A20 t"IMATE SUITE A 9 i _ � ZONES P{AND f6). ,._ ce tote CORONA,CA 92879 _ N� � By--- d far aFldu 'c icaten is PH:(951)428-4400 2 P r G. TOTAL 91i (§1yAT'nNG ai nPRov1DED O 1C Q ■ BY 6A" 1 Qd�N'P.3 VENT CHART FOR�HT PUREE o S 'pP'„val by all a I;ez a O of"6Ad"E AND VBNo t lV D. TOTAL - sua ,�WT '.I aV®NTILATING.MRFM PROVIDED Tp _ AURA PREW _. ------- - -- - - P --------- - -- srY ,.%r+R�NI■+T�Q1x�'ATT1G VENT dPMyST Nrre lW@:MIEA1 - ���� - �.A11EA/IfO v!►rr ATlIw�+ON an M-�0 I4 DS E. TOTAL smApt-wArs OF NET PREB BY VENT HLOGK5.022 90I NTI OF FRS AREA ML.Anw AREA IN.MAJ RlrvI I T - C!"VBIT BLOCK AT TRUSS BAY Tm["VENT BLOCK AT RAPM BAY PLAN S F. TOTAL 50UARE INCHii OF NET NREE VENTILATING AREA PROVIDED. ELEVATION"A" r----� PROVIDE ALOE55 AND VENTILATION PROM GALIFORNIA RIGHT a LEFT FRAMED AREAS To ADJACENT Arne SPACES.PW TO STRUCTURAL DRANNGS FOR 51MATH INS FENETRATIONS. NOTE:FOR ADDITIONAL GENERAL ATTIC,/ROOF AIR VENTING REQUIRE343NT5 TO 6ElFRAL NOTE 5HET5. at 3m6 9+ ms m=T SHALL C■NPLT vm WOBIWS ANC IbNllAUC/100 NEINODS Fox OIIBaax MA1UFaIE JOB NUNBEB:OMI5015 iq E UVM PBI&&C,SEE;=097.SEE SHEET 6.3 COMMI(INT ©2615 FOx AOCfItOM'LLR om' I SASSEMPN L110001 AfCWMTS FLOOR PLAN NOTES IA114 I. 56'CLEAR REFRIGERATOR SPACE.PLUMB FOR HATER SUPPLY. VERIFY HIDTH AND DEPTH IF BUILT-IN REFRIGERATOR 2. 50'SLIDE-IN RANEE AND FETAL EXHAUST HOOD ARV.H/LIGHT AND FAN.(MIN.I00 CF.M.,MAX.5 SONE,AND VENTED TO OUTSIDE AIR). GERSKI 60 5. PANTRY.SEE INTERIOR]ELEVATIONS. 4. 50'BUILT-IN OVEWMC~VE COMBINATION. S. W-O'PRE-FAQ FSEASL.AS5 N151SHOMER WITH HATER RESISTANT a N i�b oLL WAINSCOT TO 60'ABOVE DRAIN UNO.PROVIDE SHOVER CURTAIN o�"'yJ z wpop ROD U.N.O. S,� N 20-1' 6. PRE-CAST SHOVER PAN.SEE PLAN FOR SIZE.TILE TO 60'ABOVE ry * 5 DRAIN U.N.O. .. 7. SHATTERPROOF&LASS S OHER ENCLOSURE.SHOVER DOOR TO BE A MIN.22'CLEAR 6. 102.AQUATIC ift.HNOL06E5 TUB/SHOFER COMBO.(HALL COVE RINS5 TO BE CEMENT PLASTER,TILE OR APPROVED EQUAL TO 60'ABV. DRAIN AT 5HOPFS OR TUBS W/SHOHERS.MATERIALS OTHER THAN STRUCTURAL FEF6ER5 TO BE MOISTURE RESISTANT) 9. %OHM SEAT.SEE PLAN FOR HEIGHT. 10. LINEN CABINET.SEE INTERIOR ELEVATIONS. II. BUILT-IN 5kELvES BY OTHERS*SHELVES AT 20',16',12',12',12',12') 12. 72'X 56'X 22'RECTAN&A.AR TOO WITH TILE NAIN5COT.PROVIDE MOTOR IN WINNER Q/;} OMB AT OPTIONAL SPA/tDROFVYJ6 BATlBS VERIFY SIZE--- - - - - - - - - - NO LOCATION OF ACCO PANEL. ,y __________ _ _ 13. HATERHEATER B'VENT TO OUTSIDE AIR O F------------------- r--T--- ------------- ----- 14. TEMPERATURE AND PRE55URE RELIEF VALVE. y(�N��� I I r------ 15. TMKLESS WATER HEATER PROVIDE FUEL&A5.INSTALL AND VENT c) PER MANUFACTURER.REFER TO H.VA.G.DRAWINGS. � LLJ FOR KASHER. n. PROVI9 SSMMITTY PAN TER AND��DRAIN EEHEAT14 HASHER. t- IS. DRYER VENT MAX.14 FEET LEN STH INCLUDIN5(20 40 DC-6REE ELBOH5)PER GAL.504D. 5, I I \ / I GREAT 19. 14.6'SARA EXHAUSTAND 6E VENT.SCREENED LOUVERED. 20.PLUFBIN&HASTE DROP FROM ABOVE. 5, I I p I I ROOM 21. FAJU.IN ATTIC..PROVIDE 50•X 50•CLEAR ATTIC ACCESS PANEL I \ MASTER I I I (OR PER C.M.C.404.10)PROVIDE FUEL 5A5,LIGHT AND SWITCH. ----- BED OM I I 22.22'x70'POLISH FRMED ATTIC ACCESS OPENINS PER C.R.G.RDOT.I. I I \ I I I 25.LINE OF DECORATIVE PORCH R ILINS.SEE ELEVATIONS. 24.LOP OF EXTERIORS BALCONY GUARD.SEEN 42"IN1 HEIGHT. FOR DETAIL. - TOP OF GUARDS SHALL NOT EE LE55 THAN 42'IN HEIGHT.OPEN � _.._ _._. &UARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAFEtITAL a PATTERN SUCH THAT A SPHERE 4'IN DIAMETER CANNOT PASS THROUSHI PER WILL.R912.1. cc �✓) 25.DUCT CHASE.VMFY WITH H.V.A.C. W.G.DRAN&5. I I I I 26 BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMINS PLANS. 27.LINE OF CRIPPLE HALL ABOVE. i w LOCATION OF HATER CLOSET AT FLOOR ABOVE. 29.DIRECT-VENT SEALED GORWTION TYPE EXTERIOR FIREPLACE.SEE W c PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.G.,16NITM SWITCH, "". O MASTER --- DOM'T-VENT TERMINATION PER MPR SEE MFR SPECS.FOR RAISED HEARTH RECUIR17-ENT5. I I I 50.2Xb STUD WALL. IH BEDROOM 3 BATH �" I( \ WIN , I O ; I I 51. PONY HALL.SEE PLAN FOR HE16W. c_:o 52.DIRECT-VENT SEALED COMBUSTION TYPE INTERIOR FIREPLACE.SEE •A a a PLANT FOR FIREPLACE BOX SIZE.PROVIDE F.&,IGNITOR 5WTC I, p / I \ ' I IN TERMINATION PER MR SEE MR sPEcs.FOR RAISEDOIO' DININI57 T �I s.EFTIRIGAL SERVICE PANEL.(SEE UTILITY PLAN).SEE 6EERAL� _ cc gU NOTES FOR 6R.OADIN5 INFORMATION. t I Ij r-- jI I I I 34.NEPEL POST. roc 55.FLAT SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. o 56.ARCHED SOFFIT.SE'_PLAN FOR HEIGHT OR DETAIL. ' f� gT W.SAS 1 FLOOR LINE UTILITY PLAN. 54.ENCLOSED ACGE561BLE SPACE DOER STAIR SHALL EE PROTECTED _---____ --- �'1 7, L------ __LI_____ Fj WITH V2'SYPSUM BOARD ON ENCL05M 51DE PER G.R.C.R702.1. 40.42'HIGH&HARD PER GAL.R512.1. I - _-_ - I ---- - 4L 54•-5D•HIGH HANDRAIL ABOVE NOSINS PER CAL. XXxxX XAAAX --- ---- - 42.LINE OF ADHERED SYNTHETIC STONE VBEat SEE ELEVATION. 45.L INE OF ADHERED MASONRY VENEER SEE ELEVATION. Date:00-00-15 44.LE OF+2'HAIN5GOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF HAIN9COT FTIRRINS.5EE ELEVATION FOR HE16W.SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. REVISIONS • / I \ I I I I 46.DOOR OPENINSS BETPE@I 6ARASE AND RE SIDENGE SHALL BE SOL.(ENTRY - - - - SOLID HOFEYYCO ID-WREE 5TM HOOD DOORS HOT I THAN ID 5 S r�LgSTMTHHAN 1'�S/e cuBlr o617or�Ow INCHES THICK,OR 20-MIWM FIRE-RATED DOORS,EWIPPED POTH =Til / \ I --- I 41.PROVIDE MINN.100 50.IN.OPENT IN6 MAKE C+Htr,DEVICES. R AT LAUNDRY BEDROOM 2 L�=�I BA. 1 / I \ I t� I I o 46.ROOM TOPE BLAR�HBT.54•ABOVE FINISH FLOOR TOILET PAPER HOLDER-HST.24'ABOVE FINISH FLOOR. 50.TOP'EL BINS-HST.54'ABOVE FIN15H FLOOR LAU. -_ 5Z.UNDER RF RI&ERAT O R/BEVERAGE COOLER FLOOR DRAIN. 55.SHELF,WE PLAN FOR HEIGHT L T OPT. 5 .LAUN SIK. ----- -- 55."N SHOPER W_Ao. 5ECR.00M 5 6.1 NICHE. A&I DRY SHE 60 ABOVE FINISH FLOOR. \ I DEN/OPT. LEGEND 1.4 BEDROOM 4 4 = INDICATES HALLS RESUMNS 1/2'MINIMUM SYPSUM WALL Y- BOARD ON GARAGE SIDE OF WALL FT,C(�GIPANCY \ BATH 3 SEPARATION PER GAL.TABLE We ��u;aacr Inc. - - ( PORZH �%7/7/�,E INDICATEi 6)LAYER MIN.Pr@' ,rrdlM LEILMS ry V ry ----------- WHIM AT71C 5X0GCYPSMURST7! th ROOMS - - - - - - - - - - - - --------- n F �1 ar - n .. iT Pendi J� INDICATES s� F d to { ySb SEE PLAN FOI� nted to I- I wl^cieg. INDICATES I-HO 4" RESISTIVE HA"Y'nit - A ABLE�, , � = r PardeeHomes GENERAL PLAN NO A. ALL INTERIOR DOORS TO 410[:14"ORE 1 5/6'THICK UND,(SEE V • W-b' I V-6 Ib'-2' -3 9/ PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE 1250 CORONA POINTE COURT bb' 19'-II In' DEA05MT AT TOP OF INACTIVE DOOR. SUITE 600 NY-4 In' B. ALL SARA6E SERVICE DOORS TO BE HOLLOW GORE 1 5/4'THICK CORONA,CA 92879 37'-0• �-0• EXTERIOR 6RADE.(SEE PLAN FOR SIZE). AND CK G. ALL ENTRY DOORS TO BE SOLID GORE 1 5/4'THI (SEE PLAN FOR PH:(951)428-4400 SIZE).A o BOTTOM OF INAGnvE DOOR D. ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE 1 5/4'THICK.(SEE SECOND ILOOR AD1�ENI;UM FIRST FLOOR AVC)ENDUM $ PLAN FOR FAR SIZE).AT DOUBLE Or PROVIDE AURA DEA05MT AT TOP AND BOTTOM INACTIVE DOOR. PROVIDE 14'x5' E. BULDE R SHALL VERIFY NTH WIDOW MANIFAGTURER THAT ALL WALS V4+11-Ir W.A%L+,,,R'•W + SRHI I E ABOVE ESCAPE OR RFSCAE HNDOP6 HAVE A MINIMUM NET CLEAR OPENIN6 AT CANYON HILLS PA-20 IRS TO BA51G PLAN FOR REFER TO BASIC PLAN FOR DOOR FOR OF B.7 SMARE FEET,GRADE FLOOR OPENIN65 SHALL HAVE A NOTES,DIMENSIONS,AM NOTES,DIMENSIONS,AND I MAKE UP AIR MINIMUM NET CLEAR SHALL 2 '. 5 SO.IM THE MIN NET OENI _ INFORMATION NOT PN HERE. INFORMATION NOT SHOY'N HERE. OPEtINK ffhSHT SHALL BE 24'.THE MINIMUM NET CLEAR O'B41N6 HIDTH SHALL BE 20'AND THE BOTTOM OF THE CLEAR OPENINS NO PLAN S GREATER THAN 44'ABOVE THE FLOOR(GAL.R510.1).PONDOH5 NOT FEETIN&THESE REG UIRa6rTs SHALL BE BROU&HT TO THE FIRST&SECOND FLOOR IMMEDIATE ATTENTION OF THE ARCHITECT. F. THE LOPEST PART OF THE CL.EM OPENING OP OPERABLE WNDOWS ADDENDA I'BII LOCATED MORE THAN 72'ABOVE FINISH&RADE OR 5URFA6E DEON SHALL BE A MNIMUM OF 24'ABOVE THE FINISH FLOOR WEN m PROVIDE 1' OPERABLE SECTIONS OF THESE WINDOLS ARE LOCATED LE56 THAN T •ABOVE THE F1 -FLOOR�E. SHALL ��� !�AT THE PASSA6OA 4DIAMETER.SPFERE.� 23 3.7 MACE UP AIR THIS PROJECT SHALL COMPLY MTN MATERIALS AND n "MAKE UP AIR" CONSTRUCTION METHODS FOR EXTERIOR MLDHRE EXPOSURE PER C.R.C.SECTION R327.SEE SHEET G.3 JOB NUMBER: 023-15015 AT LAUCRY ROOM FOR ADORBNAL REQUIREMENR. COPYRIGHT ©2015 BASSENIAN LAGONI ARCHITECTS ELEVATION/ROOF NOTES ------------ I. 2X6 FASUA,SEE DETAIL. I I S. Sxb EXPOSED RAFTER TAILS WITH SHAPED ENDS,SEE DETAIL.ALL I I RAFTER TAILS TO Be BWALLY SPACED.FRAMER TO COORDINATE i I NTH TRUSS ENS11 4:12 1 I 4. EXTERIOR PLA6TER OVER PAPER BACKED WITH WIRE FESII. =Q a I S. EXTERIOR PLASTIER 1 9T0000 SYSTEM IT OVER EXPANDED METAL LATH. 6. a N ry ry I 1. EXTERIOR HARDIE SIDING,SEE EXTERIOR FINI5HE5 NOTE5. --------- -1/ LL 7 ~+ • q. TONGUE 6ROOVE SOFFIT. `n"L� 3NFSiy' r �+ 02 R 10. SPACED 94 x 2 VERTICAL WOOD TRIM AT 6'O.G.OVER EXTERIORBRAVE PLYHOOD OR MD.06 BOARD. 4' 1 4d2 I viell - --- HIM HEEL 11. EXFOSED WOOD CORER TRIM EXTERIOR FINISH NOTES. I I -------------------- ---------- ------------- 12. EXTERIOR BRADS PLYWOOD OR MDA.BOARD. II5. SIMULATED PRECAST FOAM TRIM,SEE EL£/ATION/DETAIL FOR Q IACTUAL SIZE. AREA I I 4:12 ® 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. BIILDINS LNE 15. EXPOSSED HARDIE TRIM,SEE M.EVATION/DETAIL FOR ACTUAL SIZE. 16. 13 JILT-JP'GIRVFD'PLYWOOD TRIM OR MDA.BOARD. I11. FIXED 5HUrrIE R5,SE3 ELEVATION FOR SIZE.r_7 I1°00FLaE 4 I6. PROVID-F,5EF DETAIL.AT ALL M r---------- i1a a.s- IID120.CLMT'INXJI1516:EXTERIOR PLA5TE15GRSV,98E DETAIL.Ll�iA a+�✓S 4.I2 21. 6.1.FLASHING RCOF TO WALL. OI -r-----T------ I 0 AT OPT.WIIF D r'ATIO 0 VWX ---- ----------------------------------- flr!ROVED 1"11MINATION R. �1111I�i,Li.l, .y I i iiiI 2S.AFPROVED 1>mNHATk7l1 GA8 WITH lPAItlC Ai%ffsvlER PROMpow"-----�-----; Z2.6.1,t-LA%FeNG Aw sADrnF- ---------------------------------------------- - ___ ____ I 17CNP PLT AREA 'S O 1 (2�O 50.F! 11'P. --i II 4 S PER Mm v4li it Is- -----�- ,-0 ----.-1------ !� I�' -'------1----- I OPT. 2T.SfMPED FOAM CORBEL,S�DE'TAIL. ■ v_ ______ 1 ]D.NOW P WDOD CEE PLAN F DETAIL.RAUDW USE L D8E 50.EXPOSED T(WOOD BEAM. FOR SIZE. t5,12 e I"CONDUIT TO '�m LMEI `i� IPONE-R PANEL F SI. MANIFAGTURED GOIJ.1rM.5S.DECORATED FALSETTIVTZITS,SEE/gEV<ATION FOREE ILLOGATION 55.WOOD RAILING,5i DETAIL.IIT i RAKE36.DECORATIVE METAL,SEEDETAIL.L- DJ -L ry ♦L' ry I - ST.EXTERIOR PLASTER RFZE%SEE ELEVATION FOR LOCATION �-------- I I i 7 r I FI P1R DEPTH AND SIZE OF FINISHED OPENING. a Lp - --- - - ---- ---- - - 56.6.1.SCREENED AND LOWERED'SABLE END VENT',SEE ELEVATION a 1 �` I --------- FOR VENT SIZE AND LOGAMOK SEE REWRE7 ATT1C VENTILATION ■ "'' 4,12 A I B M 6 6 W CHART FOR MORE INFORMATION. .a. TYP. D3 2- 10 } R D.4 5 14 DS 14 }214 51q.6.1.5GREHED ROOF'AIR VENT.SEE REQUIRED ATTIC VENTILATION �. p EAVE C*bWT FM MORE 40.DECORATIVE ALTZ VENT INFORMATION. LOUVERED BOARD,SE ELEV.FOR I AREA I I I -------_---- FRONT �L�1�r4TION 3-8 51ZE AND LOCA110N. 1 I ---------------------- - 41. LOCATIONS ATIONSWnTR TO BE FIELDVRIFIE Tf1RLAYOUT AND DOWNSPOUT TRADITIONALt'WO`O LOCATIONS TO BE FIELD VERIFIED. V w 42.ADHERED SYNTHETIC STONE VENEER BY EL D ,E5R-IRIS. ' 4J AREA 2 45.ANCHOR®MASONRY VENEER SEE SLAB INTERFACE PLAN i� ROOPPLAN 3-S ROOF PLAN 3-5 44.LINE 12. NSC ELEVATION INTERFACE cc AT OPT.COVERED PATIO w••Fc• 'r^ VD 'b 45.LINE OF WAl15GOT RIR RE.SEE ELEVATION FOR ME16HT.SEE -- SLAB INTERFACE PLAN FOR MO INFORMATION. L'� RIN6 46.6.1.RESLET FOR COLOR GOAT CHANGE. 4-1.MEGHANICAL TUB ACCESS PANEL,CORROSION RESISTANT,VERIFY Q SIZE AND LOCATION.PAINT TO MATCH STUCCO COLOR. LO ATTIC VENTILATION CALCULATIONS 46. 'b* DETAIL X OPPOSITE SIDE EE OPENING. ATTIC VENTILATION CALCULATIONS aa�,n+eaWW ATM NWLA «'WrE5F�AMrOW WMAMIL 4q.14 14 x6'6WA6E EXHAUST VENT.SCREENED MAMWH2®. Raet TO WA RV ATM MIRATW WM Fdt AODHICINAL WORMTWN i7 . c v PLAN A� „� �� � � EXTERIOR FINISHES A. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. n Ma Fr1 Ali.W Ma W fea W Ha W Ha W $• ba rr1 fea W 0a W da.IW 6a.W fxi W ARE:A-1 iAx IZ A wo Tar B CORBELS To RESAWN".WDYSFIALL BE PRIMED ON ALL SIDES .Dale:00-W-15 AREA-1 wi �" N°" wA +w wsx wA xo wa ♦per PRIOR TO INSTNIATIOWASSENBLY. !11 = Nb•9O = 910 IW AREA-2 NO ns WA n7a•In WA AREA$' n4 ei wA fLa.ro wA wu INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' R REVISIONS G. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HI TYPICAL ROOF DETAILS D. £xT=ICR PI-ASTER FINISH: OAK PONIDER GOAT FINISH. A ��T TYPICAL ROOF DETAILS OEM To nE FOIIONNe Pm s mmv cawmm HN me" =aw ROOF FLAW E. TYPICAL 51DING TO ME: iME5 HA EPIE LAP 91DIN16,N°R-40S4os PUM TD TIE FOU.0141 a MR STAN7WO OODHIOIft WT Itmomm ON A"MAW EXPOSERS:6' �•�F• FINISH e ROOF D I6 ROOF DECK .I- MIATERIAL IJ 'b PENETRATIONS MATERIAL DJ DJ PEFETRAT'IOKS l ROOF PLAN NOTES114 .J6,INDICATES 4.12 SLOPE UNLMG NOTED OTTFAYNSE ON ROOF PLANES. A. TYPICAL ROOFING TO BE cONGIMM FLAT TIE(ELEV 15') -JVE BY EAGLE EM-1100(CLA96 A RATED)OR T iS 1 (MAX LOAD OF 10 L05 %s PER SaRE LA POOT). scot Fes, - T S. IGAL ROOF OVERHANG AT RAKE GON fI v+ Au ^, K f o the NOTED OTHERWISE ON ROOF PLAN. e�.� .Fh7�,se�'F❑ns hsve-- ..ethorization Is DEItTE(2J 604E SL. C. NOTED OTH8RMU5E ON R00F TYPICAL ROOF OVERHANS APLrI'1. ram'et, an�`ta FAVEo a Ids.Permit pending WINDOWS AT OPT. 165d4' WALK-IN (b Y o _ _ erm"based °f 4 1110PT. REQUIRED ATTIC YENTILAT N P = _� nce c:x: 'ww- 1 t be cons.: HEEL F!� •�,L '�,L HEEL `1 HwL '�.H ATTIC VENTILATION CALCULATIONS PER rJR.e. "� TL, •. �. ------------------------- - ----------_------------ - ------ - ------- - -- ------_ - A. ATTIC AREA(SQUARE FEET) B. DIVIDE A BY 500 AND MULTIPLY BY 144 TO-GALGIA.JRE THE TOTAL �E- _3j �F_ _�� �F€ _�� REQUIRED MIN.HET FREE VENTING AREA IN SQUARE MC.HES.AT IC= =31 II I`= LEAST 40%AND NO MORE THAN x OF THE REWIRED VEQTIN6 �..�Q� IC- _�' !4H = % =y' I 'c= -yl AREA°JHALL BE PROVIDED BY HIGH VENT LOCATED NO MORE THAN I N1 1 :S IF_ I J 5 FEET VERTICAL BELOH THE RIDGE OR H16FEBT POINT OF ROOF R _ FF G=__ FF WITH BALANCE OF VVMNG PROVIDED BY EAVV LOH VENTS OR IN E__ -3 D 4 O 41 i _ _ CLIMATE ZONES 14 AND 16 A CLASS I OR II VAPOR RETARDER SHALL -r BE INSTALLED ON THE WARM-IN-WINTER SIDE OF CEILING. �(DIVIDE A.BY 150 AND MILTTPLY BY 144 TO CALCULATE THE m _ TOTAL REWIRED MIN.NET FRff VEMINS AREA IN SQUARE 1250 CORONA POINTS COURT - PI ---_-_- --_-- -- - F R F FLR `-()6040 SL.WINDOW INCkfS.NAPOR RETARDER NOT REQUIRED AT CLIMATE SUITE 600 -- ----------------- - --------------------ADDED 7Cf'OP'T'-- --------------------- - ZOESI4 AND 16). CORONA,CA 92879 K_- PLT ----- PLT TOP PET. --------------------WAI_ 1N_CLAVMT-- ----------_---------- _ TOP PLT F - TOP - TOP G. TOTAL SCiIARE INIGHg OF NET FREE VENTILATING AREA PROVIDED PH:(951)428-0400 BY GABLE END ATTIC VENTS.(SEE ATTIc VEIr CHART FOR FREE o II AI�N AURA �.BABLI!00 VERT AURA I; D ow■aoF ow van.fm TYC vor-owwr FOR F7m Nw-4) AT}4aRYbY WLllR�a� D r T r 4 p Z I it O HS r p�HW MIT ML 4LOW vtNT M.AREA/■O VENT Ya■e RYFR _ Y JO SS E. TOTAL SQUARE INCFE9 OF NET FRET=VENTILATING AREA PROVIDED BY UNDER PAVE VENT BLOCKS.02 50.IN.OF t'#EE AREA MIN.EAJ PLAN 3 I •VENT BLOCK AT TRJ55 BAY MI-VONT BLOCK AT RAFTER BAY ---- - - - P FIN FLR _----------------- ------- _ L_L- I�`--- PI F. TOTAL SQUARE INGEa OF NET FREE VENnLATIHS AREA PROVIDED. ELEVATION RBn OPT.; PRwoE AccE,.ANv VE nLAnoN FFZM CALIFORNIA FRONT&REAR ELEV. 12 u w I2 u u ID r_1 I0 i 1, I FRAMED AREAS TO ADJACENT ATTIC SPACES.REFH2 TO &ROOF PLAN I4 D4 5 14 D2 14 a}R�� 14 3 t4 D 14 R}I�� D2 14 14 �14 STRUCTURAL DRAWNGS FOR SHEAT141N6 PENETRATIONS. wREAR 3-S REAR 5J-5 R. AR �-� �HREhE/1T'MR�5 'I�TO GENERAL NOTTE SENERAL ATTIC/ AIR VENTINNS 8. AT OPT.COVERED PATIO eGA2' 4 AT OPT.COVERED PATIO E PECK e"L` 3,8 THIS PROJECT SHALL cONFLT 1MTH Nu7ERIAts UYM O NSTNIMM METHODS RR EIITBaDR WKMW JOB NUMBER: WZS-15015 w ElPCVM PER CAG SECIM 027.SEE SHEET Q3 cOPFMDIIT ©2015 FOR aD0Tn0Nu REOIRRBIIBITE. MEttTIUN usoNl ARCHITECTS ELEVATION/ROOF NOTES I. 2X6 FASCIA,SEE DETAIL. 1 2. 2X6 BAR6E,SEE DETAIL. 5. Sxb EXPOSED RAFTER TAILS WITH SHAPED ENDS,SEE DETAIL.ALL RAPTGR TAILS TO BE EQUALLY SPAOM.rRAME.TO COORDINATE MOTH TRIMS ENGINEER 4. EXTEFUM PLASTER OVER PAPER BACKED WITH NINE MUSH. s. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. <N LL 6. I-COAT STUCCO SYSTEM O�yp � T. EXTERIOR HARDIE 5IDIN6,SEE EXTERIOR FIN151f5 NOTES. J+ 6. EXTERIOR 6RADE PLYWOOD SOFFIT. 7 S 9. TONGUE AND GROOVE SOFFIT. 10. 5PACED%x 2 VERTICAL WOOD TRIM AT 6"O.C.OVER EXTERIOR 6RADE PLYWOOD OR MDA.BOARD. II. F_7P'05ED HOOD WINNER TRIM,SEE EXTERIOR FINISH NOTES. 12. EXTEMOR 6RADE PLYWOOD OR MDA.BOARD. 15. SIMLATED PRECAST FOAM TRIM,SEE ELEVATION/DETAIL FOR ACTUAL SIZE. 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 15. EXPOSED,HARDIE TRIM,SEE ELEVATION/DETAIL FOR ACTUAL SIZE. 16. BUILT4UP WZVFD'PLYWOOD TRIM OR MOO.BOARD. IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. ■Nomor Cc ro -- 16. P0r%ffLF,SEE DETAIL. a ,ic= A I9. PROVIDE 6.1.FLAeHN6 AT ALL EXPOSED WOOD TRIM. 20.COMINUOUf 6.1.EXT■IIOR PLASTER SCUD,SEE DETAIL. Q B•as4` 21. 6.1.FLAdHIN6 ROOF TO HALL. 1 22.6.1.FLAB INS AND SADDLE/CRICKET ID AT . ' ��, • H+�L O 14 • IQL AT llb 7-xl;1 �' C 25.M'ROJED TIIMUHATION GAP NTH§PARK AdWRESTGR PROM ' -------------- ----- - ------ ----- -- ---- ------- ----- --------- --- --- F MANR4CTARM RIl,PLACE W ---i-- ♦ 24.LRE OF KRNWW CEILW&OR NlTfeIOR WV.I_. F'� 1 �� 25.ADNEJIm IRbO1RY YmQ[MK M-R7R`ADO,,6110 12 II OTALL j j 26.LIfHRD AOORBiS 6I6N. ❑ ■ G 14 DS- ❑ 1,7 ■ C 0 21 2-1.SHAPED FOAM CORBEL,SEE DETAIL. ■ q ° 21 i0 4 I I O 24.WOOD POST(5).SEE PLAN FOR SIZE. � ~ F J J 26.SHNPIED HOOD CORMEi,fM DETAIL. ' 51. MAN.1EXPO-w-MiI ED BEAM. L._ _J 'li sl. MAHIFAGTUI�D COLUMN. n 52.PRECAST CONCRETE COhPONENT/TRIM,SEE DETAIL. 2C ---- ---- ------ PI Fl_IR. _ __------------ -------------___-._._ - _ _ ------ ----- _ 54% DMETALRED FALAILIN& SE f5,SEE ELEVATION FOR LOCATION. m - -------- _. PHOOD � DEC TOP PLT. __ TOP PUT. - ------------------- DETAIL. cc Alec TOP PUT. TOP PLT 56.EXTERIOR PLASTER AL, DETAIL. a J - -----------' -------- F�l - ?T.F_XTE1tIOR PIASTER RBCF56,SEE ELEVATION FOR LOCATION, _ 9 DEPTH AND 512E OF FINISHED OPERIN6. EE 56.6.1.5G44EENM AND LOLN 3RM'SABLE END VENT',SEE ELEVATION ■ w E ❑ ® FOR VENT 512E AND LOCATION SEE REQUIRED ATTIC VENTILATION m I 6.1.SCREENED ROOFT FOR MORE 'AAIUR4AVENT o _ __ J _____ E ____________________________________ 59. .. .SEE REWIRED ATTIC VENTILATION = a • _____________________ CHARr FOR MORE INFORMATION. T j 'f]�' Z �� 1 r� I' • •_ 40.DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEV.FOR 51ZE AND LOCATION. 'Z 41. 6.1.CUTTER AND DOYH5POUT5,6UTTER LAYOUT AND DOWLPOUTLOCATIONS �7 ( i f 42.ADHERE STYNTHETICO 13E STONE VENEER BY EL DORADO,ESR-12HS. �•� aa 45.ANC.HIOIffi7 MASONRY VBEER.SEE SLAB INTERFACE PLAN � I- o - --- -----_ -- --- _ P1 S EXTENT OP TOE FOOTING SEE SLAB INTERFACE PLAN). o! ----------------------------------------- 44.LRE OF KAINSCSCOT.SEE ELEVATIONELEVATION HEIGHT. .Z I 45.LIFE OF WAIN9COi PURRING.SEE EIJ=VATION FOR HEIGHT.SEE cc S u !f 14 OPT. � SLAB INTERFACE PLAN FOR.MORE INFORMATION. O 114 b S M N 46.6.1.RESLET FOR COLOR COAT CHAN6E. cc DA D L- / 4-1.MECHANICAL TUB ACCESS PAWL,CORROSION RESISTANT,VERIFY MCCN LEFT 3-5 Lr-FT 3-5 LEFT 3_5 512E AND LOCATION PAINT TO MATCH STUCCO DOLOR 46.REPEAT DETAIL AT OPPOSITE SIDE OF OPENING. 49.14"W 6ARASE EXHAUST VENT.SCREEN AND LOUVERED. AT OPT.COVERED PATIO 'Qi1'f V4111O' AT OPT.COVERED PATIO 4 DECK ""r' ''"' scxn iN••ib• EXTERIOR FINISHES 1,1,14 �/�/�/�/�/�/�/�/yy .. A. ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. J►/N�/�IR AAA/UR B. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND Dote:00-00-15 CORBELS TO BE RESAYR`AND SHALL BE PRIMED ON ALL SIDES + PRIOR TO INSTALLATION/A-'W45LY. G. ALL E7PO5ED P05T TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTURALLY APPROVED'ORNAMENTAL' CONECTORS WITH A TEX71,IRE BLACK PONDER COAT FINISH. mID6.Dlrl'_ 06/20*016 D. EXTIERIOR PLASTER FINISH, a WENT b/. ODOl20I6 E. TYPICAL SIVIN6 TO BE.JANES HARDIE LAP 5IDIN6,NEt-405 EXP0511RE,D. OLDS D§PT O'R/26/1016 FINISH: ROOF PLAN NOTES �. .�&,INDICATES 4,12 SLOPE LWIE:F NOTED OT ERNSE ON POOP PLANS. A. TYPICAL ROOFING TO BE GONGRETE FLAT TILE MLEV ogOVED PJ46LL'tlR-N00(CLAJ6 A RA'T®)OR }7 YSSUA C , LOAD OP 10 LDS CPER SQLtJRE FOOT). SCOTT :gSOC T F�L r F�L B. ICAL ROOF OVERHANG A7 RACE CONDITION TO DE_.J7=1MZ7F4AT to the \' -- -- -------------__------------_ ---------- -- ----_ r ve been dN a thonzpenol HOT®OTHERMSSE ON ROOF I°LNR. gY�_ o nc ermHt Pending C. TYPICAL ROOF OVISRHAN6 AT EAVE�� I ' '11d 9 NOTED OTHERNSE ON ROOF RAN. aPP toe Red to ❑ El E3 E3 ❑ REQUIRED ATTIC VENTIUMCl y mit°aeld 0o „o(gn.P,f P eLconstrued 4 ATTICVENTILATION PER c7. .. .s�FFvuro ..., _v, ATTIC (SQMRE TT) (1)2046 SJR. B. DIVIDE A.BY 500 AND MULTIPLY BY N44 TO CALCULATE THE TOTAL + KINDOH AT OFT. REQIIRRE MN NET Fit)'£VENTIN6 AREA IN 11 AAE INCHES.AT PI fLl[. r--------J 11111 45 LEAST 40%AND NO MOPE THAN 50%OF THE REW RED VENTING L�/yY _- --- -- ---------------------- _-------------------------------- PI AREA SHALL BE PROVIDED BY HI6H VENTS LOCATED NO MORE THAN Pbr� ' r•M1� TOP PLT. *-•1`CONDUIT TO POOR __ ______________----------------- TOP PLT 5 F$T VERTICAL BELOW THE RID6E OR HI&HE5T POINT OF ROOF S ---T'F NEL FR'DM-,0LAT�------------ _-_ - HITH BALANCE OF VENTING PROVIDED BY EAVE/LOW VENTS OR IN 1 PANELS ON ROOF CLIMATE ZONES 14 AND 16 A CLASS I OR II VAPOR RETARDER SHALL '3 I/2 1 BE INSTALLED ON THE WARM-IN-HINTER SIDE OF CEILING. PROVIDE LINE FOR DIVIDE A.BY 150 AND MULTIPLY BY 144 TO CALCULATE THE I FUTURE HOT WATER ❑ TOTAL REQUIRE MIN.NET HRff VE3RTIN6 AREA IN SQUARE 1250 CORONA POINTE COURT SOLAR INCHES.(VAPOR RETARDER NOT REQUIRED AT CLIMATE SUITE 600 __ ______________________________ ---- - ---- - -------�: ZONES 14 AND 16). CORONA,CA 92879 y , F F O e( n 2 q 1jC F 0. TOTAL SQUARE INC.H�C'•'OF NET PRE=VENTILATING AREA PROVID® PH:(951)428�41)D o S6 T 1� BY 6ABLE E D ATTIC VENTS.(SEE ATTIC VENT CAA RT FOR H O AREN Izza.GABLE BNO VENT AURA -- -------- D. TOTAL SWAIIM INCHES OF NET PUREE VENnLAnN6 AREA PROVIDE T --- -- - -------------------- P MROOF ARE VENTS.MM ATTIC V®RT CRMRT FOR PRtE A�IE/V ��YI � --_ lH ow VENT ML •LOW ve4r I•AROA/00 VENT �T Y!■RIYRR 10"�A'tD 14 W E. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED D BY UDER SAVE VENT BLOCKS.(12 50.IN.OF PRE AREA MN.EA.) R I c:71'IT _� 1 •VWT BLOCK AT TItl,56 BAY CE•VE-VENT BI OC.K AT KAPMt BAY PLAN 3 F. TOTAL 5Ci1ARE INCHES OF NET FREE VENTILATING AREA PROVIDE. ELEVATION"B" .r.Vs.Mw1b• 1-----� PROVIDE ACCESS AND VENTILATION PROM CALIFORNIA RIGHT A LEFT PR.AMEE AREAS TO ADJACENT ATTIC SPACE5.RE9t TO STRUCTURAL.DRAWING5 FOR SHEATHING PENETRATIONS. 1 3.8 W NOTE:FOR ADDITIONAL 6B8RAL ATTIC/ROOF AR VENTING RrX,Tu1RH4ERTs REFER TO 6E4�ERAL NOTE SHEETS. Mt TMIi PROJECT tHw.L corPLr NOTE!MATERIALS 1IM0 f COMSTRIItTIdI NEIIIOgt FOR 9fT1IVOR RMLOFlIE JOB NUMBER: 025-15015 L7OOSUIE PER In1EG fECIiOlI SS3R7.SEE MEET HLa COPTRIGHTT (C)2015 FOR AO MONAL OEOU MMfl' UISSEM AN UHGONI AICNTTECTS FLOOR PLAN NOTES iA114 I. 56•CLEAR REFRIGERATOR SPACE.PLUMB FOR HATER SUPPLY. VERIFY HIDTH AND DEPTH IF EUILT-IN RERI6ERATOR 2. 50'SLIDE-IN RANGE AND METAL EXHAIST HOOD ABV.W L16W AND * y)N FAN.(MIN.100 CFA4.,MAX 5 5ONE,AND VENTED TO OUTSIDE AIR). C��EpSKI bo 5. PANTRY.SEE INTERIOR ELEVATIONS. tiVi i 4. 50'BUILT-IN OVEN/MCROHANE COMBINATION. U w ^m��o u S. 5'-0'PRE-FAB FIEER6LASS TLB,AA.SN NTH TH HATER.RESISTANT U WAIHSGOT TO 80'ABOVE DRAIN U.N.O.PROVIDE S40WE3t CURTAIN `n ROD U.N.O. S J4J a N ;p 20'-1• 161-5* 20"' 6. PRE-CAST SHOPER PAN.SEE PLAN FOR SIZE.TILE TO 60'ABOVE DRAIN UNO. 1. 'SHATTERPROOF CLASS SHOhER ETK.L05URE.SHOVER DOOR TO BE - A MIN.22'CLEAR. 6. 102'AQUATIC,TEOARIOLO6B 716/5HOHM COMBO.DWALL COVE R.IN65 TO BE CEMENT PLASTER,TILE OR APPROVED EQUAL TO 60'ABV. DRAIN AT 5HOVEL5 OR TUBS W/5HOMERS.MATERIALS OTHER THAN STRUCTURAL MEMBERS TO BE MOISTURE RE545TANTJ q. SHOPBR SEAT.SEE PLAN FOR HEGHT. 10, LINEN CABINET.SEE INTERIOR ELEVATIONS. II. PAALT-IN SHAVES BY OTHIW6(6 SHELVES AT 20',16',12',12',12',12') 12. 12'X 56'X 22'RECTAMULAR TIB HTH TILE HAIN%OT.PROVIDE MOTOR TE - ACCESS PA AT OPTIOILAL 5PA/HYDROWA5SA6E BATHTUBS.VERIFY 512E �5 0 r- AND LOCATION OF AC42E56 PAR. r------------------- - r-- _ _ _. _._-.__._. 15. WATER HEATER B'VENT TO OUTSIDE AIR 'n r-------------- S 14. TEMPERATURE AND PRESSURE RELIEF VALVE. ER 15. TANKLE55 HATER HEAT PROVIDE FUEL 6AS.INI5TALL AND VENT Cr LL I I I I PER MANIFACTURM REFER TO H.VAC.DRAWINI65. LAJ 'C`:•1' I I LI Ib. PROVIDE WATER AND WASTE FOR WASTER l 1� I I • I I rl. PROVIDE SMITTY PAN H1TH DRAIN BREATH WASTER. �IIIIEB� �•" $ I �• I I I I 15. DRYER VENT MAX.14 FEET LENGTH 01LLU.DIN15(Z)40 OC-GREE I I I I E-BOM)PER C.ML.5045. Cc r I I I I I t I I VREAT Iq. 14'.6'GARAGE EJWA5T VENT.SCREENED AND LOUVERED. a: 20.FUAIBING HA5TE DROP FROM ABOVE. i p I I 4 I I ROOM 21. FALI.IN ATTIC.PROVIDE 50'x 50•CLEAR ATTIC ACCESS PANEL G:� N- I I I MASTER I I I (OR PER OXZ.404.10)PROVIDE FUEL 6A5,LIGHT AND SWITCH. �Ir EDROOM I I 22.='x50'RO FRAMED ATTIC ACCESS OPENINI6 PER GAL.R6071. I UGH I I 25.LINE of DECORATIVE PORCH RAILING.5ff ELEVATIONS. I 24.LINE OF EXTERIOR BALCONY 6UARD.SEE ELEVATIONS FOR DETAIL. TOP OF CHARDS SHALL NOT BE I THAN 42'IN HEIGHT.OPEN �. rl GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPFBRE 4'IN DIAMETER CANNOT PA55 � 'Q - ------ THROUGH PER ORS.R712.I. J 26.DUCT GNASH.MERIFY WITH SEE 57 CTURA F . r� 26.BALLOON FRAMED WALLS.SEE sTR1X7URN_FRAMING PLANS. u CRIPPLE HALL ABOVE. 25.27.LLOCINEAT1 OF HATER CLOSET AT FLOOR ABOVE. • x -M.DIRECT-VENT SEALED COMBUSTION TYPE EXTERIOR FIREPLACE.ACE.SEE �'E•� c I I I I I PLAN FOR FIREPLACE BOX SIZE.PROVIDE F6.,16NITOR SWITCH, I i i I I r- - DIRECT-VENT TE M1NATIoN PER wR-SEE MFR SPECS.FOR RAISED ..�. MASTER ----- - I I HEARTH REGEIIREMENTS. Z ---- -- I I I I I I 50.2x6 STUD WALL.BEDROOM 3 BATH --I I YUdd-IN I I O I I 51. PONY HALL.5EE PLAN FOR HEI6Hr. C.71 52.DIREST-VENT SEALED COMBUSTION TYPE INTERIOR FIREPLACE.SEE R.. > I I 9OWT II I J PLAN FOR FIREPLACE BOX SIZE.PROVIDE F.6.,16NITOR SWITCH, �� v o I __ / I OIL ---+ i i j j DINING I , DIRBr HEARTH REW oN PER MFR 58=MFR.SPECS.FOR RAISED I a I O U, I I 55.EFCTRIGA_SERVILE PANEL.(SEE UTILITY PLAN).SEE 6E E RAL '1 I KI I I I NOTES FOR 6R0IA+DIN6 INFORMATION. cc f3 0 III II I I 1 54.NE'EL POST. 55.FLAT SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. 56 ARCHED SOFFIT.SEE PLAN FOR HE16K OR DETAIL. Q � '4 55b.LINE MEETER�LOCAT�SEE UTILITY PLAN. U Iy J I is __ _____ ry 5q.ENCLOSED ACGES6.c ISLE SPACE UNDER STAIR SHALL BE PROTECTED - -- ----- WITH In"6YP5UM BOARD ON ENGLO°C)SIDE PM GAL.R702.1. --- 'I I' I __ ----- 40.42'N160 GUARD PER O.R.C.R512.1. I I -' - 41. 54'-55•H16H HANDRAL ABOVE NOSING PER GAL.R511.7D.1. XXXXX XXXXX 42.uN:OF ADHERED SYNTHETIC STONE VENEER SEE ELEVATION. 45.LI ET NE NE OF ADHERED MASdRY VENEER SEE ELEVATION. 44.LIN=OF 12'HAIN5COT.SEE ELEVATION FOR HEIGHT. Date: 00-00-15 45.LINE OF HAINISGOT FIIRRIN5.SEE ELEVATION FOR IE16W SEE SLAB INI EB TERFACE PLAN FOR MORE wofu AnoN. I I 46.DOOR OPN&S BE1vEEN GARAGE AND RE,IDENCJE D SHA BE REVISIONS (ENTRY SOLID HOOD DOORS LEA TH AN HAN 1 5/2,INCHES IN THICNCNE5, G41lNT O6/50/]Olf SOLID OR HONEYCOMB-GORE STEEL DOORS NOT LE55 TTIAN 1 5/13 \ I SELL S OSIM N 2O ELF-L CHIN& TEDEVI DOORS, .R50ED WITH BEDROOM 2 j:l• $ SELF-C E M N. AVID SELF-OFMNN6 DEMO MAKE CRL. AT LA 1. �__= 41.PROVIDE MIN.IOO 50.IN.OPEUNIG FOR MAKE UP AIR A7 LAUNDRY I'-�I BA. I \ I l\ 1 I ROOM PER C,4L.5043.1. I / \ I -HET.24'ABOVE FINISH FLOOR.44.TOILET PAPER HOLDER 4L.24"/I6'TOha BAR-HET.54'ABOVE FINISH FLOOR 50.TOINB RING-1,I6T.54'ABOVE FINISH FLOOR. - LAU. I I r _�/ g 52.FLOOR UNDER MAIN. IN.TM RE9RI6FRA70WHF/ERAGE COOLER I l=_= Y p 55.SHELF,SEE PLAN FOR HEIGHT LOFT / OPT. fl 54.LNADRY 51W F.O. �o--_-Fb s I BEDROOM 5 I S 55.RAIN SFIONSt HEAD. p 56.II'xrl'50AP/SHAMPOO NICHE. _,1�V, U 51.LAADRY SHELF-HT.60'ABOVE FINISH FLOOR INC. FC•. LEGEND DEN/OPT. nsT F. YM; BEDROOM 4 4 4 INDICATE HALLS REGUIRINI6 In' sn d r pull"'St.;n 9 BATH 3 = BOARD ON GARAGE SIDE of raALL. een. I;I n . _ 'C ermlt Pendln9 SEPARATION PER CAL.TABLE p'�licable Codeo 1 a uil eS P -- PG H INDICATES(1)LAYER MIN.1/2'6YPF%% '� J a a les. 4 - 404E 9L. 5/D TYPE'X 6YPSUIM BOARD AT CEILING p�U-tTA :II or be, ed On HH E N ATTIC OCCURS ABOVE 6ARAB& lU LAYER , of Permit ba` fl h ROOMS OCCUR ABOVE GARAGE.CRD14�!�I�'. --------------- 5JI. 0W 5 ES----- eo - 4L>'30 9L. __= :4 { INDICAT EXTENT OF COFFERED CBILErps. . SEE PLAN FOR HE16HT(S). INDICATES I-HOAR FIRE RESIsnVE WALL A58EMBLY -AT HALL5 1 TWW 5'-0'FROM PROPERTY LIFE PER Hol I N-y�IC.7 2 = CRL.TABLE R502A(2).SEE DETAIL(5), P 11-6" W-W V-6 In' 2--5 IN 2'-S I/ • GENERAL PLAN NOTES - 6'-0' 4'-6' S'-0' I/2'4'-O' 4 �nM A. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 5/5'THICK UNO,(SEE HIV W. 4'-10 1/2' 140 V2 2'�• 2',0' 4'�" 7'-0• 2'�" '-10 In II'-0' 1 SW' I' I D 5/4' �'-y '�=g/ PLAN FOR SIZ).AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE 1250 CORONA POINTE COURT n'-b In' hLl 8 oFSDBOLT A7 7oP of DOORS INACTIVE Doo2 SUITE 600 . N1 GARAGE SERVICE TO BE HOLLOV CORE 1 5/4'THICK EXTERIOR 6RADE(�PLAN FOR SIZE). CORONA,CA 92879 G. ALL ENTRY DOORS TO BE SOLID GORE 1 5/4'THICK.(SEE PLAN FOR PH:(951)428-4400 - SIZE).AT DOABLE ENTRY DOORS PROVIDE PEAP50LT AT TOP AND o BOTTOM OF INACTIVE DOOR I D. Al EXTERIOR FRENCH DOORS TO BE 50LID CORE 1 5/4'THICK.(SEE SECOND FLOOR AMMENMUM G FIRST r-LOOR ADDENDUM G DEA 5�F��'P D DOUBLE BOTTOM IVE D M -I AURA DEADBOL7 A7 TOP AND BOTTOM OF INACTIVE DOOR -. -... ALI- efNb w+1w' _ __. lr,Ale.w'•1'4' PROVIDE 14•xb' BUILDERSHALL VERIFY WITH HAVE AL T Rarm TO EA&C,PLAN POR ROPM TO BANG PLAN FOR O� GRILLE ABOVE ESCAPE 5 ,���^�I�NET HAVE ANOTES,DIMEN510145,AND DOM FOR OPENING, AT CANYON HILLS PA-2D IFPORMATI NOT SFIONN MERE. MINIMUM INFORMATION NOT SHORN MERE. MAKE LIP AIR OpENIN6 fEI6W c L BE1N2 I 4 HE T MINIMUM NET N& HIM SHALL BE 20'AD TIE BOTTOM OF TIE CLEAR OPENINI6 NOPLAN 3 6REA AN TER THAN 44'ABOVE THE FLOOR(GAL.R710.1).WINDOH5 NOT MEEMN6 THESE RE{iNRINENT5 SHALL BE BROUGHT 7O THE FIRST&SECOND FLOOR IMMEDIATE ATTENTION OF THE ARCHITECT. F. THE LOYE57 PART OF THE CLEAR OPENING OF OPERABLE WINDOY6 ADDENDA"C" LOCATED MORE THAN 12•ABOVE FINISH 6RADE OR 51,1113�ACE BELOH SHALL BE A MNN41M OF 24'ABOVE THE FIN15H FLOOR WEN PROVIDE I, OPERABLE SECTIONS OF FLOE OP ARE LOCATED LE56 TAR ■ - ❑ UNDERCVT AT 24'ABOVE THE FINISHED FLOOR THE THE OPENIN65 SHALL NOT ALLOW DOORR FOR THE PAS.SAFE OF A 4'DIAMETER SPHERE.(CRO.R5I2.2.I) MAKE UP AIR 39 THIS PROJECT SHALL COMPLY WITH MATERIALS AND z CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE JOB NUMBER: 029-15015 l "MAKE UP AIR" EXPOSORE PER CA.C.SECTION R327, SEE SHEET 6.3 AT LANINJRY ROOM FOR ADDITIONAL REQUIREMENTS. COPYRIGHT ©MIS BASSENWI LAGONIARCHITECTS ELEVATIQN/HOOF NOTES W4 I. 2X6 FAST SEE DETAIL. 2. 2)0SARSE,SEE DETAIL. 1 -- ------,I 5. 5x6 F*OSCD RAFTER TAILS MOTH SHAPED ENDS,SEE DETAIL.ALL RAFTER TAILS TO BE EQIALLY SPACED.FRAMER TO COORDINATE ♦ b� MTH TRUSS ENGIN M o� gRSKI HAD 1 4. EXTERIOR PLASM OVER PAPER BACK®WITH WIRE 1 IES4 (5. S. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH.E T. IEX70UORf APWIES DINGSMEXTERIORFINISHES NOTES. I s --------- oo a. TONSM AND GROOVE SOFFIT. SOFFIT. w F 2 - 4. TONGIt AND GROOVE SOFFIT. �`�'I'd ti13NN3 10. SPACED 9S x 2 VERTICAL WOOD TRIM AT 6.OL.OVER EXTERIOR I I ---- GRADE PLYWOOD OR M.D.O.BOARD. - - II. EX-03 D MOOD COMA TRIM,SEE EXTERIOR FINISH NOTES. 6,12 i G ZI I HEEL b'SGO•T n I �- 12. EXTERIOR GRADE PLYYOOD OR MDD.BOARD. P5. 64KLAYM PRECAST FOAM TRIM,SEE ELEVATION/VETAIL FOR I I r-------------I ACTUAL SIZE. TOP PLT. _ D TOP PLT = 14. FOAM TRIM,SEE ELEVATION OR DETAIL MR ACTUAL SIZE. I -A I I I -------- ------------------ - 15. EXPOSED HARDIE TRIM,SEE ELEVATIOWDETAIL FOR ACTUAL SIZE. 1 AREA I I I I 16. 19UILT-M UIRVED'PLYWOOD TRIM OR M.D.O.BOARD. I I I ry 1 n. FIXED'SKITiHtS,SCE ELEVATION FOR SIZE. R alTrSIS CA so ADM■LINEIiE ® ® 14. PROVIDE 6.1 FLASHING AT ALL EXPOSED WOOD TRIM. = I I IIoOF LINE Fi - - E- 20.6GONTTNJOUS 6.1.EXMWR PLASTER Q P��� -� SCaR®.Bff DETAIL. r--------- L PLA~KO a�--f�--f _ q Q ---- _ -----_ �. Q q .6.1.FLAGHNNI6 SADDLE/DIRIGKtT. L T T L I L L « t- 1 - - --_- `-------- ZI r ]S.MPROV®T1�TIMATION GAf Nil"%-ARK MRESTER FROM AT OPT'.COV"WED PATIO 4 PECK •we A.M1O Ir1=t--1r--�--- 12---T----- --- d I S 8 PIRA UWZ MAS RW.T MW WALL. l i 1 C T • 25.24.LAWAMM MA40MY ILOW,ORirTtrlmR Or 8 N16RIlM, INSTALL li= --- ------------'------'--- ---a 1 AREA I fYde. --------------- -- ----------- -- PAIR MPIt - __ 50 AR ZO -------- 26.LOH=ADDRESS SIGN. TYP. fYT. I ___ �_____ L_____ 7101•PLT. n RAKE R RAVE AREA 'S IFS }- �2�{050. I )--- 4 I - ---------------- �T---------------------- -- TOP PLT 21.SHAPED FOAM COI9EL,SEE DETAIL. ■ I D I / 20.f1YME.7 POW 4000!L,111M DETAIL. F Ir- -- ------- ------ ------, TYP. -----I -`------ -----'- --`----- RAKE 261 _ OPT �. �BEMfLMARFACTLISED N. FOR SIZE. z •+, I - ���LME i - W DBE - --'---- 7vi 52.PRE-CAST GONGETE GOMPOIENT/TRIM,SEE DETAIL. I I BMLD LINE I I-'� T�T I ._ SS.METAL RAIL FALSE TILE VENTS,SEE ELEVATION FOR LOCATION. EU BJ2 u J� I"CONDUIT TO ry� I �.POMER PANEL § I / ���� T 59'METALRILING,SEE DETAIL. Z E I i J it 55.WOOD RAILING, DETAIL. �+ I I 1 I 6,12 TYp, I q q 56.DECORATIVE METAL,SEE DETAIL. ND O ?7.EXTERIOR PLASTER REUSS SEE ELEVATION FOR LOGATICK cc `� DJ I DEPTH AND SIZE OF FINISHED OPENING. ! Ils. 56.B.I.SCREENED AND LOIMTZ®'GABLE END VENT',SEE ELEVATION ■ w r- I FOR VENT SIZE MID LOCATION SEE REWIRED ATTIC,VENTILATION m I I I PI FLR CHART FOR MORE INFORMATION. I - ------ ---- - --- - - ---- ---- -- - I I --------- 8 S4.6.1.SC41MDCD ROOF'AIR VENT.SEE REWRED ATTIC,VENTILATION 0 CHART FOR MORE INFORMATION. 0. I z 40.DECORATIVE(FALSE)vENT/LOIMRED BOARD.SEE ELEv.FOR = i I I r r II TOP. D5 la n D S 14 D 14 14 SIZE AID LOCATION. _ I D UVC 41. 6.1.6UTTM MD DOYNSFaxs'GUTTER LAYOUT AND Do"arAJr LOCATIONS AREA I I I ry n1 I 3- 42.ADHOW TO BE 9YNTMlTICSTOW FVENEER DY Ill.Om.,G91W215. Lu 1 1 �O I`T ELEVATION G 45.AWA40RED MASONRY VENEER.SEE SLAB INTERFACE PLAIN-MA g L-_ NOTE, FRENCH EXTENT of TOE FOOTING SEE SLAB INTERFACE FLAW. ¢ ---- r ARA•I 711111 95 MPR SHALL ADJJST MISS 44.LINE OF+2'WAINSCOT.SEE ELEVATION FOR HEIGHT. "'.�,."' `c PLAN i I 2 p PLAN I /�y� NEEL DEPTH TO ALIGN SAVE OF S, PM 45.LINE OF WAINSCOT PURRING.SEE ELEVATION FOR HEIGHT.SEE � .V ROOD f�l'�I�l J-G 1`00 1-i..l'tl�l .�-G LONER PIT ROOMPITCoHW ROOM OF AD LACENT 46.6E�RBSLEETT FM COACE AL GOAT FOR�EIIPORMATION. � � o AT OPT.COVERED PATIO suLls W-IW sc.-Lb IAY•I'4 SIZE AND LOOCCAL ATITIPAIN TT TO MAT CORROSION ACCESS PAML, RESISTANT, COLOR. VERIFY o 46,MFLAT MTML AT OPPOSITE SIDE OF OMHN6. 44.14'x6'6A RAGC EXHAUST VENT.SCREENED AND LOUVERED. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION CALCULATIONS EXTERIOR FINISHES 6071M ID 1lEN AI vlNR VENTILATION ALCo L A TI01U WIC �/�/�/�/�/ Inlet W 4d ATM VMMATIOM 10M PM AOOIIIOIIN.#rM"TIOW /H/U=DIM G PLANAMwlmoeo err B. M1 EMOSEV NOW TRIM,PLYWOOD,5HlTTEtS,P0515 AND .Ai'roa wail° wlo°O wa°wln ,slis wiOlin�e ��• tla rtJ ma W saw Poa W @a ou ao.M! PRGORR35 TOIOR TO E A"RE IOW1 SHALL BE PRIMED ON ALL SIDESORb:00.00.15 rxwxm (AFT) da W Na W ea W ill W Me NU AREA-1 wz su Id wA We yO IOYI wA Leo Xdl C. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN REY�I AREA-I I,w N WA iue•sro IuI w� IaI AREA-Z w m WA nXe.In w� xo GOMF-LTORS WITH A TEXTURED BLACK PONDER GOAT FINISH. INSTALLATION OR STRUCTURALLY APPRON®'ORNAMENTAL AREA'S NE M ri wA OXe.ro wA ro DLDG.DEFT. 06/25/2016 D. EXTERIOR PLASTER BE 15HA a CI.IBlT 06/50/3016 TYPICAL R001e DETAILS E. TYPICAL SIDING TO BE,JAI'@3 NNRDIE LAP sIDn+6,Mae-4O5 TYPICAL ROOT= DETAILS FINISH :a• •�*• c+ Aeet TO Tm Palow Volt srmvmO eaahwe NOT lMMM ON III"RNR FINISH IQet m Ile MAIMM!PoR STANDOW oOWWO NOT IIWOMM ON Nan•KM X POOP X % ROOF DEC*, DJ MATMIAL DJ DJ PENETRATIONS e MATMIAL DJ DJ PEl71RATIONS ROOF PLAN NOTES WI4 CAL,INDICATES 4,12 SLOPE UNLESS NOTED ORETRWSE OWE E A r ALRoorN&TODECOWAWn!S'11LI!ftg1C*,)'.- ,SSOCI EAGIJ:B5R-MOO(CLAm6 A RATED)Oe 'L�+Y1L T DP ad e e to the PIOR WJAl1EFOOT). BYE-ter...>.'ed fo B. NOTED ROOF GVEtlVJIG AT MAKE-!Ngrl IR 4jl 'coal ',��' nce A .'Pending 4 C. TYPICAL ROOF OVERHANG AT EAVE OTHERNSE ON ROOF FLAK a __, c "IIILLSGnci it bae d on - DELETE(�6046 SL NOW OTHERWISE O11 R00F PLAN. aP a a c nstrG'd c 16•x4b;_ W8HT70Wa 4. OPr. .AOD5046 SL. NDOMI REQUIRED ATTIC YENTILA OWancc - r11 T i_ )5040 SL.NNNDOW WICK-IN-G.OxT WNDOYN AT OPT. T 1 e(f t cf OPT. iX AVOW AT OPT. _ - . COVER®PATIO C4%451 ED PATIO ATTIC.VENTILATION CAXALATIONS,PER CAA ;.f"' '2 AS'FOLLONL9: TOP PLT -- _ TOP PLT TOP PLT. ------ ----- TOP PLT A. ATTIC AREA(SQUARE P°ZET) rP 4 rr -I rrr ran B. DIVIDE A.DY 000 AND MU.TIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED MIN NET FREE VENTIN6 AREA IN SQUARE INCHES.AT I Ir� CT, I -I I I I I LEAST 40%AND 110 MORE THAN SOai OF THE REbXRED VENTING 0,J H 11 a E 141 qi/ R ��P I 4 / AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE THANPardeeHomes "V I I DJ •� I��1 I��VI I _7 7 Ft li it i I���I Y=_T S FEET VERTICAL LB.OIN THE RIDGE OR HI61�T POINT OF ROOF R J L - I I - • II I I • WITH BALANCE OF VENTING PROVIDED BY EAVE/LOW VENTS OR IN yl Q q q O Q it I ii rQ q -- -------------�------------------ - _ _ - CLIMATE ZONE5 14 AND AI A CLASS I R 5II VAPOR RETARDER SHALL TILLED ON THE WARM-IN-WINTER SIDE OFo ILL \ - 1' TOTS A.BY 217�Wr�BY IN SQUARE 1260 CORONA POINTE COURT THE ------ fl ------- ----- - -- - PI f PLR -------------------- - -OP-r._-------------- - ZOME514 CORONA,CA 9287E `-(I)6040 5L.WINDOW a-_ Z INCHES.(VAPOR RETARDER NOT REQUIRED AT CLIMATE SUITE 600 AVDED ATDP1`-- TOPPLT ------------------------ - TOPPLE TOP PLT. --------------------WALK_IN_CLO5ET-- -------------- - _ TOPPLE PH:(951)428�4400 $ ------- G. TOTAL SQJAIE INNAES OF NET FREE VENTILATING AREA FROVIDW BY GABLE END ATTIC VENTS.MEE ATTIC VET CHART FOR FREE 0 II AREN t=•MIME END VENT AURA _______ ________ __ __ _____ __ __ _____ __ _____ II _-__ D. TOTAL MIAMI INCHES OF NET N'RM VENTILATING AREA PROVIDED --- - ----- r - r -- ------- q t v v 4 v Q.INCH M� -omA//soo vw AT CANY9N IKJ.�rA-i!D q q q i I I q E. TOTAL SQUARE IN Les OF NET VENTILATING,AREA PROVIDED I BY UNDM SAVE VENT BLOCKS.02 SQ.IN.OF f1REE AREA MIN.EA) PLANS T it 1�•VENT MOCK AT TlU56 BAY C7•VE7T BLOCK AT RAFTER DAY ----- --i---�i -4-1 F. TOTAL SWAM INCHES OF NET FREE V194TILATIN6 AREA PROVIMP ELATION'ill oPr.;- --- - r----� PROVIDE Access AMID VENTILATION FROM CALIFORNIA FRONT A REAR ELEV. II 14 41E�j 14 14 5 14 14 14 14 14 FRM•�AREAS TO AD.AACE7T ATTIC SPACES.RE`0R TO A ROOF PLAN D D D2 D )i ----� STIRUGTURAL ORAMNSS FOR SMAT NINE PENETRATIONS _ REAR 3-G REAR 3-G REAR 3-G NOTE,FOR ADDITIONAL GEEIRAL ATTIC/ROOF MR VENTING 2 AT OPT.COVERED PATIO ' 'w"`O' AT OPT.COVERED PATIO 4 DECK Su+.e�w••I'4` ,w••Iw• IRSLa.NI@'fl1n REFER ro GEBRN.MOTE SHEETS. 110 TNIn NTIOIECT SHALL carPLr 1MiN Nu18NKS III■ f.G151U16 M METHM FOR NIIERWN I IUME JOB NUMBER:02B-18015 B70RIHEPER CAC.SECTINN NI27.SEE SHEET aN WNI,NINIIINII 1I.NEWAMOM, CommBNAN L ©Jws I NIUtBNIIM tJL90411 NRcxITECTN ELEVATION/ROOF NOTES _ I. 2X6 FA5GIA,SEE DETAIL. 2. 2X6 BARGE,SEE DETAIL. 5. Sxb EXPOSEO RAFTER TAILS WITH SHAPED ENDS,SEE DETAIL.ALL RAFTER TAILS TO EE ra)ALLY SPACED.FRAMER TO COORDINATE G� MOH WITH TR1/56 E ®N6IR. ��' EP r,/ bo 4. EXTERIOR PLASTER OVER PAPER BALKED WITH WIRE MESH. Q w G� v S. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. f3 6. I--OAT 5TL"O SYSTEM p yy O T. EXTERIOR HARDIE SIDIN6,SEE EXTERIOR FINI51f5 NOTES. 8. EXTERIOR 6RADE PLYWOOD SOFFIT. 3NN3Y' fir' 4. TONI&E AND GROOVE SOFFIT. Jn 10. SPACAB)%x 2 VERTICAL WOOD TRIM AT 6"O.G.OVER EXTERIOR BRACE PLYHOOD OR MDA.BOARD. II. EXPOSE)MY"OD GORIER TRIM,SEE EXTERIOR FINISH NOTES. 12. EXTERIOR BRAVE PLYWOOD OR MDA.BOARD. 15. 51HJLAT D PRECAST FOAM TRIM,SEE ELEVATIOWDEfNL FOR 1 ACTUAL SIZE. 4 9 IS 14. FOAM TRIM,SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 1' 15. EXPOSED HARDIE TRIM,SEE E.EVATIOWDETNL FOR ACTUAL SIZE. 16. BUILT-W YA.RRVED'PLYWOOD TRIM OR MDA.BOARD. M. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. Cis w 2 1 16. POTS ELF,SEE DETAIL. �- a 14. PROVIDE 6.1.FLASHIING AT ALL EXPOSED WOOD TRIM. e� 03 14 " 21. 66-1-P ASHINO JR EXTERIOR BR 5C1tl3D,SEE DET coAIL. 15'x54 ih 22.6.1.FLAB045 AID SADDLE/CRICKET. LL TOP PLT. --- Tw R.T. ---- wr PLT. - -4 - - -_ TOP PLT Q 3S.FIREPLACE TL•IMNATION GAP MATH SPARK Al�ST®R TIN)f4 W - ----------------------OPT - FIREPLACE I4NMRiALTMlR. -- _i----------- 24.LW OF IIAOddK CEILING OR INTERIOR MILL. �� $ 4- E❑ ❑ �i�W F r-� 1 28.API N. "m IMSOERY VB!'LR K B YNOIU00 .INSTALL ICi a71 LISHT 1C :1 b w ■ ❑ �] % F 2-1.SHAPED PO CORE L,SEE DETAIL m 2S DS 14 OS III III 4 4 - i ,tl1 i 4 r'T zm.invrR�N4C0D cGRRIeEEL,SEE DETAIL. r • O r O r .s/Q 2•I.HOOD P05TY5).SEE PLAN FOR SITE. Q O $I Q Ey7 Cl7j ♦ 1 j- Y 30.EXPOSED WOOD BEAM. Z rJ: 51. MANIFAGTIIRED COLUMN. n _._-.. 52.PRE-CAST CONCRETE GOWOHENT/TRIM,SEE DETAIL. •� PI PLR --- PI F -- ---- ---- ------ P I'LR. 55.OPLORRAIL FALSE TILE VENTS,SEE E].@/ATION I'OR LOCATION. o _ ------------- 54.METAL RNLNN6,SEE DOTAL. '�.., ---------------------------------------_ ----_. 1 y PI 55.YNOOD RNLIN6.SEE DETAIL. TOP R.T. ----------------_ _ TOP PET. - -----__--_--------- TOP rLT. _ ------------- ----------------------------------------___---- h TOP R.T 56.DECORATIVE I PLASTAL,SEEDETNL.TER V6-7E�,SEE_ 'Q U DEPTH AND SIZE OF FINISHED OPBUN6ATON FOR LOCATION, . U Tr=- 56.6.1.5G�MID WUVE�16ABI.E BD VENT',SEE ELEVATION Ij jl ❑ FOR VENT SIZE AND LOCATION.SEE REWIRED ATTIC VENTILATION 11 I _ II CHART FOR MORE INFORMATION. -• mF -- -------- -- 1,-- -- I ---- II- - -- - -n 59.6�ARTSC.�9ED 1R00 FOR MOIRE INFORMATION. A REQUIRED ATTIC-VENTILATION 4 y} IF -------------------------------------------- --------------------- • 1 re �F'T EllRI II i b.DECORATIVE(FALSE)VENT/LOINEtED BOARD,SEE EI�V.FOR = z S 4 ~L 4 ~ d' 4 II II H T SITE AND LOCATION. z O 4 N Q II 1 II 1; Q 41. 6LOG FITTER TAND O BE FI TEFlED. LAYOUT AND DO~OU w T ^' R Yf I1 1I I 42.LOCATED SYNTHETIC STOLE IFIED.2 DY Q DIOIRADO,ESR-IRIS. Lu II II 11 45.ANCHORED MASONRY VENEER.SEE SLAB INTERFACE RAN(FOR co) _ EXTENT OF TOE FOOTING SEE SLAB INTERFACE RAW. -.__ ___. PI FI I'LR FI RR - -- ----- --- ------ P PLR _ - ___ ---+--- - -- --- ----- - ------------------------------------------ 44.LINE OF a2'WAINSGOT.SEE ELEVATION FOR kE16HT. � ' U 45.LIN=OF WAINSCOT FLIRRIN6.SEE ELEVATION FOR HE16HT.SEE Ca OPT. SLAB INTERFACE PLAN FOR MORE INFORMATION. 4 S 14 GEE D 14 46.6.1.REa r FOR COLOR GOAT CHANGE. co o 1r� A^ Rr.•�..• D - 4-1.MECHANICAL SIB ACC♦V.PANEL,GORRO510N RESISTANT VERIFY � N LEFT T ✓-G �i.1 T 3-G LEFT �_G SITE AID LOCADETAIL AT PAINT TO MATCH OPENN COLOR. 46.REPEAT DETAIL AT OPPOSITE SIDE E OPENING. 49.14St6'GARAGE EXHA/ST VENT.SCREENED AND LOUVERED. AT OPT.COVERED PATIO ' 'M'''''b' AT OPT.COVERED PATIO 5 DECK WALL LWOW EXTERIOR FINISHES -. �/H/yyy�/�/�/�/ A. ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. /�IEAIRIE AAAAA B. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND ode:00-00-15 CORBELS TO BE RESAMN•AND SHALL BE PRII-W ON ALL SIDES PRIOR TO IN5TALLATI0WASSIEMBLY. C. ALL EK OSED POST TO BEAM HARDWARE TO HAVE HIDDEN REVISIONS INSTALLATION OR STRUCTIIRA-LY APPROVED'ORNAMENTAL' CONNECTORS WITH A TEXTLRED BLACK FONDER COAT FINISH. � d'Da•DEFT. 06/25J2016 D. EXTERIORPLASTER FINISH: GI.IDR TO6JD0/2016 E. TYPICALPICALTO SIDING TO BE.JAhFS HARDIE LAP SIDING,IEIR-40S EXPOSURE:6' OLDO,DKr, OV7►/2016 FINISH ROOF PLAN NOTES IAA4 i INDIGATE5 4AI2 SLOPE U4 E55 NOTED OTHERH15E ON ROOF PLANS. A. TYPICAL ROOFING TO BE CONCRETE W TILE EABIt GDR-400(CLAM A RATED)OR MPROVBD,®BA� sUA HEEL i MAX LOAD OF 10 Les FC -.; -' SSSOcI T . TOP ELT. PER BaJARE FOOT). n�T Fitir T H i TOP PLT B. TYPICAL ROOF OVERHANG AT RACE caDTrrON TO 12' e•Ro • ---- is ------------------------------ �----------------- M107157 01HtRHSE ON ROOF PLANK. .I S("�__he�w�e"d 1 A horization G. TYPICAL ROOF OVERHANG AT SAVE ISItID b jd 1��.'c rmit pandln9 Li ® ® NOTED OTHERYYSE ON ROOF PLAN. able cow a---- ® ❑ ❑ ❑ REQUIRED ATTIC VENTILA v"'`p `^ mil based cn W �1 P constro c�y Q -O' n I�• I 4 q ATTIC,VENTILATION GALGU.ATION5 PER G,166���py.. rT I i A. ATTIC AREA(SOLARE FEET) I N 2046 S.H. r J �ODI4 AT OPT. B. REQm A MI 'J00 AND MULTIPLY BY MHII'�,i-r(A AMINCE THE TOTAL REG71NfH7 MIN.HET Fl�VENTING AREA �bTJARp'INCHES.AT PIN LEAST HA AND NO MIORE THAN ISH REiYA aR®VENTING j-------------- ---- AREA SHALL EE PROVIDED BY HIGH VENTS LOCATED NO MOIRE THAN 1L. _.. _ __ ___---- ..._..---------------- ftdaeftnes TOP PLT. rl"GONWIT TO POWER TOP PLT 5 FEET VERTICAL BEI.OW THE RIDGE OR HI6HE5T POINT OF ROOF -I"cNEL-FROp'50L,4R'----------- ---- __ -.-------- -------------------- WITH BALANCE OF VENTING PROVIDED BY EAVEJ LOW VENTS OR IN I PANELS ON ROOF ❑ CLIMATE ZONES 14 AND 16 A CLAS 1 OR II VAPOR RETARDER SHALL - BE INSTALLED ON THE WARM-IN-WINTER GIVE OF CEILING. PROVIDE LINE FOR DIVIDE A.BY ISO AND HILTIPLY BY 144 TO CALWATE THE • FUTURE HOT WATER ❑ TOTAL REWIRED MIN.NET FREE VENTING AREA IN SQAARE 1250 CORONA POINTE COURT I SOLAR INCHES.(VAPOR RETARDER NOT REGiARED AT CLIMATE SUITE 600 _____ _______ ________ 0 _ __ ___ ____ ________________________ ________________ __ _____Q YOKES 14 AND I6). CORONA,CA 92879 r O LJ ! r C. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED PH:(951)428-4400 o Z6 BY&ABL.E END ATTIC VENTS.(SEE ATTIC VENT GNART FOR FREE O ARE/J 0 r=-SACL I!ED VENT AURA T.D D. TOTAL SGOARE INCHES OF NET FREE VWTIL.ATINS AREA PROVIDED -- ---------- -- --- -- - -------- ------------------------------ KROOF ANTEVENTS.NEE ATTIC MINT CHART FOR MOM A/EN 0.}TUBE VENT M-Low VENT M-AN@A/wo VENT AT CAIfTOM W"PA-'!'a a E. TOTAL SaWRE INCHES OF NET FlREE VENTILATING AREA PROVIDED µ D A BY LNOM SAVE VENT BLOCKS.(12 SO.IN.OF FREE AREA MIN EA) R I BHT 3-G b•VT BLOCK AT MISS BAY 0-VENT BLOCK AT RAPTOR BAY PLAN 3 V F. TOTAL SQUARE INCHES OF NET FREE VEM1L TIN6 AREA PROVIDED. ELEVATION"C" r-----, PROVIDE ACGES6 AND VENTILATION FROM CALIFORNIA RIGHT&LEFT F'RAJIM AREAS TO ADJACENT Arne SPACES.REFER TO 5TRLGn4tAL ORMN66 FOR SHEAT14INS 0EHETRATIONS. NOTE:FOR ADDITIONAL 60N `IEL Arne/ROOF AIR VE:NTIN6 . REGUIREFER.TNT9 RH'� TO 6HERAL NOTE SHEETS. 310-1 tlNs 1'RDJECT tNNNlll rDrPEr rltx QuiBNSls ulo aNsla mm METMM FOR OM31ORR NNDHMB JDB NUMBER: 023-15015 OWGU RE PER GI.C.=TIM II327.SEE SHEET 68 CWYPJGHT ©2015 FOR AMMO KM RaN6AOlTS' USSEWAN LAGM ARCWTECTS O OFf.ORAmeE(FAL SFJ lD 26 6A 6.1.FLA6HIN6 OI 0)LAYER 50b AS.TM. OI 6A6.i.VALLEY FLASHING OI META.BIRD STOP MTH O4 CONCRETE'S'ROOF TILE(5ff 6AME ENO 3 4 AND COUNTER FLASHING ROOFING LI DERLAYMEM 2 2 I/b'MAX MEP HOLES ELEVATION FOR MANUFALTIAiER) O2 3/4'x 2 V2'VYYDff MIK SLOPE 2:12) 2 O HEAVED IADERLAYMENT MIN. O 0)LAYER KATE R-RE55TANT PAPER 30 b A5.TN.FELT MIN) O(2)LAYERS'JOB A5.TM. O TRIM.INSTAL.PER HFR SLIPPER AT EAVE MIK 4'X 4') (60 MIN/TE,6RADE V'FBNIMIAI) MDE 1Z b.MINERAL ROOFING UEDERLAYME NT O5 REFER To SPECIFIC ND EAVE A 8 8 O3 ' b LINE OF ROOF SIEAIIINS O3 LINE OF FLAT VALLEY BEiOW O3 26 6A 6.1.PAN FLASFIIN6 b b MIK 36 RAKE DETAILS FOR ROOF * '.IRFAC M),NON-PEFFERAMP O3 MINMIM 26 6A 01.DRIP SHEET IN&AND OVER14AN6 CAP SHEET RUNINS THE RA.L ETCHED 2 V2'X 6' IHFOId1ATbN 0 BOBRIOR sow,, O LINE OF SCORN&VALLEY BELOW(AT wALU O4 2X COAT.BAGCIN6 9 9 LJ3R6TIi OF THE VALLEY(A6TM INSTALL PER MFR 173" OS ROOF 5FE.ATHING OS 26 6A.6.1.'Z'BAR FLASHING 5 i AT MAX. Ob 2X4 AT Ib'O.C.(AS REGU RED) 10 (o O 2 VALLEY AFLABRWAT p� w Ob 2X BLOCKING SIMILAR OR COMPATIEILE MATERIAL O UIDERLAYME3RT(30 b.AS.TN.FELT MIND DO NOT NAIL FELT,BATTENS OR O 26 6A 6.1.DRIP EDGE FLASHNG TILE TROUGH VALLEY FLASHING OB COMINJOIJr EIK.KIN6 Ob 16'w.X 28'H.SELF 5EALIN6, I 3 4 OS CONCRETE 5 ROOF 1 3 4 2 5 I 3 4 2 5 O9 30 b.SFEAT SHEET UDER SELF ADIEt1N5 EATUMNOUS TILE INSTALL PER.MFR - N-ASH HG MIN.56'WIDE) ME MINZA E APPLIED OVER 13 10 I SOLID BAG Nr AND BMW O CONT.SEALANT ROOF (SECAARE TOP EDGE WAMINEROOFINS FELT NAILS) 16 II O9 IYXIb'26 M SHIELD ROUED b BOTTOM WTOM CORNERSAPPLIED OVER ERTLIMIHOL)5 13 10 MEMBRANE AND BE NIO ROOF 2 ■ co FRAMING (@ I-PIECE METAL oNezrER 14 f 14 \\\� \\ b• (CALILK TO ROOF EDGE PRIOR SEE flEV. TO 1MDERLAYMENT)SEE MOHFIPUC BELOW II ROOF FRAMING 2 a a 7 9 5 b (SEE STFLICTRAU 2 \\�\� \\ t. - - - ',■■I„ �� GABLE END VENT TRIM 17 2 2XFA5CIA co ATE'° RSOMS SCALE, SECTION 'A—A' 13 �SSTTMIC A ALL SECTION Bn° B OP TO WALL OI FALSE TILE VENM NTH P THICK WALLS, 14 LAP BHATE -Ft SASTAHTMEMEIRA t.,.� (SIMLAMD T�tA-GOTTA FINISH OVER WA 4"MIg1JM LA PAPER VL 4'MINIMA'LAP I 4 PAINTED TO MATCH ROOF TILE W, I5 EXTERIOR FIN5H 3 STANDARD EAVE INSTALL PM MTL SPECIFICATIONS 5 1 OROOF MAT TRIAL,SM ELEVATION O SOLID BK.KIN6 6 1 ' INSTALL ROOFING MATERIAL5, REFER TO SPECIFIC ROOFINS ��,�r O EXTERIOR PLASTER. ( 2 I I I I I I I I I'I 3 2 I 4 5 BATTEI9 AID MID CLIPS PER DETAILS FOR ADDITIONAI_ cc Act O4 PAINT INSIDE B.AC.ICYVALL OF MANJFAGTURE25 REC.O*=TIONS INFORMATION NOT HERE. � .. OUfLOOKH"BLACK 'E ,- VOFems' 4 ` ¢ O5 60 MIK GRADE V' y e ElUILDIN6 PAPER 2 4- LINE OF ROOF SfWATNN6 4 N 9 LLJ FOAM OUTLOOKFJIS /;`�;, �,��• r- j�i { �' '� T - cc 5 INSTALL ROOFING MATERIAL, 5' 5' �• 'A' N' N 'A' BATTENS AND MNJ CLIPS PER _ L ry MANFA CT)RER5 IH , 12 REC.OP'RHi7AnaN5 DETAJLO 0 OETALS 1 REVDATE w-., W b` 13 �AIE VENTSFALSE TILE p 3 4 1 VALLEY FLASHING STANDARD RAKE XXXXX XXXXX 1 SCALE:11-1'-0' v 3 5 til CONCRETE 5'TILE Sc.—LE:1 In•=1'-0• 6 INSTALL ROOFING MATERIALS, TO SPECIFIC ROOFING b ' 15 �� // WWIFACTRERS]RECOMMENDATIONS TION SALON!HENM. Date: - - OI EIATTEN5 AND VAND CLIPS PER DETAILS FOR TONAL 2X FRAMING — i .r' O(1)LAYER UDE3RLAYME NT Ol CONCRETE 5'ROOF nLE MIN 50 b AS.TM.FELT MINJ INSTALL PER MFR REVISIONS O 2X FLOCKING z� � //-I , 3 4 2 5 3 2 4 5 O3 2X ELOLYJN6 < 4 / X 10 '�� /' ///' `; O MNJTE 6RADE V'MINIMI" O FILL MFR APPROVED —. - (SLOP®4-hNY5) 8 m � `�� �3 26 6A 6.1.PAN FLASHING CATER EfLCGKiNG .. -_.. O 51b•EXTERIOR I DI\/ERTER GRADE PLYWOOD , Q / 'I i _ - O4 IX CONT.BACKING O(2)LAYERS OF I.r-701_ILTRIG 2 y< _ `= Q 26 6A 6.1.2'BAR PLASHING HATER-RESISTANT PAPER (60 MINITE,6RADE V'MINMIF) b - Ob 2X BLOCKING O6 SELF SEALIN5,SELF ADHEMN6 -� BIIUMNO PBMBRAIE APPLIED O/SOLID BLOCX. N IN6 f _ OCOAT STUCCO O/WIFE MESH o/I'FOAM BOARD `. PLAN Alb ELEVATION _ 2 `' ` OMFHZ®PRECAST FINIAL WFERE OCCURS b (ELECORE,P60401-0OI SEE PLAN AND ELEVATION VARIES(SEE PLAN) `• t OR EauAU PLAN VIEW /l' 5 1 , I a O9 SEALANT PLAN VIEW (5UaR01Bb) KT5. , 12 3 a ) FOAM TRIM l0 0/EIROYN COAT 14 f TIGHT RAKE „c= 8 2 8 INSTALL ROOFING MATERIALS, REFER To SPm4go IN& ^-,,T E BA7TI3t5 AND MID CLIPS PER DETAILS ADD' e -2d for 2dherence to OEMLI A B DETALs - MANIFAC11RE3tS RECOMBDATIQt5 I Ai1PCTA17at IV�s , 5 6 4 RINDATE REVDATE ar 7l3end 9 - licable cotes b.lldln9�I TAa 6.1. CRICKET AT ROOF TO WALL SAVE AT WALL FLASHING SENERAL ROOF ASSEMB °a vzlb) AT'FLAT VALLEY* SCALE:I•=I'-O• 1 5 SULE,11/Y=P4' 1 1 CONCRETE 5'TLE , u c `.�rAliE I If2•C,, P rT t c r.*l■ardeeH++� i IL� AT SIDE WALL --1t-- ■G7BM�.G� �J OI ROM FRA17N5 OI ROOF FRAl1G 0 CB-HT&ROUT FILL - - N1 O ROOF SHEATHM O ROOF SIEATIAG(SEE __- ,- O M LAYER tlW RLAYMENT (SEE 5TR)Clw'hL NOIE`J 571WTLRAL NOTE) _ _ A MIK 30 b AS.TM.FELT) 1250 CORONA POINTE COURT b O WRY PIPE O VBR PIPE ,, _, _= O ROOF 51EATNN5(SEE SUITE 600 6. O4 SEAL PIPE TO HAS" O 5EAL PIPE TO FLASHN6 NTFI _-__��__�-` 2 W� KRU N 51LL STRLRAL DRAN55) CORONA,CA 92879 b PER FNNAL 2 NTH TOPS 8SO ADIESIVE 3 TOPS MO ADHESIVE 3 _, _, 6 0 I M AC 3 PH:951 428-4400 O0-LAYERS 30 b.A5.TA O(2)-LAYERS 30 b.AS.T)4 5 ROOFN5 LIIDEf"YMEW O Y R00FN61INOEFLAYMBU GiAY62ATL014°J 6 z G LAYERATC[AfJ b b Y 4 I n APPLYGONTINDY BEAD 8 4• < @D�OF EACH wD6E 2 O6 RBIOBE CAP FLASHING F1xw r c CAP FV5INIG W TILE i F aF ROOF MASTIC O/NOSE AURA U7 ROOF PRROXYTITIOR.ATMH // PRO.KTIOKA "TOTU -`W ROOFERS HA&ROOF f,,-�' 3 AT CANYON HILLS PA-2D WERS INSTIL TIC 5ff PLAN AND ELEVATION TO TILE__ L r O __SET IN WGTIG' "'� 4 / v O SET M INSTIL 1 O STORM CM EIEAADOFTO IN STOW RYMA ,,-�'� , , , \ DETAILS AAFXVE ''T TOPS MO ADIE51VE NOTE:REFER TO v T r r 2 GENERAL NOTES SHEETS '' 2 AT HEAD WALL FOR FURTHER INFORMATION SECTION VIEW S T s T INSTALL RANDOOFING MATERIAL, P DA BATTENS tRE r CLIPS PER OETALI OFIAL4 MAL- ATIOKS MAL- 62H01'ID/DIO_IOC RE/DATE R"AM Rff"TE REVDATE FINIAL 120 'B' VENT FLASHING 1 c ROOF VENT FLASHING 1 n ROOF TO WALL FLASHING Q RIDGE GAP JOBNUMBEH: 023-15015 U G v COPYRIGHT ©ROTS AT N COAT STUCCO SCALE,1 V2'=1'-0' SCALE,1 VY=I'-0' SCALE,I VY=P-O' CONCRETE 5'TILE SCALE,1 1/2'=1'-0' CONCRETE s'nLE SCALE.1 1/2'=1'-O' BASSENIAN UAGONI ARCHITECTS ROOF ROOF 26 GA. .VALLEY O O MEMBRAIIE AT ROOF,ITO (SEE STRLV FRAMING O TRAU 4 3 2 1 (SEE STRUG FRAMING O TORALI 4 3 2 1 MIN.I/GIRIMPED EDGES INS OI GAVE RISER BOX-01NT INTERSECTION (EXTEND V PAST SAVE) O(2)LAYERS 301b A .T.M.S OPLYWOOD ROOF OC-GK O2 ROOF SHEATHING O ROOF SHEATHING ROOFING UN MRLAYMENT 2 (SEE STRUGTU2A_) (SEE STRUCTURAL) O(2)LAYER Lll' AYMENT(MIN.30 lb (SEE STRIICTLRAU A.5LA FELT MIN)UNDER VALLEY O MINIMUM 26 GA.61.DRIP O ROOF MATERIAL,UNDERLAYM=NT, O ROOF MATERIAL,UNDERLAYFENT, FLASHING-WEAVED METHOD) ETCHED 2 I/2'X b' OFLAT STOCK 26 GA.0.1. AND FLASHING-SEE ROOF AND FLASHIIYrSEE ROOF 6-qO METAL FLASHING MATERIAL DETAIL 3/D.1 MATERIAL DETAIL 3/ .1 OMMI� 2b.MINERAL OONREFLAT ROOF CTIV PAST THE UMNER. O HIM I ELEVATION FOR FOR THE PLASTER) 2X BLOCKING ✓ O4 2X BLOCKING GAP SHEET RUNNING THE FULL MANIFAGTURER) - O FRAMED CORNER BOX-011i O 2X6 FASGIA O 2X FASCIA(SEE 6 II _- LENGTH OF THE VALLEY O- TO FLUSH WITH GAVE TO (SEE ELEVATION) ELEVATION) - (�TM��) REFER 5 AND RAKED DETA11L5 FOR r ALLOW FOR EXTERIOR 666 O4 PROVIDE NAILING CLIPS EACH ROOF 5HEATHIN6 AND ._ ll FIN15H AND FLASHING PER O 2X FRAMING 5 b O 26 GA.6.1.DRIP 5 10 SIDE OF METAL VALLEY OVERHAN5 INFORMATION _ STRUGTIRAL DETAILS FLASHING AT 24'O.G. OO(I)GOAT 5T1GG0 O/WIRE iv O(U COAT STKCO 0/WIRE __-- - - O 5 ROOF TO WALL FLASHING MESH O/1•FOAM BOARD q MESH O/I'FOAM BOARD m 5 CONCRETE FLAT ROOF SEE TYPICAL DETAILS 9 TILE INSTALL PER MFR. 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"B" 14 TIGHT RAKE ♦ O VALLEY FLASHING c XXXXX XXXXX BIROSTOP SCALE:1 I/2•=1'-0' SCALE:1 1/2'=1'-0' AT(U COAT STIX.GO SCALE:I In•=r-D• 1 CONCRETE FLAT TILE SCALE:1 In'=1,, V Date: 00-00-15 OI bXH SHAPED WOOD BEAM 9 e T I OI ROOF FRAMING OI ROOF FRAMING OI (U LAYER UNII7ERLAYMENT O GONGRETE FLAT ROOF 2 0)GOAT STUCCO O/WIRE (`SEE STRUCTURAL) 11 4 3 2 1 (SEE STRUCTURAL) 4 3 2 1 (MIN.30 AT AS.T.M.FELT MIN) �A1\ TILE INSTALL PER M1FR REVISIONS OMESH O/1'FOAM BOARD O2 ROOF SHEATHING O ROOF SHEATHING O2 WATER RESISTANT PAPER,(b0 ✓�BLD6.D 06/20/2016 STRUCTURAL) (SEE 5TRLIGTURAU 3O 4X6 SHAPED WOOD (SEE A MATERIAL, DERL AND FLA TE�ROOF O MINTS GRADE D'1.PAN NU •.. Y. 1 a VERTICAL O LE O O O_ O OUTLOOKER / 3 ROOF MATERIAL,UDERLAYMEIIT, 3 ROOF MATERIAL,UNDERLAYMENT, 3 MINIMUM 26 6A.6.1.PAN FLASHING 4 KERF CUT MATERIAL DETAIL MATERIAL DETAIL 3A:U 4 IX roNT.BAGKIN6 - O(SEE L� 10 00NCRETE FLAT TILE-3/D.I-lO O 2X BLOGKINS _ O BAR FLASHING.6.1.2' ''. 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FOR DIMENSION REWIRENENTS. {;.; 3 RECOMMENDATIONS DETAILS FOR ADDITIONAL ----- _ _---- - INFORMATION NOT 5HOWN FETE BITIMIN0115 MEIN R 1 12 26 GA.6.1.J-MOULD 12 APPLIED O/SOLID BACKING 3' 6' 10. T m Z 13 EDGE OF WINDOW II IX STARTER BOARD AT HOLD - 3' EAVE OVERHANG 12 HARDIE SOFFIT BOARD 2 DETAILt DETAIL* REVDAT= REWAT= SECTION EAVE 15 EAVE 11 GENERAL ROOF ASSEMBLY AT EXTERIOR 51DINS SCALE; U2'=1'-0' SCALE:1 1/2'=1'-0' CONCRETE FLAT'TILE SCALE,1 1/27 r-cr PardeeHomes AT SIDE WALL —� P. OI ROOF FRAMING 0 ROOF FRAMING OI (1)LAYER 30 Ib.FELT MFR (SEE STRICTARAU (SEE STRUCTURAL) APPROVED WEATHER BLOGKIN5 O(ROOF THSEE Tl1RAL) 10 4 3 2 O(SEE STRUCTURAL) O((1)LAY.FELT)UNDBIRLARIED OVER IIN.�Ib 1250 CORONA POINTE COURT SUITE 600 e _ O ROOF MATERIAL,UNDERLAYMENT, O RoOF MwTER1AL,uNDERLAYMEM, _-_;, `;_ O.__ UNDER 2X NAILER CORONA, A 92879 WINDOW SILL AND A SEE ROOF _ OROOF SHEATHING(SEE PH:(951)428-4400MATERIAL DETAIL MATERIAL DETAIL 3/D.1 STRUGTARAL DRAWINGS) CONCRETE S'TILE- 3/D.I ______ GONGRETE FLAT TILE-3/D.I-I O4 2X2 BLOCKING ~O ~ 5 1 O 2X BARGE(SEE 5 m 2 2X2 BLOCKING II 6 I ELEVATIONU q 4 %":. 4 L APPLY(gNTINX)IY BEAD AURA O 2X BARGE(SEE "4.'_ OF ROOF MASTIC O/N05E Ob 26 GA.0.1.DRIP 4 ENDS OF EACH RIDGE TILE S FN P 3' b' m 2'-0• O ELEVATQw Q_ O�To 2 AT CANYON HILLS PA-2D b SELF SEALING,SELF ADIERIN6 O(U GOAT STKGO O/WIRE 1 C BITIMINCus MEMBRANE a MESH o/r FOAM BOARD e T T11� ry A APPLIED O/SOLID BACKING q O6 WATER IrrE GRAM PAPER O I X I 3 DETAILS 6 - O EXTERIOR SIDING, (60 MINUTE GRADE b'MIN) II WVI INSTALL PER MFR. REFER TO SHEAR REFER TO STRINGY. 13 DWG{.FOR SHEAR O EXTERIOR PLASTER O/ DWGf.FOR SHEAR m O WATER RESISTANT PAPER SEE ROOF NO REd IREMEMS. EXPANDED METAL LATH SEE ROOF NO REGUIREMEN 5. NOTE:REFER TO (60 MIWTE GRADE b'MIN) FOR DIMENSION FOR DIMENSION '. GENERAL NOTES SHEETS Q I'FOAM BOARD AT HEAD WALL FOR FURTHER INFORMATION 10 IX STARTER BOARD AT RAKE II HARDIE SOFFIT BO OVERHANG INSTALL ROOFING MATERIAL, ARD ELEVATION BATTENS AND WIND CLIPS PER MAWFA.GTARER5 � DETAIL* DETAIL* RECOMMENDATIONS DETAIL* D.11 023-00036/D.I-2_I55 REVDATE REVDATE KWATE a JOB NUMBER: 023-15015 ROOF BRAGS 120 RAKE 16 RAKE ROOF TO HALL FLASHING Q RIDGE GAP �I COPYRIGHT ©2015 SCALE.I•=F-o' AT EXTERIOR 51DINO SCALE:11/2'=I'-0' SCALE:1 1/2'=I'-0' CONCRETE FLAT TILE SCALE:1 1/2'=1'-0' U CONCRETE FLAT TILE SCALE:1 1/2'=I'-0' �F 6ASSENIAN LAGONI ARCHITECTS OROOF FRAMING (SEE STRUCTURAL) II 4 3 2 1 0 ROOF SHEATHING (SEE 5TRUCNRAL) ROOF MATERIAL,UNDERLAYME NT, AND FLA5HINS-SEE ROOF MATERIAL DETAIL ( �, CONCRETE'S'TILE- 3/0.1 CONCRETE FLAT TILE-3/b.1-1 l r O 2X BLOCKING O 2X FASCIA(5EE _ { ELEVATION) 5 I O 26 GA.&.1.DRIP j I � OEXTERIOR SIDING, I - INSTALL PER? 12 OWATER RESISTANT PAPER SEE ROOFAL (60 MINITE 6RADE b'MIN) FOR DIFEN51 O I"FOAM BOARD I 10 SELF SEALING,5ELF AD ERIN6 10 - 0 BITIIMINOGr hEhBRANIE - APPLIED O/SOLID BACKIN5 STARTER REFgt TO 5TRUCT. 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OVER 1 ---- O FRAMING!.!EE (SHOWN IN DIAGRAM AS SHORT DASH 1250 CORONA POINTE COURT LIES). INSTALL SUGG®INS COURSES OF WATER-RESISTANT PAPER(B C,ETCJ STRLIGTIRAL PLANS) 2 FRAMING(SEE O HATH2 Iff55TAM PAPER OVER JAFg AND NEAP P,Lky6ES IN SUITE 600 3 STRUCTURAL APPROVED FLASHING o/r FOAM BOARD k'MAx Y4•MAx '. .. ._ CORONA,CA 9287E I- --- 3 FOAM TRIM(SEE WINDOW 5 4 N)GOAT STLCC.O O/WIRE N£JI w+-` SHINOLE-BOARD FASNON. PAPER SNIOULD PH:951 428-4400 �i• r TRIM DETAIN ELEVATION) O °IL'IL WINDOW FRAME MATERIAL (12'WOE) SPLICES CES ABOIFLYNDON. AD WITH NO 10 od O N COAT V FOAM O/WIRE O SEALANT TYPICAL 1 D 4 T WgT9i RE$IStAM PAPS I I MESH of r FOAM BOARD Q FOAM TRIM(SEE WINDOW _ HEAD TRIM TRIM DETAIL) Q 5TIWTRAL FLAW ab ;Jam`_::P to BE 60 MINUTE GRADE SLOPE TOP TO DRAIN DZ I O WINDOW FRAME I l mm- OLOIR5 0/ - b'PAPER MNJIFIIM AURA 3• I OHATER-RESISTANT I O BROWN COAT(SEE HINDON ,�I '� w I PPAPER RADE(6 MINUTE,J 6 TRIM A'L�5'¢AW AT CANYON HILLS PA 2D l --- - H7("j. 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STANDARDS AND PRACTICE NO ATTACH ENT DEVICE NOR THE HIRE BACKING SHOULDSEE EL G SILL TRIM wlNo BREAK uP SRILM RESISTANT PAPER. COVER OR PENETRATE_PLA5HINI5 MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF xOPE TOP TO DRAIN PATTERNS MAILSWALL OPENINGS MUST COVER WIRE BALKING. DETAIL# /d=VDATE NEVDAIE D.2 CORNER WINDOW TRIM - ELEY. 'A' 2U CORNER TRIM ♦ c WINDOW POST 1 WINDOW POST Q WINDOW FLASHING JOB NUMBER: 023-155 1 l! v COPYRIGHT ©2015 AT EXTERIOR PLASTER SCALE I/2'=I'-0' FOAM TRIM SCALE 3'=I'-0' FOAM TRIM SCALE:3'=I'-0' AT EXTERIOR PI.AZTBR SCALE 3'=1'-O' SCALE�5/W=1'-0' OASSENIAN LAGONI ARCHITECTS EXTENT OF TRIM PAINT COLOR HEAD 4 EXTENT OF TRIM PAINT COLOR HEAD 9 I WINDOW FRAME COLOR TRIM A 2- (PERK� �� TRIM A 2" O WATER-RESISTANT PAPER TRIM END FACES TO RELIEVE TRIM END SURFACES TO RELIEVE O2 APPROVED FLASHING TO E-R MINUTE GRADE SAM COL.OR/FIN15H APPLICATION SAME COLOR/FINISH APPLICATION MATERIAL D'PAPER MINIMUM V ---- O WATER RESISTANT PAPER 4 PROVIDE MIN.FROM WINDOW ROUGH * Mi OPENING 7o REGEy(PURRINI6) •_.� ^6 1 in -- _ FRAMING ON ALL 51DC5. R NOTES: 'vu �EPSKI O -- O HI CHAT S 0/1- O/ SEE PLAN O I r--- HIRE MESH o/r N c)x.c.bI2.1�,o3e CALLS CALLS FGR PLASHING of ALL EXTERIOR o1>@L1NGs =? �,;, o II, FOAM BOARD SLOPE SHELF AT REGE55 1',12'MIN. �N6 EXPOSED TO THE WEATHER To MAKE THEM VEAT}ER PROOF. SINGE c RG.DOES NO7 u N- I _yy WINDOW FRAME 3 6 AWAY FROM WINDOW WALL. OUTLINE PROCEDURES FOR WINDOW FLIDESE,-SEALI UES SHOWN HERE ARE 1 Ffl:AD TRIM WINDOW FRAME I I I O SEALANT TYPICAL REGOMIMENIDED- USE APPROVED 12'WIDE SELF-SEALING FLASHING. CAULK BACK OF \G,NFL A ID HEAD TRIM LINE OF SHUTTERS PROVIDE SOLID BACKING FOR WINDOW FRAMES BEFORE SETTING. LOSE WINDOWS THAT ARE WATER TIGHT. al;Ls�H ,Q SLOPE TOP TO DRAIN I A WHERE OCGUR5ION , O FRAMIN6(SEE L� ATSWNTERS� AND 6"MIN MEMBRANE AT SHELF 26 6A.6.1.FLA5HIN6 REQUIRED AS SHOWN IN OTHER WIDOW DETAILS TO BE SLOPE TOP TO DRAIN S' 1' I g• SEE ELEVATION I STRUCTURAL PLANS) INSTALLED BY SHEET METAL CONTRACTOR OMIT TRIM AT O T/IM FOAM BOARD ATTACH LOWER BIB OF 12'WIDE I RAN _ SHUTTERS D2 rr STRIP AS OF PLASHING,MATERIAL. ITl LINE WIRE,NIGH USED AS BACKING TO SUPPORT WATER-RESISTANT BULDIN6 PAPER OR (SEE(5 WINDOW TRIM TOP OF BIB$NOIA_D BE 3'ABOVE FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY II" JAMB DETAIL FOR 51ZE AND I STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD TlRtTHE OUTSIDE EDGE IN THE SLOPED r i i JAMB TRIM ' S I � SHAPE) v T I SILL.ATTACH FLASHING wTN COVER PE PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDSES OF O FOAM TRIM I PLAN I -------- GALVANIZED ROOFING NAILS OR - WALL OPETIINGS MUST COVER WIRE BACKING. -- RUST-RE515TANT STAPLES. _____ (MIN 2b.PC.♦`) L__ __J 1 APPLIED FOAM TRIM 1 L--- LL- 1 (MIN.2b.PCF) pL ■ �� CN -L APPLIED OVER L-- - _ S ~ C�' BROWN GOAT - REFER TO DETAIL M 2' 4' 4' ' I' LINE OF ADJALBHT 4/b2-I FOR FLA5HIN6 2 O TRIM B 2- I'I' M G I OLf21RS 'p'�E AND W47ER -.'T, <�n `. ELEVATION FOR SEE ELEVATION FOR RC55TANf PAPER. U. B SILL�1lIM WINDOW BREAK H p G SILL TRIM WINDOW BREAKS P MALLI SLOPE TOP TO DRAIN PATTERNS SLOPE TOP TO DRAIN PATTERNS RB/DAT: �-- - RECESSED WINDOW TRIM - ELEV. V RECESSED WINDOW TRIM - ELEV. 'A' RECESSED WINDOW HEAD n �y Cc M '? AT EXTERIOR PLASTER SCALE.I/2' I'-O' 17 AT EXTERIOR PLASTER SCALE:I/2' I'-O' 13 AT EXTERIOR PLASTER SCALE,3' I'-0' IT'-S• ■ a T..«,.,,,. �;:r.. EXTENT OF TRIM PAINT DOLOR EXTENT OF TRIM PAINT DOLOR , 3 T a f• mER COLOR scHED x EJ EAD A a (HER COLOR SCHEDULE "E�DT9 O wwow FRAME -� j: s'+ - �BIDSURFACES T)RELIEVE TRIM TRIM END SURFACES TO RELIEVETRIM2 '...�;.••. �. SANE COLOR/FINISH APPLICATION SAME COLOR/FIN15H APPLICATION O MAT FLASHING r----, WATER RESISTANT PAPER I I b I r___ __, •D O4 (0 GOAT STUCCO O/ APPLY SEALANT AT BOTTOM SET CORNER RASH''A'PIECES SET'GORIER FLASH'!{100'B' APPLY SELF SEALING,SELF �I•� WIRE AT S O/I' CORNERS OF RECIES. INTO SEALANT AT BOTTOM PIECE DIRECTLY ON TOP OF THE Aq®RING BITUMINOUS MEMBRANE E0�J OF 131E NODS DE J9i_'IL_ POAM BOARD cc CORNERS('GORIER FLASH'BY TLS 'A'PIECE.BUT'B'PIEGE5 AS OVER SOLID BACKING STARTING MEMBRANE AND TOOL FLAT ' WINDOW FRAME LABS.USE'65'IOOA,102A,-LOGO NEEDED TO ALLOW IT TO WRAP ON THE RO"SILL RUN ALONG HEAD TRIM WINDOW FRAME I I OR 112A DEPENDINS ON THE DEPTH AROUND JAMB.STAPLE IN PLACE S SEALANT TYPICAL I SHELF AND DOWN PAGE OF q LINE OF SNmERs I OF RECE55. AT TOP FD6E. FURRING TO I'FROM BOTTOM a SLOPE TOP TO DRAIN WHERE OCCURS, O6 FRAMING(SEE 2 EDGE OF BIB STRIP. LINEE ELE OF SNUITERS I HEAD TRIM FJ.EVATON� STAPLE IN PLACE ALONG TOP ('CORNER FLASH'BY T_5 LABS) I.iJ STRUCTURAL PLANS) p• I' SEVATION-� I I ED6E U51NG RUST-RE515TANT 1 1 A SLOPE TOP TO DRAIN i O I I I a T TRIM-WERE OCCURS £ I STAPLES. REPEAT AT OTHER SILL GORIER. 02 cc SFERFLAN I D� I (SEE HI IIMM I d � C DETAIL FOR SIZE AND - I In OGGXt I SHAPE) I S I b °1 Gam' FOAM TRIM I I AFTER SILL STRIP 15 IN PLACE Z, N OMIN.2b.PGF) L____ ____J I I I ATTACH-LAMB STRIPS OFAPPLIED �OAVTER FOAM TRIM I L FLASHING MATERIAL(SIDE OFBl"OHN Fir. 7 �'IPPLIED OVER L- E OF FLASHING FLUSH I - - OPENING)AT LEAST 12'WIDE WITH BROW!CHAT- L-- - ---J INSIDE EDG OF WINDOW iV ®� - - REFER TO DETAIL -- TOP EDGE TO BE FLUSH H"TOP p WITH_ U 4' LINE OF ADJACENT 4/D.2-1 FOR FLA5MIN6 OF RECE55 OPENING.BOTTOM Q 2' 4' TRIO 8 TRIM B OCCURS AMID WATER- • ' �* SHELFTO BE FLU5H WITH OF RECESS OPENISL�D II SILL I WINDOW-ViERE MATERIALS,SEALANT, SEE EtYAT10N FOR ' ELEVATION FOR RESISTANT PAPER. (s SIM w1NDaw BREAIC4AP B SILL TRIM WINIDow BREAK4 P DETAILr v SLOPE TOP TO DRAIN PATTERNS SLOPE TOP TO DRAIN PATTERNS REPEAT FOR BOTH JAFB� REVDATE ® ® ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR ATTACH NIPPER BIB OF ATTACH SILL STRIP OF MIN.12' RUST-RE515TANT STAPLES. RECESSED WINDOW TRIM - ELEV. 'A' Q RECESSED WINDOW TRIM - ELEV. 'G' 114 RECESSED WINDOW JI�MB O WATER-RENSTANTPAPER WIDE FLASHING MATERIAL.TOP OF xxxxxxxxxx vSTARTING AT SILL ROUGH OPENING STRIP SHOULD BE FLUSH WITH (WRAP SILL STRIP DOWN FACE OF AT EXTERIOR PLASTER SCALE.1/2'=1'-0' AT EXTERIOR PLASTER 51-ALE:1/2'-I'-0" AT EXTERIOR PLASTER 51- E:3'=1'-0' AND EXTEND DOWN SILL WALL, BOTTOM SILL OF R.OV&H OPENING. FURRING WHEN RECE-95 DEPTH 15 ALONG REGE55 SHELF AND DOWN LESS THAN SILL STRIP WITH) - Cate: 00-00-15 FRONT OF FURRING TO 2'BELOW ATTACH FLA5HIH6 WITH EXTENT OF TRIM PAINT COLOR BITUMINOUS MEMBRANE(I'BELOW GALVANIZED ROOFING NAILS OR - (PER COLOR SCHEDULE) �M q } ( WINDOW FRAME I STARTER BB) RUST-RE STAPLES. - REVISIONS TRIM END SURFACES TO RELIEVE SAME COLOR/FINISH APPLICATION O MATERIAL FLASH71N6 ATTACH UPPER BIB WITH (WRAP SILL STRIP DOWN FACE OF MATERIAL GALVANIZED ROOFING HAIL5 OR FI RRING WEN REGE55 DEPTH 15 O3 WATER RESISTANT PAPER RU'T-RE515TANT 5TAPLE-5 ALONS LESS THAN SILL STRIP WITH) m FOAM TRIM SLOPE 1:12 UPPER Ev6E. 1_ A 1PPLIED OVER T'___ ___, Op (U GOAT STUCCO BROWN COAT I I O/WIRE MESH O/ I ` `T I 1 I'FOAM BOARD rr_ I HINDOw FRAME Os SE-ANT—IGAL II ------ -----U _ CLAD TRIM LINE of SKITTERS b O FRAMING(sue , SLOPE TOP TO DRAIN `-�ELEVATION" STRUGTARAL PLANS) I OT TRIM-WERE ARGUERS I I FOAM OARD(S B LL- (SEEE WINDOW TRIM I I NAIL FOR SIZE AND I I SHAPE) a EXTERIOR GRADE PLYWOOD L___ ___J (SLOPE SILL 1",12") REFER TO DETAIL - 4/D2-1 FOR FLASHING I II 4 ANDI SEALANT, APPLY 5EALANT AT TOP SET CORNER FLASH 55 100 B' SET'CORNER FLASH''A'PIECES SEE EtVATON FOR - _ RESISTANT PAPER C.ORI'ERS OF RECESS. PIECES INTO SEALANT AT TOP DIRECTLY ON TOP OF 13'PIECES RECESS CORNERS,Our 13 PIECES ('CORNER FLASH'BY T.5 LABS. WINDOW BREAK-UP AS NEEDED TO ALLOW IT TO WRAP USE'65'IOOA,102A,106A OR 112A PATTERNS DETAILS WVDATE STAPLE JAMB AND HEAD. TEN DEPENDING ON DEPTH OF RECESS) STAPLE IN PLACE AT TOP FDFiE OF B'PIECE. STAPLE IN PLACE ALONG TOPR�T 19 RECESSED WINDOW TRIM - ELEV. IV 15 RECESSED WINDOW SILL 11 CCORNER'FLASHBYTL5LAB,) 5 N6RUST-RE515TANT J - `- ;; ;` ;F3 p�' AT EXTERIOR PLASTER SCALE:1/2"-I'-0' AT EXTERIOR PLASTER SCALE.3'=I'-0' P. Pw&%eHomes REPEAT AT OTC SILL CORNER j•" OI WINDOW FRAME WU CONT. , SEALANT BEHIND FLANGE ,5-LOPE-1.12 2 SELF SEALING,SELF ADHERING 6 3 4 2 APPLIED o/SOLID BAGKINI6 _ '; ,',�'G', 600 COURT SUITEE O BITUMINOUS Ms-BRAKE 1� "' 1250 CORONA IN O APPROVED F1_/5HING PAPER m - - ----- CO PHR(95)428-4400 O4 60 MINUTE GRADE D'PAPER G NON-FHARDENIN5 SEALANT ry .. ... AURA d bO 2'X Ib H' OF SHELF RD W NOW BRAIN FINISH, INSTALL PER HIM 11/2'X 4'HDF LEDGER AT CANYON HILLS PA-20 W/WOOD GRAIN FINISH, INSTALL PER MFR. �' a OF THE RAU(SOLE WOOD6RRAIN FAIN S14 - S qTTlNr,AT THE PLAN PLATE)LAY WATER-RESISTAHT PAPER(A) DETAILS INSTALL PER Mm. UNIPM THE STARTER 51B.GLOr ANY EXCESS WATER-RESISTANT PAPER THAT MAY EXTEND (U GOAT ST CG0 ABOVE T SILL ON EACH SIDE OF THE NOTE:REFER TO o/WIRE MIEsHH of APPLY A CONTINUOUS BEAD OF SEALANT AFTER WINDOW 15 PLACED,INSTALL THE OPENING.(5HOW1 IN PIA6RAM A5 SHORT DASH GENERAL NOTES SHEETS I'FOAM BOARD TO THE BACK SURFACES OF THE WINDOW HEAD STRIP OF FLASHING MATERIAL OVER LINES).INSTALL SUCGEEDIN6 COURSES OF FLANGE,THEN PLACE THE WINDOW INTO THE WINDOW FLANGE.TH15 5 ANOTHER WATER-RESISTANT PAPER(A,B,G,ETCJ OVER FOR FURTHER INFORMATION THE ROUGH OPENING WITH FLANGES O]ER STRIP OF FLASNN6 MATERIAL AT LEAST ,IAMB AND HEAD FLANGES IN 5HINGLE-BOARD THE INSTALLED FLASHING STRIPS. 12'WIDE. FASHION.PAPER SHOULD TUN GMTIRADL05LY (WRAP HEAD STRIP ONTO HALE OF OVER HEAD WITH NO SPLICES ABODE WINDOW. D. FURRING WEN RECESS DEPTH IS LESS D V2' I 5 THAT HEAD STRIP WIDTU 1 0 I _ DETAILS 1 REVVATE 120 ADHERED HDF POTSHELF c 112 RECESSED WINDOW FLASHING JOB NUMBER: (2)2015l� COPYRIGHT ©2015 AT EXTERIOR PLASTER SCALE.1 1/2'=1'-0' 51-ALE:3/H'-1'-0" 4 IIASSENIAN LAGONI ARCHITECTS EXTENT OF ZIM O 0)GOAT STIK.LO O/WIRE COLOR(PER TRIM MLORM HEAD A 9 (PER K 5G PAINT1 ) O 2X6 P.TD.F.W/I/4'CHAMFER AT OI SHUTTER-REFER TO MESH O/1'FOAM BOARD TRIM DJ INTERIOR VERTICAL EDGES THE SHUTTER DESIGN TR M E SCHEDULE) TRIM END SU�AGES TO RELIEVE OFRAMING lSEE TRIM 9D SURFAC% SAFE COLOR/FINISH APPLICATION 2X(NO P.TD.F.H RI OUTSIDE EDGE) DETAILS y/n✓ STRI1 N&(S �) C- RELIEVE SAFE V O2 2X6 P.TD.F.HORIZONTAL TRIM ` ELEVAT O BEHIND HU LEDGERS .LG �lEP.SK/ GPPLIC A ION (2)5/4 x 5 I/L___ ---- --- ----- -" BEHIND SHUTTER. O3 APPROVED FLASHING APPLICATION HARDIE TRIM I SLOPE AWAY FROM 2 '=s a, a MATERIAL r--- ---� r-- --� wlwow DRAINAGE. — LOCATE AT TOP AND I �� O O4 EXTERIOR GRADE 1 - I 5/4 x 2 1/2' I I 2 BOTTOM.ADD PLYWOOD �• I HARDIE TRIM ADDITIONAL LEDGER 'M HEAD 1-RIM I I I AT MID-HEIGHT OF O5 WINDOW FRAME 5 q A I WINDOW FRAME I SHUTTERS THAT __ SLOPE TOP To DRAIN I L -.. EXGffD 46•IN O6 WATER RESISTANT PAPER ry I LINE OF SHUTTERS, I HEIG44T. 2 �� (60 MINITE BRAVE b' b B 6 I WHERE OC.GURS, D2 I t MINIMIh(1 SLOPE 112 r- I SEE ELEVATIONS I I F O(2)V`�S OF 60 W � f� p WINDOW FRAME I I < MINUTE 6RADE V' OT FINISH 6RAVE RAN I OMIT TRIM AT I PAPER OSHUTTERS FOAM TRIM(MIN.2 PCF) -----_ - -J LSff ELEVATINE or S'I'ON�� I I O/BROWN COAT S b I • f _ WATER TABLE, O SELF SEALING, O SELF SEALING,SELF FOAM TRIM TYPICAL '' I BITUMINOUS INS -I ADHERING BITUMINOUS - (MIN.2b.PCF) L J L-_+ ---- - --- - J MEFERANE 2 I 1EMHRAtL APPLIED APPLIED OVER - 5/4 z 2 I/2' APPLIED OVER J OVER SOLID BACKING O 5ROWL1 GOAT- --_-__.- ON EDGE SOLID BAGKIN6 0 m I I HARDIE TRIM C'* 10 26&A.6.1. OS 26 BA.G.I.FLASHING c - WEEP SCREEDT ELEVATION EXTERIOR Ob NON-HARDENING SEALANT I•S I/2'' 2' 4' II SIDING II . b LEDGER B 2 4'S' I' DZ REFER TO DETAIL O 2X6 P.TD.F. 5EE ELEVATION FOR SEE ELEVATION FOR 2/D.2-2 FOR SHUTTER W/EXT.PLASTER ICE'( LL a q SILL TRIM s1u ATrAC1 WENT VETAILs W B WANDOWRBREAK-UP TRIM PATTERNS -I1P RLWATE O 9/4'EXT.PLASTER KEY B F� SLOPE TOP TO DRAIN ..^ q0 DOUBLE 2X6 P.TDF.LEDGER '- 2 RECESSED WINDOW TRIM - ELEV. 'B' 113 WINDOW TRIM - ELEV. 'B' n SHUTTER DES16N 10 (U COAT 5TUUg 0/WIRE 5 co 7 MESH 0/1 FOAM BOARD AT EXTERIOR PLASTER SCALE,1/2-=r-o- AT SIDING SCALE.I/2'=I'-0' SCALE,I/2'=I'-0' I II 12 ■ 4 SYNTHETIC 5701E VENEER, q I INSTALL PER MFR. �i... EXTENT OF TRIM PAINT COLOR q I (PER COLOR SCHEDULE) OI I/4'THICK EXTERIOR 12 ALL NAIL OR SCREW HOLES 4 _ b O'-- LINE of GONT. D..2 } TRIM END SURFAGES TO RELIEVE D 6RADr I=ED �... SAFE GOLOR/PINISH I TI 7 SURROLM PR OR TO BEEPRE-DRILLED LAT 4 FRIEZE O2 LOUVER BOARD I/1' SEE ELEVATION AND TO BE FILLED WITH II ,�- (2)5/4 x 5 I/1.-_ ---- ----ITT THICK EXTERIOR CAULKING.ALL NAILS OR DE 5 Z HARDIE TRIM GRADE MOX FINISHSCRE C TO BE SET IA�ER FNINT CAULKED AND , '4PAINTED. SECTION AT SYNTHETIC STONE VENEER5/4 z 2 1/2' HARDIE TRIMIF[ I WINDOW FRAME WINDOW FRAME I LINE OF SHUTTERS ID O _ L.� ps SEE ELEVATION I I < 5 r 10 4. I I ■■11 �..a o n C n I b• I' I �: REFER TO DETAIL T WATER TABLE, WATER TABLE L:l W HATE FOR FLASHING TYPICAL . ---. TYPICAL� , O b j MATERIALS,SEALANT PER PLAN AHD WATER RESISTANT I5/4 x 2 1/2' 10 L PAPER. ON E06E Z -III—III—III—III—I I—III—III—I c , HARDIE 3 f.TRIM —I I— —I —III s1D�NB' s1 IvNG' SECTION AT EXT PLA5TER WALL Q ;I I I17fI I=II Iml I=„I II II I I,nl I I,�I a e o e D REFER TO ETAIL D P2 SEE ELEVATION FOR I SEE ELEVATION FOR =--2 FOR 51#t<TER WINDOW BREAK-I1P WINDOW BREAK-UP ATTACHMENT VETAILS PATTERNS PATTERNS WINDOW SILL W/ POTSHELF 3 I-0 ♦ p WINDOW TRIM - ELEV. 'B' x n' 1'-0' 4 WINDOW TRIM - ELEV. 'B' /2 =I-0 1 O SHUTTER DESIGN x, ,1/2'=I'-0' 6 SHUTTER ATTACHMENT DETAIL ��E: 12'=1'-0' 2 XXXXX XXXXX EXTERIOR PLASTER1 O Date: 00-00-15 EXTENT OF TRIM EXTENT OF TRIM EXTENT OF TRIM PAINT COLOR EXTENT OF TRIM PAINT DOLOR PAINT COLOR(TER PAINT COLOR(PER (PER COLOR 5GHiEDULF) S M OI 2X6 NOR V.W/I/4'CHAMFER AT (PER COLOR SCIgDULFJ REVISIONS COLOR SCHEDULE! FOAM TRIM COLOR 5GHEDIA.E) TRIM END SURFACES TO RELIEVE D.2 1- INTERIOR VERTICAL EDGES - TRIM END 5U2FAGE5 TO RELIEVE TRIM END (MIN.2b.PLF) - TRIM END FOAM TRIM SAME GOLOR/FINISH APPLICATION MO LHAMFER AT OUTSIDE E06E) SAME GOLOR/FINISH APPLICATION SURFACES TO APPLIED OVER pf SURFACES TO (MIN.2b.PCF) - 2 2X4 P.TD.F.HORIZONTAL TRIM RELEVE SAME BROWN GOAT RELIEVE SAME APPLIED OVER O �A �D APPLICATION ' 9• ' �D q S. COLORIFINISH PPLICAT ON BROWN GOAT q a LINE OF CONT. �F—•IF TRIM A DZ P WINDOW FRAME 02 A FRIEZE �14 r -_- HEAD®l JAMB TRIM •'•- WINDOW FRAME I 2 HEAD TRIM HEAD TRIDR JAMB TRIM TRIM A SLOPE TOP TO DRAIN ID SILL TRIM 6 I FICAD TRIM A �— D A LINE of 5HU TERS I D2 I A SLOPE TOP TO DRAIN B DZ D2 SLOPE TOP TO DRAIN WERE OCCURS I I ZIFE TOP TO DRAIN _ SEE ELEVATION I I O 1 111 RIM II �9• �� I TRIM G D] - 1 ry WINDOW FRAME EXTERIOR B FOAM TRIM I a PLASTER-- :. • ' I (MIN.2b.PGF) 1� EXTERIOR PLASTER MY APPLIED S. b• -FER RP'N - BROWN COAT 2• '• 1 SMOOTH TROWEL FINISH- EXTERIOR PLASTER B SILL TRIM CORBEL PROFILE 1 'n TRIM A REFER TO DETAIL SLOPE TOP TO OR L SEE ELEVATION FOR --- -- - -FIN_FLR SEE ELEVATION FOR FIN.FLR __------_._ __ I-- SEE ELEVATION FOR M D2 2N2-2 FOR SHUTTER ,� G SILL TRIM WINDOW BREAK-UP WINDOW BREAK-P ---- WINDOW BREAK P ATTACHMENT DETAILS DETAU SLOPE TOP TO DRAIN PATTERNS PATTERNS PATTERF5 a VDATE WINDOW TRIM 19 WINDOW TRIM 15 WINDOW TRIM - ELEV. 'B' ♦ SHUTTER DES16N 7 PardeeHomes AT EXTERIOR PLASTER SCALE. I/2•=I'-O' AT EXTERIOR PLASTER SCALE,1/2'=I'-0' AT EXTERIOR PLASTER SCALE.I/2'=I,' 1 SCALE,1/2'=1'-0' ,FOAM TRIM (MM:2b:PGF) EXTENT OF TRIM PAINT A AMfED OVER '--- H+F_AV A 5 Oi SELF SEALN6,SELF Oi wlNDow FRAME DZ COLOR(PER COLOR I 2 BROWN GOAT_ TRIM D2 AD/ERIN6 BITUMINOUY SCHEDULEJ MEMBRA E APPLIEV O SELF SEALING,SELF ADHERINGTRIM END �� _ o �SAME SURFACES - OVER SOLID BACKING BITUMINOUS MOLID A 6 8 ,12, 1250 CORONA POINTE COURT GOLOR/FIN15H Y O FRAMING(SEE APPLIED of SOLID BACKING n D2 } . SUITE 600 APPLICATION FRAM (S PLANS) O3 APPROVEV FLASHING PAPER 5 SILL;.. ._- CORONA,CA 92879 o _ �I•I 4 I O3 APPROVED PLASHINS O4 WATER-RESISTANT PAPER 7 ,. PH:(951)428-0400 J'li_'ll� MATERIAL(12'WIDE) (60 MINUTE,GRADE'D'MIN) q D� $ MyHDOW1 FRAME O M1 ,' �TRI I O FOAM TRIM(SEE WINDOW SO 26 6A.6.1.FLASHING 5 PLAN AURA ___1 A SLOPE TOP TO BRAIN D] I O WINM DETAIL) NI DOW FRAME i O A SEALANT e " I " AT CANYON HILLS PA-2D I O WATER-RESISTANT I O?K SOLID BALKING Y WINDOW FRAME 1 I PAPER(60 MINUTE, I O?K LEDGER I GRADE V'MINIMUM) EXTERIOR L11E ELEVATION-OF WrERS I b I O 2X DECKING PLAST� SEE o%COAT SFE o ,� I 10 EXTERIOR SIDING, 12 90 PLAN H -4 1 I 0-- -_____ INSTALL PERMM. , DETAILS FOAM TRIM I I I'FOAM BOARD a, 2, 6' EQ. b' EO. b' EO. b' 6. (MIN. IPPLIm A. O OVER 1I 5/4 HARDIE TRIM(SEE NOTE:REFER TO Q BROWN GOAT- WINDOW TRIM DETAIL) 1 12 ax SHAPED WDoo CORBEL pp.o' a ERAL NOTES SHEETS FOR GEN FURTHER INFORMATION 13 I'FOAM BOARD ' 10 B SHAPED FOAM _ I I • 2 RLT�R TO DETAIL I 2 4 T (MORgg, 4iD.2 FOR FLASHIIN6 •9 V2• 2 4 B o2 4.5• r MATERIALS,SEALANT, RISER TO DETAIL a RRONT VIEW D. SIDr VI<:W SEE ELEVATION FOR AND WATER- MD2 FOR fl-ASHIN6 B SILL TRIM [WI INDOW BREAK-UPIw MATERIALS,SEALANT, 4 SEE ELEVATION FOR D RESISTAM PAPER. -2 SLOPE TOP TO DRAIN PATTERNS RESISTANT PAPER. PATTERNS -JP ■ 15 1201WINDOW TRIM - ELEV. 'B' ♦ c WINDOW POST ♦n WOOD POTSHELF p WINDOW TRIM - ELEV. 'IC' 4 JOB NUMBERS ICH O3-1�5015 AT EXTERIOR PLASTER SCALE,I/2' I'-0' 1 V FOAM TRIM SCALE 3'=I'-0' 1 G AT EXTERIOR 51DIN5 SCALE,I V2'•1'-O' v AT EXTERIOR PLASTER SCALE,I/2'=I'-O' BASSEMAN LAGON ARCHITECTS oDOOR FRAI'lE FOAM TRIMO APPROVED FLASHING 4 MR 2b.POP) MATERIAL 4 APPLIED OVER O WATER RESISTANT PAPER N1�6 BROW!GOAT �G��ERSKI p 5 4O(1)COAT STLWrO O/EXTE D3 A MR COLOR HEAD OF TRIM PANT DOLOR WEE MESH O/1•FOAM BOARD TRIM C TRIM END SURFACES TO RECEVE O SEALANT TYPICAL I Own yJ 5AME COLOR/FINSH APPLICATION O FRAMING(SEE I THRESHOLD-PROVIDE BITUMINOUS COATING It STRUCTURAL PLANS) I UNDER THRESHOLD FOR SEPARATION OF � 6 O I ALUMINUM AND CONCRETE,OR OTHER TRIM-WERE OGGRS r APPROVED MEASURE TO ISOLATFJPROTEGT� D3 0/1•FOAM BOARD(SEE ViT I ' WNDOW TRIM DETAIL I APPLY SEALANT TO FLOOR AND/OR BOTTOM FOR SIZE AND SHAPE) I I SILL PER MANUFACTURER- DOOR RZAME O 26&A.6.1.FLASHING I I I PLACE DOOR UNT INTO ROUGE,OPENING AND hIGAD TRIM $ O BRICK MOULD(SLOPE L 1O '°` I g TEMPORARILY FASTEN PER MANUFACTURER I , SLOPE TOIP TO DRAIN � to SHIM SPACER PERMFR. i_ ■� V� � 11 DOOR q I REFER TO DETAIL II O 4/TJ3 FOR FLA51-4I116 5 JAMB TRIM AND RESI ERIALS,W-ALANT, U.sTAMEPAPER. LiJ DETAILS REVDATE r c 117113 DOOR TRIM - irLEV. "A" 9 DOOR HEAD 5 m cc AT EXTERIOR PLAST R SCALE.In':1'-0' AT E%TERIOR PLASTER 5GALE:3'-I'-O" ■ a' 3/8" 6o F OI DOOR FRAME 2 APPROVED PLASHING FOAM TRR1 MATERIAL (MIN.2b.POP) o APPLIED OVER APPLY SEALANT TO EXTERIOR ED6E OF THE EIR"COAT 3 WATER RESISTANT PAPER DOOR FRAME JAMES AND HEAD TO RECEIVE cc 5 O(1)COAT ST CZO O/ FLASHING SET 5/8"IN FROM THE INSIDE Q D3 A WIRE M 55H O/1" Yi �5 OF'lAFB5 AND HE -J U FJCIBlf OF TRIM PAINT COLOR FOAM BOARD ttEAD O ATTACH JAMB STRIPS OF FLASHING Q� 2 iWM)BE)SURFACESTo RELIEVE TRIM 5 SEALANT TYPICAL MATERIAL(SIDES OF OPENING)AT LEAST 12" ■ Q SAME COLOR INSH APPLICATION ———— WIDE NTH THE INSIDE EDGE OF FLASHING ■ w (DIP RAMING(SEE r ——— —, POSITIONED 3/6"IN FROM THE INSIDE ED6E m STRUCTURAL PLANS) OF THE DOOR FRAME. JAMB STRIPS SHOULD {y� 6 EXTEJD 12'MIN.ABOVE OPENINGTRIM-WERE OC.CtRS p I D3 O O/BROWN COAT(SEE — R -------- - - O ATTAC.H HEAD STRIP OF FLASHING MATERIAL w WINDOW TRIM DETAIL \ (TOP OF OPENING)AT LEAST 12'WIDE WITH z FOR 51ZE ARID SHAPE) THE BOTTOM EDGE OF FLASHING POSITIONED O 3/a•UP FROM THE BOTTOM B76E OF THE DOOR FRAME a DOOR DOOR HEADER. ... �FIl:AD TRIM B Q BRICK MOULDcc o SLOPE TOP rD DRAIN JAMIo SHIM SPACER PER MFR - ('.l.T77 a a• TRIM E��PLASTER v a�3 FOR�sw ro N6 e o Q MATERIALS,SEALANT, B JAMB TRIM SEE5115TANNTT PAPER. UETAILk REVDATE 118114 DOOR TRIM - ELEV. S" 10 DOORJAMB c XXXXXXXIO(X AT EXTERIOR PLASTER scALE:In'•ro• AT EXTERIOR PLASTER SCALE:3•=1'-0' U APPLY A CONTINUOUS BEAD OF SEALANT ON Date:00-00-15 THE EXTERIOR SURFACE OF JAMB AND HEAD OIFLASH N6 ON THE DOOR 51DE ED6E OF THE CONCRETE STOOP FLASH O2 REVISIONS HEATER STRIPPING ATTACH BRICK MOULD OVER SEALANT AND FOAM iTRIM ��.DEPT• ����ALIGNED WITH JAMB AND HEAD STRIPS OF (MIN 2b.PCP) OR TESHOLp-PROVIDE FLASHING SET 3/8"IN FROM E06E5 OF APPLIED OVER BITUMINOUS WATNO ON DOOR FRAME. t31.D6'CC". � ■ EROWN COAT 3• TRESHOLD FOR - 5 SEPARATION OF ALUMINUM AT BRICK MOULD AT DOOR WAD,APPLY A 03 A AND CONCRETE OR OTHER SEALANT TO TOP OF BRICK MOULD AND AT EXTENT OF TRIM PANT COLOR HEM APPROVED MEASURE TO ADJACENT WALL TO RECEIVE 26 6A (pgy COLOR r TRIM ISOLATE/PROTECT 2 INS W N D SAIL 15 ROTE NOT TE TRIM BO SURFACES TO REONF/E RED WHEN DOOR 15 PROTECTED 7D BY SAME GOLCRIMN15H APPLICATION O NON-FL4RDENIN6 31-01 MIN.OVERHA SOFFIT) 3 O CONCRETE SLAB 6 4 i D3 A SLOPE Ta+ro DRAIN v . ei d d ` REFER TO DETAIL 4/D3 FOR FLASHING MATERIALS,5EALANT, - y AND KATM RE515TANT PAPER. DETAILS REVDATE PAP ANT 19 15 DOOR TRIM - ELEV. "V' 11 THRESHOLD AT SHINS-IN DOOR 7 O PardeeHOmes AT EXTERIOR RASTER %ALE,W.=77 AT FIRST FLOOR SCALE.3'=V-W �{ OTHRESHOLD-PROVIDE BITIMMOUS FLA COATINS TO 150LATE TRESHOLD FROM 1250 CORONA POINTE COURT O 26 6A,6.1.PLASHING _ SUITE 600 O3 ELA6TOMERC FINISH BY 1 a :-.-;;r CORONA,CA 92879 w DFx-o-TFx(SR_r5i)o/PLYWOOD SHEATNN6. STAR TIN6 AT- THETHE BOTTOM OF T WALL(SOLE PLATE),LAY WATER-RE515TANT PH:(951)428�400 o INSTALL PER MFR. PAPER(A)OVER THE.,AMB FLASHING STRIP AND LAP INTO THE JAMB BRICK MOULD. O PLAMI NS) (SEE STRUCTURAL INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER(6,C,ETC) O PLANS) OVER,SLOPE.1/4",I2" S 1 5 AURA O NON-HARDENING SEALANT E- -- TO ER60 MINUTE PAPet LASHING,SHINGLE-BOARD FASHION,AND LAP INTO THE JAMB BRICK _ TO BE 60 MINIfE GRADE 3 2 b'PAPER MINIMUM AT DOOR WAD PAPER SHOULD wN CONTIN1CAJR-Y ABOVE THE DOOR WITH No AT CANYON HILLS FA-2D SPLICES MOULD ALP OVER 26 HIN 61 FLASHING. OaNED.PAPER ONTO TOP OF BRICK MOULD WHEN SAIL FLASHING IS NOT REWIRED. NOTES: DETAILS I.R.C.T03b GALLS GALLS FOR FLA5HIN6 OF ALL EXTERIOR OPMIN95 EXP05ED TO r THE HEATER TO MAKE THEM HEATER PROOF. SINGE CRC.DOES NOT OUTLINE NOTE:REFER TO PROCEDURES FOR DOOR FLASHING,TEGNICdE EG 5 SHOM HERE ARE ROMME VED. U5F APPROVIED 12'WIDE SELF-SEALING FLASHIN6. CAULK BACK OF DOOR PRAME5 GENERAL NOTES SHEETS BEFORE SETTING. USE DOORS THAT ARE WATER TISHT. FOR FURTHER INFORMATION 26 6A.6.1.FLASHING REQUIRED AS SHOYN IN OTHER DOOR DETAILS TO BE INSTALLED METAL PANS UND(3R BY SHE T METAL CONTRACTOR ALL EXTERIOR DOORS D-3 EXTERIOR. FELT HIRE, LATE FOR BACKIN SHOULD BE INSTALLED A515TANIN6IL INDUSTRY TO SLOPE TO q LINE WIRE,WEN USED AS BACKING TO SUPPORT HATER-RErISTANT BUI�DIN6 PA OR STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE B/1FKItY'SHOULD COVER OR PENEIRA TE FLASHING MATERIAL. PERIPFERAL FLA5HIN5 A{ALL ED6E5 OF DERAILS N WALL OPENM155 MUST COVER WIRE BACKING. R ATE JOB NUMBER: 023-15015 120 116112 THRESHOLD AT SWING-OUT DOOR Q DOOR FLAI5HIN6 A COPYRIGHT (r;za,5 AT SECOND FLOOR DEGK SCALE.5'-1'-0• v SCALE,W=1'0' 4 BASSENIAN UIGONI ARCHITECTS OI 26 BA.6.1.CORROSION- O(U COAT STKGO O/WIRE 1 RESI5TANT WETEP SCREED MESH 0/1'FOAM BOARD AND FLASHING(SEE DECK _ TO WALL OETAIU 5 MCOEXTENTOLOOR�MWEIA FJNT�LLaR O STRLICINS(Sm TURAL PLANS) GS * F ED LANG DECK DRAIN INSTALL PER MFR.RECOMMENDATIONS 3 4 SAME COLORNFRUSH TAPPLICATION O FLASHING APMATERIAL 3 PROVED OELA5TOA8210 FINISH O/PLYWOOD 1 5 U SHEATHING-INSTALL PER MFR. A O FOAM TRIM WHERE OCCURS OVER BY DEX-0-TEX ESR-1-5T 6 2 HEAD BROWN COAT(SEE DOOR TRIM FOAM TRIM DETAIL FOR SIZE AND SHAPE 3 h ti� 13NN3�' to O4 (U COAT STLICCO O/WIRE MESH 0/1-FOAM BOARD FIN.FLR. Z I APPLIED�� O SLIDING DOOR FRA?-e OS WATER-RESISTANT PAPER = E BR"COAT bO SEALANT TYPICAL 4 rArOp�pcR wTM F .m wco0 TrxIM:see ANo (60 MI WTE,GRADE b'MINJ f——— b I RO�RHI ,IAMB DETMLS FOR LOLATIORs OF.SEE.ALMK, SLOPE I I i hfE:AD TRIM (� I °h° 98F ARB NS N w nus 89+A E APPLIED y T WATER-RESISTANT PAPER. O6 OVERFLOW GRAIN I/4'MIN. A 5Lq{E TOP TO DRAIN I APPROVHI FLISNINB DIAL wtRE 1ECSSARY. PER CP.C.BEYOND O 2X BLOCKING HEAD $ I OELASTOI-ERIC DECK 3, TRIM SLIP SHEET PER MFR. — - DOOR FRAME r 1 ATTACH eR,(MIN 12iH WUJFJ JNB STRIPS OF R.rVN11NB T ®; a of o aF Rash aP°Eeum aF FLAslxr�FwsN wn� . -- � tom: E3 JAMBs ex eD ws s R Ps Ir AE0 E E Lan mse of /^m TI!IE,ADER(TOP LF RCUBII OPBLNB). � V 1—TO—IL 41DJp-I FOR � = FLASHING MATERIALS,SEALANT IL AND'PAPER. O LL� 6" aETNL IEVDAIE DEGfc OR,+41N SLIDING DOOR TRIM - ELEV. "A" 9 SLIDING DOOR HEAV 5 cc 1-17 SCALE:5"-P-0" 1 3 FOAM TRIM SCALE:17=v w a EXTERIOR PLASTER SCALE:S'=1'-0" C= ~ OI 26 6A CORRO5IUJ RE595TANT O(I)COAT STUCCO 0/WIRE 6J.6ROIRD 0 RECFJ ME:5FI O/1"FOAM BOARD OZ WATER-WSASTAW PAPM E%Btr OF TRIM PAINT COLOR O FRAMING(SEE o (bo MNRE,6RADE V MIN (PER COLOR SCEMLE) STRUCTN2AL PLANS) O 3 5 TRIM END ORMIIdS TO REGNE B-46TOMERC Fl45H O/PLYWOOD m SAME COLWINISH APPLICATION O MATERIAL FLASHING Q APPLY A CONTINKVS SI—OF� ANT W TiE E— V SIEATNHI6-INSTALL PER Mat BY MATERIAL 1/4" J.RFACES OF—SLJDINB LL�OR FLAMBE,TiBe RACE ¢ DExo-TEx EeR-ITSI cc 6 THE DOOR R?O THE ROIGH ims s WTN PLANeFs E d A O4 FOAM TRIM WHERE CkCCLRS O4 DECK 7RAN11N5-SLOPE I/4':12' J � OVER BROWN COAT(SEE S 4 S 2 I T 0m TE INSTAa:m R-A5111N6 STRIPS. ¢ (SEE STRUGnRAL PLANS) 2 < FOAM TiEIM TRIM DOOR TRIM DETAIL FOR _ SIZE AND SHAPE m O N COAT STUCCO O/HIRE (MIN 2b.PLF) _____ I- MESH o/P FOAM BOARD 1 APPLIED OVER O5 SLIDING DOOR FRAME AFTI3t F Is msA T INSTALL RnN Ie DOOR, HEAD W o' 1• BR%+COAT sR� R.A91IN5 MAT621AL�t�TIE DOOR C p 3 b Ob SEALANT TYPICAL }{E } OT WATER-RESISTANT PAPER Z i PT sLOHE rOP ra DRAIN --- TN�sNol�o raR�,w�,TION A�iu+lia`AwNo C!) FEAD 6 /xorM3z APPRor�MCAeIr:E To W _ 4, TRIM F > iv __-__ DOOR FRAME cc' - Z C3 cc 0 < B JA�— 6 Q REFER TO DETAIL 4/D}I FOR FLASHING MATERIALS,SEALANT AND WATER-RESISTANT PAPM OETAIL* DETAIN RENVATE REVDATE 18 DECK TO NALL 1 TRIM SLIDING DOOR TRIM - ELEV. "BI' 10 SL1D1N6 DOOR JAMB c xxxxx X100a v ELASTRE IL FlWSH SCALE:3'=1'-0' FOAM M SCME:V2'=I'4 EXTEMOR PLANTER SCALE:3'-1'-W V Date:00-00-15 0 THHRr5401D-PRoNADE eIRIMINOM COAnNG ON REVISIONS THRESHOLD rue 5EPARAnON OF Run R /A1\ CONC.(OR PRE%11RE TREATED 5ILL LET IN TO rLhpF A�BLD6.,DEFT. 06IM12016 E,yX�B1T OF TRIM PAINT COLOR SLAB)OR OTHER APPROJ®HEASURE TO STINT ELDG,DEPT. a7/26/2016 (PER COLOR SCHE LE) BOLATEMROTrCT TRIM END SIRFAC.E5 TO REGEVE SAME COLOR/FM5H APPLICATION O CONCFENE SLAB FOAM TRIM5 A O NON-HARDEHINS SEALANT - APPLIED OVER HEAD O CONCRETE STOOP 3/4'FLOORING BROWN COAT TRIM 5O FINI%W FLOORING 3/4' J O6 EXPANSION JOINT - 1 , U A SLOPE TOP TO GRAIN - I I `` A ry < DOOR FRAME - h;ry I 1 � I I. U26A2 O SLIDING DOOR TRIM - ELEV. "G" THRESHOLD AT SLIVER DOOR 3 IA Ty MNS HAHRT TANBOTT°"LF E`�„ THEJP"`,W' 1 LAY wAlBi-RESISTANT PAPHR W HB THE F 119115 FOAM TRIN SCALE 1/2•=1'-0' 11 AT COVERED PATIO SCALE 3'=1'7 7 FLASNN6 5 RIP ADO 8 T E N E DOOR R ANSe R PHofr12S MHSTALL gKOBS/INS COURSES OF WAl82iR55TAM OI ELASTOMIERIC FINISH O/ 3 PLAwYNy,3TRP3M�•4NSLbeo FAswON AHa lAP PLYWOOD SHEATHING- _ OVER THe.w,e aoOR Fl-FNBE. INSTALL PER M1FR.BY vex-o-Tex I�R_nsT ---- - - 1250 CORONA POINTE COURT 0 26 GA.G.I.FLASHING - ZgO--1EAb PAsE+Io-sR R-5Na1D F3R cownm LY SUITE 600 _ Aea.E'caog NtTHLlr.�. CORONA,CA 92879 SESEALANTOS NON-NARDENIN6 - - -"` PH:(951)428-4400 092,MIN. a LASHING - S nn AU a U-� I C WA.-NE55TANI PAIiA rD �D MIINe srzADe fl• AT CANYON WLS PA-M S f U -IN,MNMA1 -U „ 2 NOTES: DETAILS I � LRL.R6121<RT(ND LALLS TOR R.d6111NS OF ALL FXTH210R OPBUN65 Eiff1'Y...♦9 TO 11E WSAI}Ht TO� r MAOE YFATHHwROOF.slNce cxc.DOHS Nor OVrurf PRoc®zRes FOR IJCOR PLASWNB,Tie 1CLI+HI41.E5 NOTE:REFER TO SNOW+HI3�ARE RTZOW-ETD®.ve ATPROVI�I]•woe SeLF-sEALIrG PLAsxNe.cAI.�K BACK of DOOR FRAf£5 BeTTORE SernNB.usE 000RS TNAr ARe WATBT nslHr. GENERAL NOTES SHEETS >6 GA.6.1.FlA5NN6 RPSLIR®AS 9D11I IN 011HZ DOat OEfAILS TO Il6TALL®BY SIffT METAL FOR FURTHER INFORMATION LONIRALTCFL 6"MIN.PLASHI LINE WRE,W@I US®AS'BALKIN6 TO SUPPORT NATBZ#515TAM BUILDING PAPER ta PMT F8l.ATH-A,. FOR S CCO SHOLTD M MGTALL®A--W INDUSTRY STANDARDS AD PRALTILE NO ATTACMENT DEVICE 1YM E WRe OPEN 6 5 aND CON3e HI E RATE PLAS RNG MT6BA PENRE RAL FLAB MN6 D,3-1AT ALL—OF WALL OPEw w5T l.W62 Nk8 NE-A B. DETA L4 REVDATE JOB NUMBER: 023-15015 20 16 12 THRESHOLD AT SLIDING (SLABS DOOR � Q SLIDING DOOR FLASHING � , 1'-0' 4 SpSSE COPY XO CHITECTS O(U GOAT 5TUGCO 0/HIRE OI FRAMIN5(5EE MESH 0/1'FOAM BOARD STRUCTURAL PLANS) O2 FRAMING TU(SEE STRUCRAL O APPROVED FLA5HING PLANS) MATERIAL(12•WIDE), O APPROVED FLA5H MIN.I•BEY ONIN5 MATERIAL EXTEND. ON FLASHING D HEAD O4 SEALANT TYPICAL 1 FLASFiIN6 O3 2Xb ROUGH SAM OS HATER-RESISTANT PAPER(60 MIN. HEAD TRIM GRADE b'MIN)(2-LAYERS OF 60 MIN. O NON-HARDENING - GRADE b'MN.WHERE STX.CO OCGIIRS 2 SEALANT TYPICAL OVER PLYHOOD) O5 HATER-RESISTANT O6 FOAM TRIM VtERE OGCUR,ATTACH PAPER(60 MINJTE, I _ - PER MFR.(SEE 5ARA6E DOOR TRIM _ GRADE b'MINIMIM) FOR SIZE AMID SHAPE) (F- O 26&A.6.1.PLASTER II rMouLv I � _ _ OHEATHER-5TRIPPING 5. 5. 2JAMB RDTRIM SAra FOAM CORBEL µ I I b I / • 3 3 ■ 1) 4 _ REFER TO DETAIL IO/DA �L O �1� FOR FLASHING MATERIALS, - SEALANT,AND WATER- .. RESISTANT PAPER. b 5 3 4 LJ DETAIL* CD t REVDAre HEAD CONDITION 117 &ARA&E DOOR HEAD 113 A SCALE,3 =1'-0 &ABASE DOOR TRIM - ELEV. "A" 1 c EXTERIOR PLASTER SCALE:3'=1'-0' SCALE:5/8'=1'0 ■ cm ~ O(U CHAT 5TUG40 O/WIRE MESH O/1'FOAM BOARD EXTENT OF TRIM PAINT COLOR FOAM TRIM --� O FRAMING(SEE STRUCTURAL 4 6 PER COLOR SCA®I1LE) (MIN.2b.PrF) %_AN5) 2 5 TRIM EIU°JIiffALTS TO RB IEVE APPLIED OVER SAW GOLOWFINI5H APPLICATION DR"GOAT D ' O3 APPROVED FLA51-1I1,16 - A TRIM APTERIAL ,mow J 4 SEALANT TYPICAL——————— EXTERIOR PLASTER �— OWATER-RESISTANT PAPER �. LA, _ (60 MINUTE GRADE D' MI � I In' ✓f� N��OVER PLYWOOD A - MINIMUM WHERE 5TL6C M MIJM)(GRADE 5 3 HEAD TRIM I� OTRIM WHERE ATTACH PER MFR.(SEE SLOPE TOP TO DRAIN -. �._ � 6 OGGU25, ") PETAI I i.l 6RP FOR.i DOORL 4 _.. lLL 1 RL1ER TO DETAIL IO/b.4 B JAMB CONDITION FOR FLASHING MATERIALS, SCALE:3'=I'-0' SEALANT,AND WATER- RE515TAW PAPER. DETAIL* REVDATE 1 p &ABASE DOOR JAMB 14 GARAGE DOOR FLASHING 10 GARAGE DOOR TRIM - ELEV. "B" XXXXX XXXXX O EXTERIOR PLASTER 51-ALE:3•=1'-0' 51-ALE:3•=17 51A E:3/b'=1'-0' Dare: 00-06-15 (D11)COAT 5RICGO O/MIRE 0 FRAMING(SEE MESH 0/I"FOAM BOARD 5TRUCTURAL PLANS) REVISIONS O2 EXTERIOR RASTER 0/ O APPROVED FLASHIN6 SEE PLAN EXTENT OF TRIM PRIM COLOR FOAM TRIM /\ EWANAV METAL LATH MATERIAL(12'WIDE) 1�WM END SLR-ACES To RECEVE COLOR �A IPPL�OVER __..---- AT HEAD - O3 FRAMING � O3 2Xb MIN.JAMBnEADER TRIM SAME LOIDR/FINS4 APPLICATION BROW GOAT I� WNPI A TRIM 5TRVGTURAL P AI S��c�) (FOR DOOR TRACK MOUNTING) _ O4 APPROVED F A51-11N5 O4 SEALANT TYPICAL ' -... MATERIAL 3 OS HEADWATER RESISTANT PAPER OS SEALSEALANTTYPICAL O6 26 6A.6.1.PLASTER HEAD TRIM o Ob WATER RE55TANT(5 ff )-MOULD A TRIM O FOAM TRIM HERE COCK OT WEATHER El AT STRIPPING SLOPE TOP TO DRAIN A - ATTACH PER MFR.(SEE GARAGE DOOR n21M FOR I 3 EXTB210R PLASTER-- - -_-- µ 512E A 5HAP III ID FJ 16 AT RE3- cavmON /x C.F� II II REFER TO DETAIL 15/D31 FOR --- --- 5 2 6 4 FLASHN5 MATERIAL5,5EALAM, AND HATER-RESISTANT PAPER NOTE: A }iEAD CONDITION LAP MESH AT FOAM TOI . BROWN GOAT A MINMRI OF I 6 2 4 5 IIn•. ligRECESSED &ARSE DOOR HEAD 15 &ARA&E DOOR TRIM - ELEV. "G" 3 PardeeHomes AT EXTERIOR RASTER 5GAIE:3'=70 5 SCALE;3/b'=1'-0' � lO(1)COAT SnC60 O/HIRE -- 3 I MESH 0/V FOAM BOARD b 1 II I O2 APPROVED SUITE O D FL,5HIN6 III 1 __ - 1250 CORONA INTE COURT AP O00 WATER RE-515TANT PAPER I a --. - - -- ---- CORONA,CA 92879 F O SEALANT TYPICAL ____. PH'.(951)428-4400 o O FRAMING(SEE � S,RUC,URP.L PLANS) 2 friI Ob FOAM TRIM O/BROWN I GOAT(5EE HRIDOH AURA TRIM DETAIL FOR SIZE T1 I AND SHAPE) AT CANYON HILLS PA-2D I I O DETAILS - - _ a I REFER TO DETAIL15/D31 I - - NOTE:REFER TO FOR FLA5HIN5 MATERIALS, I GENERAL NOTES SHEETS SEALANT,AMID WATER- RE515TANT PAPER. FOR FURTHER INFORMATION NOTE: N LAP MESH AT FOAM a _ L D.3-2 TO EKOUM N GOAT A n JAMB CONDITION DETAIL* REVDAIE z JOB NUMBER: 023-15015 20 RECESSED &ABASE DOOR JAMB 116 RECESSED &ABASE DOOR FLASHING 1121 Q COPYRIGHT ©2015 AT EXTERIOR PLASTER 5CALE:3'=I'-0' AT EXTERIOR PLASTER 5GALE:3'=1'-O' v F BASSENIAN LAGONI ARCHITECTS O/EXTENT OF TRIM PAW COLOR EXIEXTENTOF TRIM PARRS COLOR (1)COAT STUCCO O 2%FR.AMIMI6(SEE STRUCTURAL) 26 26 6A.6.1.PL.ASHINC MR COLOR SLIEDIAEI PER COLOR 5G HM-0 ( O O60 MIN.CRAVE D' O 26 C.A.0.1.J•MOULD TRIM Bb`JRFALE+TO TRIM Bb 1LRFALE5 TO WIRE tIyEso O/11 BUILDING PAPER I RECEIVE SAME COLORUFINISH I HEAD RECEIVE SAME COLONLPINBN I �Ap FOAM BOARD O O SMOOTH HARDIE PANEL D.4 APPLICATION D.4 A TRIM 1 APPLICATION b.4 A TRIM O WATER RESISTANT PAPER ALING B SELF SE ,SELF ADHERING BITUMINOUS MEMBRANE (D 5/4 x 2 1/2-HARDIE , O3 FRAMING(SEE EPShI O APPLIED O/SOLID BALKING TRIM ON EDGE J L I, STRUCTURAL PLAN) �"' O4 ZX BALKING(SEE 10 5/4•S I/2'NARDIG TRIM I' FOAM TRAM ��ff'T'r FOAM TRIM-.-. - O TRIM-WHERE OCCURS PER PLAN J\� v/6\(MN.2b.PON MN 2b.PGF) ' STRUCTURAL) OVER IX BACKING APPLIED 5. HEAD TRIM APPLIED OVER of r FOAM BOARD (1)COAT 9TK40 O/WIRE II 5/4 x 2 1/2'HARDIE TRIM / EROWL GOAT A�� N araWl coAr (SEE WIrDOY1 TRIM _-- �q��HEAD TRIM DETAIL FOR SIZE AND MESH O/V FOAM BOARD V SHAPE) " IZ 5/4 x T I/2'NARDIE TRIM SLOPE TOP TO DRAIN OVER IX BALKING O EXTERIOR PLASTERg• SOFFIT LATH EXPANDED N B 2 TJAME)RIM � rF 3 7 T s 3 kl�t� SEE PLAN B J�'a`MB TRIM B I SEE PLAN b D.4 5ff PLAN I S q 3 IN II I all C#41> 4 DA IO 9 c 1 FIN FLR FIN (w�11 11 6 6 4 5 2 REVDATE FLAT SOFFIT TRIM 113 FLAT SOFFIT TRIM 9 FLAT SOFFIT TRIM FLAT SOFFIT SCALE 5- -0 1 � y SCALE:Sro'=ra SCALE:3ro•=ra SCHE:Sro•=ro• AT E>CrERIOR PLASTER o j O I EXTERIOR 51DIN6, __ EXTENT � ~ 11171�I�IW INSTALL PER MR (PER 0 OF TRIM PNM COLOR (PER C OF TRIM PNNr COLOR OI (U GOAT H Ol V O/ - B - TRIM BID SU�ACE5 TO FFc" 2 I• 6. TRIM COLOR Sc�u� FOAHIRM r130 of I• PER PLAN >r DIM CZ ORA9 �rD RFLEVE 2 FOAM BOARD PRUNING AL SAE CaaRFRisx ApPLIUT1oN D.4�T7 SnME caaRiFlNls11 APPLICATION D.4 a� W 7i STRUGTIRN_PLANS) 2 O WATER RESISTANT PAPER O(2)LAYERS 60 MINUTE CRAVE _...y__.. g _ FOAM TTaM 1 __ _ O FRAMING(SEE D'BUILDING PAPER q APPLIED 0C'TR STRUCTURAL PLANS) 5 Q O4SELF SEALINI6,SELF A O ADHERING BITUMINOUS I _ ERow+conr TRIM SURROUND 4 o I'FOAM BOARD 2 ■ - METHRANVE APPLIED FOAM TRIM (SEE WINDOW TRIM OVER SOLID BACKING 4 (NN 2b.PCP) R'IG+ DETAIL FOR SIZE AND 2 O 5 S/4 X T 1/4'HARDIE TRIM, b G APPLIED OVER w•M SHAM Lu G INsrA,LL PER MFR. I HEAD TRIM BRONI conT Qs EXTERIOR PLASTER O 1 6 _ bO HARD)SOFFIT 5 j _ A SLOPE TOP TO DRAIN �Q I�TAL LATH L SOFFIT O/EXPANDED 11 / ., 4 D O(o COAT MESH O/I•FOAM 0/HIRE HRD n �1 Ob LADDER BLOCKING r - �-• ,,,_ m 7 6 T 2= IH r D IT p3 _ Q 26&A.6.1.J-MOULD 4 al TIM B O 1/2']EXTERPLYWOOD OR GRADE I I 0 LAJ FIN.FUR. \♦ 9O 26 6A.CORROSION RESISTANT METAL FLASHINGcc SEE 3 3 D.4 NRvlt1 D.4 w I ' �IIIIIIII °`A" SEE P`A" �� crc FIN FM _ all: A SECTION B ELEVATION Q- - 4 2 5 �� REVDATE COLUMN DETAIL SGALE:1-1'-0 ED 1 CANTILEVER SOFFIT 1I2 1'-0• 14 ARCHED SOFFIT TRIM - ELEV. "C" ♦0 ARCHED SOFFIT TRIM - ELEV. "A" c ARCHED SOFFIT x,,�:3'-1'-0' 2 XXXXXXXXXX 1 V Date: 00-00-15 lO CEMlNTTIOUS SIDING IO(U COAT STUCCO O/WIRE 5 OI (I)GOAT STUCCO O/ 2 Q 6o MINUTE CRAVE fl' MESH o/P FOAM BOARD 0.4 REVISIONS PAPER O(2)LAYERS of WATER I M FOAM MESH D 1• -- 1 D.4 DJ4 FOAM BOARD O__ FM515TAW PAPER(60 �_ O WATER FIE515TANT PAPER 4 ADHERING INS,SIT$MY MINUTE CRAVE b'MINI) Z H'\OD FINISH - __ _ FOAM TRIM / -� \ \ O FRAMING(SEE MEMBRANE APPLIED I S�PLAN S II O FRAMING(SEE S T STRUCTURAL F'LA15) OVER SOLID 5ALKING STRUCTURAL PLANT O4 2X BALKING OR 2 O4 0)COAT STUCCO SOFFIT �_ �PLAN 6 I I O 0/11'FOAM BOARD PLYWOOD BACKIMG o/EXPANDED METAL LATH O5--Mir. I I (SEEDETAIL WINDOW TRIM 4 0/I'FOAM BOARD II p-4 I I DETAIL FOR SIZE AND SO 5/4X HARDIE TRIM O/IX r - - II -- BALKING(SEE SOFFIT DETAIL I O WFERE OCCURS ii I I � FOR SHAPE AND SIZE) FOAM TRIM APPLIED S I O/BROYN COAT II bO 26 CA.0.1.FLASNIMI6 b WrOiE OUAUL>- L_ __---_ PER PLAN L>>>u I I - 2 3 ONIARDISOFFIT' IC I I q 6 SNAP®FOAM CORBEL �- ----_ O(1)COAT STUCCO O/EXPANDED METAL LATH o/P FOAM BOARD QNON-HARVENING SEALANT s I I I 0 V FOAM BOARD II CORROSION RESISTANT 6 4 I I I 1I I J-MOULD a B 2 T 10 D.4 L FIN.FUR. ♦ / J DETALS REVDAT'. FLAT SOFFIT 19 CANTILEVERED SOFFIT 15 FLAT SOFFIT TRIM 11 FLAT SOFFIT TRIM - ELEV. "5" 7 SOFFIT JAMB AT EXTERIOR SIDING SCALE.1 V2'.1'a AT 0)COAT STUCCO SCALE:1 in,•I'-0' AT EXTERIOR PLAST3R SCALE: I'-0' SCALE:3ro'=I'a AT EXTERIOR PLASTER SCALE:S.=I'-0' PardeeHomes EXTENT OF OI (1)COAT STUCCO O/WIRE (PER COLOR TRIM SGS� OR (D BRICK VENEER. 2 MESH O/r FOAM BOARD TRIM END 5URFALE5 TO a A rEAD INSTALL PER MFR. O2 (2)LAYERS OF HATER 1 RECEIVE SME WLOR)HNrH ITIEA12 D.4 TRIM 2 WATER RESISTANT PAPER RESISTANT PAPER(60 AL��TION D.4 TRIM 1250 CORONA POINTE COURT �_ MINUTE GRADE V'MINIJ 2 Y HOOD FINISH O FRAMING(cam SUITE 600 OFRAMING(SEE -- - -_ J FOAM TRIM sTla)cTURnL FTJ t5) - _ CORONA,CA 92879 STRUCTURAL PLAN) s FOAM TRIM 1 vs•x 2• 428-4400 I I ( ) PH:951 1- O(I)COAT 5T1C,G0 SOFFIT IMBL 2b.NSF) GHQ TRIM I I g of EXPANDED METAL LATH 5ff PLAN ^HEAD TRIM BROWN�� 5/4 X T W O/1'FOAM BOARD SLOPED TOp rO pRNN NARDE TRIM sO SHAPED FOAM AURA I I FOAM LaReE1 HEAD TRIM I I 7 AT CANYON HILLS PA-20 I I B ry R4' JAI$ JAB TRIM2 DETAILS I I I sff PLAN i i PLAN NOTE:REFER TO SEE 2• b• s - - -_- j I GENERAL NOTES SHEETS a 5 pq I I FOR FURTHER INFORMATION _ I I OI F FLR B! I I NOTE. D.4 LAP MESH AT FOAMH-4DA MI IMUM O GOAT A ♦��/ MINIMUM OF I I/2'. DETAIL-MAT RLYDAIE = 120 23-15015 CANTILEVERED SOFFIT 1 c FLAT SOFFIT TRIM 1 FLAT SOFFIT TRIM - ELEV. 11B" Q SOFFIT JAMB JOB COPYRIGHT OP NUMBER: (g)2015 AT(1)COAT STUCCO SCALE:I D2••1,-o' �J SCALE:3/6•=I'a SGN.E:"=I'a p 1 AT ADHERED THIN BRICK VENEER SCALE.5'=1'-0' BASSENIAN LAGONI ARCHITECTS O(U COAT 5TUGCO O/WIRE O FINISH GRADE O BALUSTERS, O APPROVED MESH 0/1•FOAM BOARD AT WN KINHS SMACES D15HKA51ER AIR SPECIAL �lENTI NC FOR ISLAND FIXTURES O H)COAT STUCCO O/ 2 51W.L BE DE5IGNED R SPACED 5LCH CAP TRAPS FOR 15LAND SINKS AND 51MILAR THE RETURN BEND USED UNDER THE DRAIN HIRE MEESH O PAPER MINIMUM GRAVE b FOAM BOARD/I THATIROIEN All'NRY�POINT LAINOT PASS 7 O DRAIN BOARD EQUIPMENT SHALL BE ROUGHED IN ABOVE BOARD SHALL TE ONE PIECE FITTING,OR 4 y/THE FLOO " O FOAM TRIM OVER 2 O 26 6A.CORROSION 4 AT STAIRSO VERTICAL FIXTURE EX7141DING'R THE VENT AS HIAAND MAY BE 9 BY ~IDLY AT A 4g DEGREE,A 90 UGC CD gSKI E% g ' 2 POSSIBLE,BUT NOT LESS THAN DRAIN ORDER NAMED. PIPE���SIZEII'�6 SHALL BE AS BROWN COAT RESISTANT J-MOULD SHALL Be DF516N®R SEAL D SUCH S Q SLOPE TOP TO DRAIN THAT A 4 3/H•DIAL SHERE GANHOf O VERTICAL FIXTURE BOARD HEIGHT. THE VENT IS THEN ELSEWiERE REQUIRED IN THE CODE. b O PRESSURE TREATED g PASS TIFCII6HI AT ANY POINT RETTIIRNED DOWObRARD AND CONNECTED 2 Sn OSELF SEALING,SELF I DOUSLA5 FIR SILL O FLOOR TO THE HORIZONTAL SINK DRAIN SPECIAL VENTING FOR ISLAND FIXTURES IS o`u ADHERING BIM-11NQ15 7 PLATE O2 COW IX WOOD CAP IMMMIATELY DOWNSTREAM FROM THE A METHOD FOR VENTING A FIXTURE IN AN G MEMBRANE APPLIED O VENT THROUGH ROOF VERTICAL FIXTURE DRAIN. 15OLATED LOCATION WHERE VENT PIPES `�a tiJ:71vtJ�H OVER SOLID BACKING. 5 WEATHER-RE515TANT 3 3 2X E ILT IF CU1RB OR CONNECT TO INSTALLED AS NORMALLY REQUIRED IN O PAPER(MIN.60 MIMITE O OTHER VENTS THE RETURNED VENT SHALL BE THE CODE P40 ULD NOT BE PRACTICAL. O TINS PER MrR. 4 R 5IPIN&, GRADE b'PAPER ° O 2X SILL PLATE O NEAREST PARTITION II THROUGH A WYE BRANCH FI TING,(SEEDRA'B) THE SPECIFIC METHOD FOR DEVELOPING O CONT."ROPE'CAULKING ° O INTERIOR FINISH AND SHALL IN ADDITION BE PROVIDED THIS METHOD WAS CLOSELY DETAILED O26 GA.J-MCIULD. 3 O FOOT VENT WITH MIN. WITH A FOOT VENT TAKEN OFF THE AND EXPLAINED BECAUSE TOO OFTEN O INSPEGTOR5 ALLOW 26 6A.G.I.FLASHING O WHERE OCCURS z i i °• a CowReM SLAB6 O PLYWaoo SIB-BOOR OR TREND I/4"PER FOOT CRADE 4 6 TURE VENT By �TIL BRAWN PI NO IIMMEDIATELY BELOW INCOMPLETE AT A PLUMBERS ISSLAND VENTING TO BE HANDRAIL,PER CRL.R311.7.72 O HORIZONTAL DRAIN THE FLOOR. THIS FOOT VENT EXTENDS TO INSTALLED. THE INSTALLATION OF THE THE NEAREST PARTITION AND THE REQUIRED FOOT VENT WITH ITS DISHWASHER 10 5 3 H 5 7 7HRQIGH THE ROOF TO THE OPEN AIR,OR TERMINATION ABOVE THE ROOF OR ° TS I 11 GLEAN-OUT A\ MAY IN CONNECTED TO OTHER VENT' AT IS INSEPARABLE TO THEPROPERLY CONNECTED TO OTHER COMPLETED FLOO 1 . OD NOT RIM THAN 6"ABOVE THE E DDLEVEL RIM OF THE FIXTURE SYSTEM.SERVEC. o 2 ND7E, I SHALL BE USED WEEP SCREED TO BE NO FIXTURES UPSTREAM ALL DRAINAGEPA FO I�VENT�10W THE Q uD INSTALLED PER I.R.G. n° FLOOR LINE. THIS INCLUDES FITTINGS O �' R1036.2.1 ��— 11 NOTED A5 A,B,AND C. THE FOOT VENT QQ W ry' SHALL MAINTAIN A MIN.SLOPE AT INCH A B _ FOR 51R1L7URAL A77AGP87T a PER FOOD BACK 70 THE DRAIN. DEVDAT 6'�'S DETAIL' PLEASE SEE DETAIL 4563 M 71E A,B,AND G ARE NYE BRANCH FITTINGS 9 IEYDATU IWVDAre STRUCTURAL ORMNHS5. BELLYBAND - ELEV. "15 MOO SCREED AT CONrRMTE SLAB 13 SPECIAL VENTING AT ISLAND SINKS � cc � AT EXTERIOR PLASTER/SIDING SCALE 1 In"=1'-0' 117 AT EXTERIOR PLASTER SCALE.3-=1'-0' 2 'w SCALE In"-1'-0" � rn V ~ 0 EXTERIOR PLASTER NTH OI FINISH GRADE 3 O PLYWOOD SUBFLOOR 0 30"SQUARE MIN. 2M SMOOTH TROWEL FINISH ATTIC ACCESS OR SLOPE I',12'EACH HAY O ADVISM ER INSTALL T BRICK 2 O 3/4"PLYWOOD TREADS PEA U.M.G.904.11 O HALTER RESISTANT PAPER O O HOE d& r M"MM 60~NNE GRADE D') H 5 6 I 2 10"MIN.(U.NAJ PLYWOOD PASSAGEWAY- 3 13/4'X II-IA'VSL 2 5/H'GDX X 24 MIN. O 26 6A.CORROSION 4 STRINGERS (MIN.3) RESISTANT WEEP SCREED 20'-0'MAX TRAVEL O FRAMISTONG (S PLAJ!) O FRESSIIRE TREATED 4 4 O 3/4"PLYWOOD R15ER5 015TANGE 2 3 4 � Q I I O •E%i1�lOR ———— DOUGLAS PIR SILL PLATE O DEL.JOIST OR BLOCKING �( O LIGHTING FIXTURE GRADE PLYIOOD r——T —, O WATER-RESISTANT S O METAL HANGER ( LOCATED BY ATTIC I CONTRd1®BY SWITCH \ U I I PAPER(MIN.60 MINUTE O3 FOAM TRIM(2b.PCF)APPLIED GRADE V'PAPER 2 ACCESS N j� I I S 6 O FAD.SHALL BE L15TED FOR OVER BROW"COAT (SLOPE 70p) I I O CONT."ROPE"CAULKING INSTALLATION IN ATTICS AND 0 ON COMBUSTIBLE FLOORING- ?� OSFJF SEA LIHS,SELF ADIBRINC O CONCRETE SLAB, " 4 5 CLEARANCES SHALL BE AS = w BITUMINOUS MEfERAI(E APPLIED SHE PLAN WHERE OCCURS IS' SPECIFIED IN THE LISTING Z OVER O 0)GOAT STUCCO O/WIRE O 1-FOAM BOARD 7 zi I '`Q 6 NOSING 6 O CIO VOLT F1ECIAIGAL OUTLET y w WISH O/I•FOAM BOARD GUARD AND HANDRAILS SHALL O S/H'COX PLYWOOD LEVEL '� �• Ix r O EXTENT OF TRIM PAINT.COLOR O V n ° BE DESIGNED TO PZ515T LOADS WORKING PLATFORM A5 DESCRIBED IN I.R.C.R301.5 g s� (MIRE LENGTH OF UNIT 11 b O SURFALfS TO RECEIVE SAFE ° IPBR COLOR 5GN®UF)TRIM END HANDRAILS SHALL EE k cc c V GOLOR/FINISH AFFIRMATION 7 OGG INEUQ151�FULL LENGTHTHE STA �'� O 2 NOTE, I.RL.R311.7.1.2 3 W!£P ECREED TO BEFE 3 INSTALLED PER I.RL. _ a R703b 2.1 DETAIL4 DETAIL~ DETAIL- DETAIL« REVDATE "EEO-1M/V2_12D REVDATE REVDATE REVDATE EXTERIOR WALL GAP 118 WEEP SCREEDAT CONCRETE SLAB 14 RAILING DETAIL O STRINGER AT HEADER c HORIZONTAL F.A.U. xxmxxm AT EXTERIOR DUSTER NTH FOAM 7MM SCALE,11/2'•P-0" AT ADHERED THIN-GET BRICK VENEER SCALE luw�DOWss va RA S®uRB SLA E,3=1'0 w1TH 1 va'm1N6 SCALE 1 1n =P-v V Arr1c 1NsrALLATON SCALE,1 •1'0 Date:00-00-16 (D A)COAT 5TXXO O/HIRE 0 FIN15H GRADE O 2X PRAMINS O 3/4"PLYWOOD RISERS O ROOF CAP W/ ' REVISIONS M£5H O/I'FOAM BOARD YAM BACK DRAFT DAMPER O6 5 4 O 0)COAT STUCCO O/WIRE 2 O RETRN RAILS TO S AT EACH O 3/4"PLYWOOD TREADS 10•MIN.(U.NAJ 2 BLDG 12EPT.. 06/25/2016 FRAMING F£SFI O/1'FOAM BOARD ENO OF CO MINIM RAIL 1&TO 2• NR'MIN. 2 O ROOF LINE (SHE STRUCTURAL PLAS) SLOPE,I/4"HZ' O 1 3/4'X 11 l/a'V5L BLOB,DEFT. 07/26/2016 OWATER RESISTANT PAPER 226&A.A O RO51I D NO 4 O3 HRAIL PER I.RL.R311.1.T3 STRINGERS(MIN.3) O3 2Xb FRAMING (60 MINUTE GRADE D'NNJ 10 4 D O METAL EIRAGICET, 9�T PER O COW.2X PLATE x< 1 O FLEXIBLE CONNECTION FROM PRESSURE TREATE LiLRALRRAL DRANN6 OEXTERIOR GRADE PLYWOOD Y- O DOUSLA5 FIR SILL O DEL.JOIST OR BLOCKING I __ OE5R-NTSMERIII PLHrH BY YYYIOO 51EMHIN6. 1 S H 7O(2)LAYERS of 5 O(SHE SSTTRKTURAL DETAIL'S)�' T I �' 2 O 6.1 REVERSE TES--WYE INSTALL PER M FR L WATER-RES45TANT INTERIOR FINISH _PAPER(MIN.60 MINUTEC ACCESS NDOOR6�REVER5ESLIPSHffT AS REM UIRED BY GRADE b'PAPER 1ELASTOMBRIL MA O CANT,•ROPE'CAULKING N1051N6 4 - ^ TEE-WYE 3 O26 6A&I.FLASHING 2 g 3 1 — O CONCRETE SLAB, a b O SELF SEALING,5ELF ADHERING WHERE OCCURS ?. &TUMINOIUS MEMBRANE APPLIED " 4 OVEA SOLID BACKINb O IX SLEEPER ° 5 8 OFOAM TRIM O/BROWN COAT I M1 " a E$OCL RS) " O 3 jTl GUARD ANDToRE1HANDRAILS SHALL 5 10 INVERTED J-H101ND 7 BE DESIGNED TO RESIST LOADS 5 6 A5 DESCRIBED IN I.RL.R301.5 FWod WE3_E SCREED TO BE ° HANDRAILS SHALL BE 6 INSTALLED PER I.R.G. " CONTINUOUS THE ROLL LENGTH R103b2.1 ALL COMPONENTS AMID INSTALLATIONS RG R'rll.l:l'.2S SHALL COMPLY WITH REQUIREMENTS OF 4 l U.ML.5043 DETAILS DETAIL' FefVAN DETNV REVDATE REVDAre REVDATE REVDATE DECK FED6E SCALE,11n'=P-0' 1 g STEM WALL AT COVERED PATIO SGA E 3 • -0 15 HANDRAIL DETAIL SLNE 3-=I-0 ♦ STRINGER AT LANDING WITH 1 1/4'NOSING SCALE 11n •1'-0" 7 DRYER VENT THRU ROOFAT ELASTOMERIC SGALE,I- O a7/� PardeeHOmes O METAL MOUNTING FLANGE OI 1"50.W.I.SHAPED RAILING GAP EXTENT OF TRIM PAINT COLOR O SELF SEALING,SELF A1 (D3/4'PLYWOOD RISERS 0 IX MVP LAP WU EASED (PER COLOR SCHEDULE) ADHERIN6 BITUMINOUS E06B O2 0)COAT STUCCO O/WIRE 2 In 50.W.I.BALUSTERS AT TRIM END SURFACES TO REGEIVE MEMBRANE APPLIED 2 3/4'PLYWOOD TREADS _ MESHH 0/1'FOAM BOARD O 4"OL.WELDED TO TOP 18 SAME COLOR/FINISH APPLICATION OVER SOLID BACKING 4 O O DOLBLE 2X4 Pure i '" --- 1250 CORONA POINTE COURT S (2J LAYEBRS GRADE b'PAPER AND BOTTOM RAILS O 13/4'X II lAT"V5L O DS O FRAMING(SEE STRINGERS(MIN.3) O 2x FRAMING ON 16'aL. SUITE 600 O I'SQ.W.I.BOTTOM RAIL 7 5 CORONA,CA 92879 2 4 STRUCTURAL PLANS) 10"MIN.IU.N.QJ 4O 3F-LF SEALING,9E1P ADHERING D5 O 2X4 P.TAF.THRUST PLATE 2 1n•GYPS~BOARD - PH:(951)428-4400 o BITUMINOUS VrR SOLID B'�AC'�KI�APPLIED 3 O4 DECORATIVE WI.KNUCKLE /20 O TRIM 5 11X•HARDIE BALKING, H (`SEE STRUGT.DWS J OS In'COVE MLULD .. INSTALL PER MFR. I 6 '0 O DBL.2XIO BLOCKING BASE BOARD 3 ..... 2 I 1 O W COAT STUCCO O/WIRE 6 I ��a I 3 In"LAG SCREW, I ` MESH O/1"FOAM BOARD I _ O CAULK THREADS BEFORE I S FOAM TRIM SECURING.PRE-DRILL (HIN.2b.PCF) O EXTERIOR SIDING I 2 v f AMID CAULK LAG HOLES. I __ I BROWN�� g, SEE ELEVATION Y AT CANYON HILLS M-2D OMETAL SLEEVE AT EXTERIOR _ ___ O NON-HARDENINK 2 I a,y Pi-ASTER LDNDITIONHS,CAULK _ 1 1��f pp SE,�,NT TYPICAL DETAILS BEFORE SECURING b I I O IL I NOSING 4 �' 4 O WATER-RESISTANT PAPER(60 MINIM, -I 1 f GRADE b'MININ1IM) I H . ... NOTE:REFER TO 26&A 611411O1LD a 1' In GENERAL NOTES SHEETS NOTE, c O I'FOAM BOARD "° .. °4 6 FOR FURTHER INFORMATION -ALL METAL COMPONENT5 TO BE 3 I TRIM GALVANIZED OR 0T7•MKW COATED A SLOPE TO DRAIN 3 6 9 5 l TO INHIBIT CORROSION. ,F I/4" -NaM,CAULK AND SEAL ALL LAS GUARDS AMIDHANDRAILS SHALL BOLT PENETRATIONS. BE DE516FED TO RESIST LOADS1 Dm5 _ A5 DES(, IN CJ3L.1601.1.1 3 IDL.A REVDATE IEVDATE w JOB NUMBER: 029-15015 METAL FLANGE AT WALL 120 DECK RAILING ♦c CORNER TRIM ♦e� STRINGER AT FLOOR Q PONY WALL WITH WOOD CAP A COPYRIGHT ©2015 5CAI2,S'-Ib' AT EXTERIOR PLASTER SCALE,3/4"=I'-0' 1 V AT EXTERIOR SIDING SCALE,3"=1'-O" 1 G WITH I I/4'NOSING SCALE,I In•-P-O" U SLNF I In'=I'-0' �F BASSENIAN LAGONI ARCHITECTS GENERAL REQUIREMENTS 4. Grout shall comply with Article 2.2&2sB of TMS 602-11/ACI 530.1.11/ASCE 6-11 and shall attain a 4, Min.Concrete Width to be 8"for receiving PA,HPA&STHVs.Verify locations of holdowas and GENERAL REQUIREMENTS STRUCTURAL WOOD FRAMING minimum compression strength at 28 days of 2000 psi or the required compression,fan,whichever Is SHEETINDEX realer.The compressive strength of rout shall be determined In accordance with ASTM C-1019. anchor bolls with rough framing to assure accurate Installation, at 1. Work performed shell comply with the following: 9. All framing,bracing,nailing,notching,drilling or boring shall be in accordance with Building Code g P g g 5. Provide#3 X 24"dowel at 24'o.c.and 12"from the comer et all Concrete stoops and porches. G NAILING SCHEDULE unless more stringent requirements are specified or required by the local Jurisdiction. 5. Concrete masonry units shall conform to ASTM Cg0 for load bearing Concrete masonry units. 2. These General Requirements unless otherwise noted on plans or specifications. 8. Provitle min.(1)#4 reinforcing for electrical ground,location to be verified with the electrical 10.Fabrtcetlon and handling of Glue-lam beams shell be per ANSI/AITC A 190.1.Standard beams to Concrete brick shall Conform to ASTM C55,Specifications for Concrete Building Brick. contractor. SN-1 -General Notes&Requirements. 3. Building Code-CBC 2013 CONNECTION NAILING bear legible APA-ENS or AITC grade stamp.An APA-EWS CRAN AITC Certificate of Conformance for glued-laminated members should be submitted to the field Inspector prior to installation and 6. Grade N concrete bricks are for use as architectural veneer and facing,limited to in exterior wells. 7. Verify min.foundation depth,width,reinforcing steel and additional expansive soil requirements with S•1.1 -Foundation Plan IA,1B&1C GO MS All applicable local,State and Federal Codes,Ordinances,Lam,regulations and Protective 1.JOIST TO SILL OR GIRDER,TOENAIL...........................................................................................3.8d Glue-lam members shall be 24F-V4,DF/DF with standard camber on roof beams except cantilever valid soils report and if more stringent,they shall supersede the above minimum requirements.See _Y MS 7. Grade S Concrete bricks are for general use where moderate strength and resistance to frost action note#7 untler reinforced Concrete for Concrete strength. S-1.2 Framing Plan 1A&O t Covenants governing the site of work. 2.BRIDGING TO JOIST,TOENAIL EACH END.................................................................................2-Bit antl(U.N.O.).All cantilever ends and floor beams shall have zero camber u.n.o.All beams shell be g !P g - 9 P. „(,,.,,•; .': fabricated using waterproof glue. and moisture penetration Is required. m,rr1*vsSy"" 5. Standard Specifications of ASTM as nutetl herein and as required by the Building Code. 3.1"X 6"3UBFLOOR OR LESS TO EACH JOIST,FACE NAIL.AIL..................................................2-Stl 8. Admixtures In Concrete mix.Containing calcium chlorides shell not be used. $-1.3 -Partial Framing Plan 18&IC 4 WIDER THAN 1"X 8'3U8FLOOR TO EACH JOIST,FACE NAIL.................................................36d 11.Fasteners in Contact with preservative treated lumber and Are retardant treated wood shall be of STRENGTH 4400 Cam us Drive 6. All work needs to be performed by qualified and experienced Contractors familiar with this type of Exception: hot-dipped zinc-coated galvanized steel,stainless steel,silicon bronze or copper. 9. Inspection shall be cexamined o and certified in writing by the project soldgeology engineer prior to t S.2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL.................................................2-18tl Exception:Plain carbon steel fasteners In sDx/dot and zinc borate preservative-treated wood in an Inspection and placement ut concrete. 5-2.1 -Foundedon Plan 2 8 Opt. pro8. a specified Compressive strength of masonry,Pm,shell be 1500 psi,unless noted otherwise. Newport Beach 6.SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL....................................16d(BOX)AT 18"O.C. Interior,dry environment shall be permitted. 10.Concrete shall be to the strengthS-2.2 -Framing Plan 2A&O 7. In was of Conflict,the more stringent requirement shell govern. SOLE PLATE TO JOIST,AT BRACED WALL PANEL.......................................(3)l6d(BOX)PER 16" 12.Stud walls end slump as specified per structural design,and consist of g �� (;A 92660 perpendicular to Concrete at masonry wall shall be bolted to the concrete or masonry SPECIAL INSPECTION Portland cemem ASTM C-150 Type V per soils engineer's recommentlatlons and Building Code 8. On site verification of all dimensions and conditions shell be there 7.TOP PLATE TO STUD,END NAIL.................................................................................................2-16tl well with 5I8"diameter x 8"A307 bolts at top,mid-height and bottom. 3-2.3 -Partial Framing Plan 28 8 2C responsibility drile contractor and 9. Special Inspection Section 1904.3(ACI 318 section 4.3)when exposed to sulfate containing solutions.Aggregates shall Sub-comrectors.Noted dimensions take recetlence over scale of drawings. 8.STUD TO SOLE PLATE...........................................................................................4-Bit,TOENAIL OR 13.Structural Information shown an framing plans la for the main structural elements.Non-structural P pe on for concrete masonry construction shall De cerrietl out in accordance with Building p 9 be per ASTM C-33.Water to be clean and potable. 2X SOLE:2-1fXf elements shell be constructed per approved code requirements. Code Section 1704 and requirements In Special Inspection tables on sheet SN-1.Masonry 3.9.1 -Foundedon Plan 3 Newport Beach 9. Engineer or architect of record Is to be notified immediately by the Contractor should any question compressive strength,Pm shall be verified by Unit strength method or Prism test method prior to and 11.Placement shall be in one continuous operation unless otherwise specified Slab surface shall be arise or any discrepancy be found pertaining to the working drawings and/or spedfications. SX SOLE:2-20d(BOX) 14.Conventional light framed Construction requirements of chapter 23 should be followed as required. during Construction as described in Building Code,Section 2105. cured with'Hunts'compound or equal or cured with other methods In accordance With good 5.3.2 -Framing Plan 3A 8 3C tee 949.752.1612 10.No devlatlons from these requirements and structural details shell be made without the written 9•DOUBLE STUDS,FACE NAIL............................................................................led(BOX)AT 24"O.C. 15.Weight of the roof the Is Considered to be 10 pla max.(total roof dead toad of 19 s.If roofing Construction practice at contractors option. -Framing Plan 3B&Opt. faX 949.752.5321 qP F) 9 Pt S-3.3 21horapproval of Gouvis Engineering Consulting Group.Approval by the inspector does not Constitute 10.DOUBLED TOP PLATES,FACE NAIL................................................................led(BOX)AT 16'O.C. material exceeds this load,the framing contractor should notify Gouvis Engineering Consulting Group REINFORCED CONCRETE 12.Contractor shall dampen slab underayment of send/membrane just prior to concrete placement to i to deviate from lens or DOUBLE TOP PLATES,LAP SPLIC..............................................................................................8-16d in writing prior to Construction. ty, p specifications. assist uniform concrete curing.Slabs must not be poured during o immediately concrete after rainstorms.The SN-2 -Structural Details 8 Notes. Palm Springs 11.BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE,TOENAIL...................................... ........................... specified sand over visqueen Should not be saturated at the time of the concrete pour.Any free •••..a..0Bit 18.To laces of all wood stud walls to Consist of 2 2x's the same width as the stutls U.N.O.To lates GENERAL 11.The design,adequacy,and safety,d erection bracing,shoring,temporary supports,etc.,is the sole 12.RIM JOIST TO TOP PLATE,TOE NAIL.............................................................................Btl AT 8"O.C. P P () P P" 1. All reinforced concrete materials and construction shell Conform to BuildingCoda,chapter 19. water trapped in the sand layer must be removed prior to the Concrete our. SN-3 -Structural Details&Notes. tel 7(10.323.5090 shell lap a minimum of 48 and be spliced With nut less than 6-16d nails spaced not more than 12 D.C. p P responsibility of the contractor,and has not been considered by the erohltect or engineer.The 13.TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL............................................................2-18d MATERIALS 13.The bottoms of footing excavations shall be level,clean and free ut loose materiel or water when ,Con s responsible or e s f o e structure application SD-1 -Structural Foundation Details re prior to the pp canon of all sheer walls,roof 14.CONTINUOUS HEADER,TWO PIECES.................................................................18tl AT 18'O.C. 17.All shear panels shell have Continuous sheathing materiel from one antl to the other and from pieta 2 Concrete Is placed.Over excavation shall be filled with concrete or properly compacted flll that has and floor diaphragms,and finish materials.The contractor shall provide the necessary bracing ro ALONG EACH EDGE to plate as specified on the drawings.Contractor shall coordinate framing such that Continuity of Cement shell conform to Section were of based. rig Code end shell correspond to that on which the been tested and approved b the soils engineer.Backfill shall not be laced until supporting PP Y 8 P PPo g SD-2 -Structural Details&Notes. prove a stability prior tothe application of the aforementioned the ss materiels.Observation visits to the site shear panels is assured. selection of concrete proportions were based. foundations,wells and slab have attained sufficient strength to support lateral soil pressure.b the architect or structural en Ineer shall not im I the easum on of en res 15.CEILING JOISTS TO PLATE,TOENAIL...........................................................................................3-Bit SD-3 -Structural Details. Y g P Y MW y ponsiDility in this 3. Concrete aggregates shall conform to Building Code Section 1903. regard. 16.CONTINUOUS HEADER TO STUD,TOENAIL...............................................................................4-Btl 18.All ledgers shall be spliced with 5T22 strap,unless noted otherwise. 14.Concrete placement shell be monolithic In one continuous operation uniformly placed and must be N tJ 19.All shear transfer nailing p g p P 4. Portland cement shall be Type I or II conforming to ASTM C150.For Concrete in Contact with soil SD-4 •Structural Details. A, )"AF F•7. 17.CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL...........................................................318tl g shall be per drawings,end Contractor shall provide proper notification for vibrated and well Consolidated unless shown otherwise on plans.Dual pour is defined by ACI as to ,��. L,•3,T+y The builder has requested,Contracted with and Is Compensating Gowis Engineering Consulting Inspections to review the same. containing sulfate Soa z 0.1%by weight use Type II cement,containing sulfate SO4 a 0.2%by weight q P g 9 9 9 18.CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL.............................................................3.16d P when 1st.&2ntl.pour ten not be vibrated together. SSW-1 -Simpson Steel Strong Wall Details&Notes Y Group for the limited services of providing the minimum structural engineering drawings required, useType V cement.Weight percentage of Soe shall be per soils report. fed. 84238 19.RAFTER TO PLATE,TOENAIL........................................................................................................38d 20.Provide posdmultipie studs at lower floor under posVmultiple studs above.Each posUstu l shall be 15.Floor slab shall be when Combined with the other builders'consultants drawings,to obtain a building permit for this Refer to Section 1904 of the Building Code for special exposure conditions as required by soils poured level to 1/8'In 10'. SSW-2 -Simpson Steel Strong Wall Details 8 Notes Exp. 7 fastened b Gypsum Wall B w 20.1"BRACE TO EACH STUD AND PLATE,FACE NAIL...........................................................•......2-0tl Y YP Board /Sd Cooler nails�7'o.c.U.N.O.on plan.Provide full width end engineer&see cortoalon en inserts recommendetlons for concrete ez sad to Corrosive elements.project.These drawingsscope are not intended to,nor le they detail all he builds identify all materials,or depth compression block between floors at such locations. 9 g Po 18.Requirements for pre-saturation it aubgrepe soils and daylight setback of exterior footings from any tp define or Ilmd the scope of work required to Complete the project.The builder has requested, 21.1"X 8"SHEATHING OR LESS TO EACH BEARING,FACE NAIL..................................................3-Bit 5. Reinforcing steel shall conform to ASTM A615.Grade 40 for sizes tire and lt4 and Grade 60 for sizes descending slope shall comply with soil report recommendations. LIST OF DEFERRED SUBMITTAL: C �~ accepted,and represented that the he Will select all materials and manufacturers,quality and select 22.WIDER THAN 1'X 8"SHEATHING TO EACH BEARING,FACE NAIL..........................................3.8d 21.All joist hangers shall be Simpson U hanger,all beam hangers shall be Simpson HU hangers U.N.O. #5 end larger. !V 1 L OQ? on plan or detail.Follow manufacturers recommendations for installation. 8. Dowels shall be equal in size and spacing. 17.Finish grade around the perimeter of slab shall De Constructed such that rein and irrigation water Is 1. Trusses are a deterred submittal Rem.Truss plans and calculations shall be submitted to the ,Or CAt.1F all installers,direct all ways and means of ConetruCHOn,and provide all subcontractors atltlitlOnel 23.BUILT-UP CORNER STUDS........................................................................................18d AT 24"O.C. drained away from the slab. engineer of m for review and the i I above and beyond these drawings,required to complete the project in Conformance with 24.BUILT-UP GIRDER AND BEAMS.........................................................2Dd AT 32"O.C.AT TOP 22.If a double sill plate is used at light-weight concrete flooring,then the framing contractor shall apply STRENGTH 9 d to a building department for approval.The engineer of record all governing agencies and the work will meet or exceed accepted industry standards. AND BOTTOM AND STAGGERED Gill plate nailing to both sill plates,at 16"o.c.max.o!as specified per schedule. 18.All site and pad preparation,such as but not limited to shading,Compacting of the fill,pre-saturation, shall indicate that the design has been reviewed before submitting to the builtling department.The 7. The(28 days)Concrete compressive strength,fe,shall be min 2500 psi U.N.O. 12.Special Inspection per Building Code Sec.1704 is required&a Iles to the 2.20d AT ENDS AND AT and concrete slab base preparation,shell be performed In accordance with the soil engineers Qtruae design shall be approved by the building department before the trusses ere installed. RESTRICTIVE NOTICE Pa Pe P gpp types d work Indicated on 23.Building Code 2308.9.1 balloon framed walls(non-beating)stud heights: B. The(28 days)Concrete compressive Strength,Pc,for Concrete in tooted with soil with might 3 sheet SN-1 B/SN-iC Note:Special Inspectors qualification and res EACH SPLICE 9 he and soils report. ( pe pe q ponslDllitles should Compty With -2x4's�16"o c.maximum 14'-0"height percentage of sulfate(Sod)2 0.10 shall be 4000 psi,end with weight percentage of sulfate(SO4)z 0.20 Building Code Section 1701 Requirements.) 25.2"PLANKS...................................................................................................2-16d AT EACH BEARING -2x6's Q 16"o.c maximum 20'-O"height shall be 4500 psi.Special inspection is not required. 19.Foundation tlrewings prepared by Gouvis Englneering Consulting Group reflect the structural SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, THESE DESIGNS,DRAWINGSANO -No multiples of 2x4 ma are allowed to span more than 14'-ON.Bearing walls exceeding 10'-0 must be SPECIFICATIONS MET HE EXCLUSIVE 13.Structural analysis for thisproject le done pp g g (U.N.O.) designed teem by case. p p q P requirements.Refer no architectural plans for Dimensions,depressions,slope,shelves,patios, FILL PLACEMENT&LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE y per applicable Building Code ef the time of design NOTES: 1.COMMON NAILS SHALL BE USED U.N.O. 9. Special Inspection is required for concrete with Pc>2500 psi unless the use of concrete with PaOPERTY OF GOUMS ENGINEERING stoops end poches not shown in foundation drawings.Accuracy of the dimensions and final fit of FOLLOWING TABLE. cONsuMND GROUP,MID Au considering standard of care. 2.JOIST CAN BE EITHER SAWN LUMBER OR IJOIST PER PLAN 24,Headers:Use 4X4 for openings less than 16"at bearing walla without point loads.For non-bearing 1 Tc>2500 psi Is solely for Item#8 above. the building shall be reviewed by the architect and the Contractor prior to Construction. INFOCO nON SHOWN IS CONFIGENhu 14.Upon Completion of above b the engineer&prior to start of Construction, walls use 2x4 for openings up to T-0'max.Use(2)2x4 for openings u to 6'-O"max.Use 4z6 for 0 All reinforcing,dowels,holtlowns,and other inserts shall be secured in position and approved by the Exception:Special inspection for existing site soil conddons TO ALL AECIMENTS AND NO PART OF THESE p p y g p contractor a responsible to () P P P 9 per table below Is not required if o enin a u t012'-0"max.U.N.O.2-2x on edge can be substituted for 4x members). local building official prior to the pouring utany concrete. 20.Welting period for Concrete slabs-on-grade prior to start d construction is as follows: allowable Boll bearing DRAWINGS CAN C COPIED,ANANERED, check all dimensions,Coordinate with the wok of other consultants&other trades to ensure P g P ( g ) g pressure used for design is s 1500 oaf,voile report is not required OR REPRODUCED,NOR CAN ANY compliance with his/her requirements. SHEAR WALL SCHEDULE 25.Approved anti-Jointed lumber may be usetl nlerchengeeby with solid sewn members of the same 11.Mln.concretecover for reinforcing: a.Do not walk on slab until 24 hours after concrete has been poured. by building oficai,and there is no Controlled fill placement on existing building site SfRUCNRFS eE BUILT FROM THEM a.Concrete, placedaelnst earth not formed -3" WITHOUTWRITTEN CONSERTOF GOUVIS species and grade for buildings u to 2-story.When finger jointed lumber Is marked"stud use one o! g b.Begin Well framing fro 4-5 days efts after Co poured. ENGINEERING CONSULTING GROUP 15.Gouvis Engineering shell have no liability for waterproofing a moisture transmission Issues,whether P g 9 P ry• g 1 Y D-Concrete(curbs or troweled -2" c.Be in roof/floor framing 7-10 days after concrete 2013 CALIFORNIA BUILDING CODE(1),(3) ^vert use one such lumber shall be limited to use for stutls one g p g yY pore poured. SPECIAL INSPECTION TABLE FOR EXISTING SITE related to Concrete slabs,footings,foundations,or otherwise.Owner and Contractor shall be entirely Y" y.All finger lumber should o-Walls and curbs •1 1/2" d.Do not load roof rior to 14 tie s after concrete responsible for such Issues,and will defend and Indemnify Gouvis Engineering against all such claims bear a certified finger jointed lumber grade stamp. d-Slab on grade -at center PCo fY 9 g g SILL PLATE CDNNECTx)N 21.No pipes Dr cortlUlfB shell extend under 1801a1etl COIUmh tooting Or under CGmtim0009 well footings COPYRIGHT GOWIS ENGINEERING F 1/a•axe" 28.Wood truss manufacturer shell au to the en Ineer end the bulldin de rtment celculetlons and SOIL CONDITIONS CONSULTING GROUP MMAU RIGHTS SMEAR EDGE FIELD ALLOWABLE FRAMING CLIPS A35's, PP Y g g 4(d)OR unless SperiflCslly detailed Or approved by the architect,structural engineer and the building official. RESERVED shop drawings for approval of deal n loads,configuration 2 or 3 point bearing),and shear transfer, _ R 8 d) t r 2 t/2 MIN. VERIFICATION 8 INSPECTION TASK Not Continuous Periodically DESIGN CRITERIA PANEL SHEATH NAILING NAILING aHF1R Bdy SCREWS L850's OR LTPI's P g PP g 9 ( PD 9), Applicable Conlin ous duringtask TYPE (B) (COMMON)(COMMON) (PLF) SINKER LVL M E) prior to fabrication.It shall be the responsibility of the manufacturer to obtain building departmem g y g g PROJECT: 1. SOILS (a) o RIM eoAao H 22.The contractor shall arrange far observation of the work b the soils engineer.The following are Foundation engineering has been predicated on data and recommendations contained in the sells approval of calculations and shop drawings prior to fabrication. (d) R, _ 9 9 P 31W APA a d'F Bey Z� requirements of the soils engineer: 1.Verify materiels below footings are report by: Alta California Geotedinlcal,INC. Q 1Q rektl (T) @ 5.00. @ 1B'oc @ 14.00 @ lfr oc 27.Trusses shall be desi netl In accordance with the latest local Buildin Code for all loads im SOILS REPORT NO.2-0020,DATE:01/25/2016,.7.18 3 @ m'OC @ 12'O.C. 220 g 9 Posed, a.All tooting excavations shall be inspected and cemfled In compliance with the soils report by the adequate to achieve the design ✓ AURA including lateral loads and mechanical equipment loads. 90°BEND BEND 180°BEND g P placing g Capacity per soils report.This report Is Considered pert of the celculadons and construction documents and is to De etlhered to 2 3/e•APA 9 d'• a d'F >b0 p) sell en ineer prior to lerin of concrete or steel. bearing ce cl po In all of tla recommendations and requirements.Verify minimum foundation depth,width,reinforcing ♦ 2) tetra @4.00. @ 12.00 920 04.00 @ 12.O C 010-00 012.D.0 28.All connections Involving trusses shall be ICC approved and of adequate strength to resist stresses 48(d)•IN CONCRETE _ b.Soll conditions,including Compacting and moisture Content,shall be inspected and certified to be steel and additional expansive soil requirements with valid soils report and if the are an more - - due to the loadings Involved and shall be designed and specified by the truss manufacturer. - -- _ _ R-3 O FOR#9 THRU#8 2.Verify excavations are extended to Westri dge PA 2D P qY Y A, � 4a0 (TO) (1 (to) R=4 d FOR#9 THRU#11 In compliance with the soil report by the soils engineer prior to placing of Concrete or steel. restrictive,then they shell supersede the Gouvis Engineering Consulting Group minimums. L� 'APA eey BEy p) 146(d)MASONRY(U.N.O.) (4ft2) ime @ 3.O C. @ 1Y D.0 @ 3.0 C ®e'O C O t'O C @ e'00. 29•Total load end live load vertical deflections for root member shell be Ilmiletl[o max.U240,end LI380 R=5 d FOR#14 THRU#18 proper depth 8 here reached 410 U.N.O.Total load and live load vertical deflections for floor member shell be limited t0 max.LI360, e.A cection a of compliance shell be submitted githe building official prior to his foundation proper materiel per soils report. ✓ 2. LATERAL LOADS: 540 00) (to) (10) and L/480 U.N.O. inspection and to the architect and structural engineer. 4 �A a2-OC. QtroIII ad's P) @roc. @5"OC. @5'oC. @e'oC. •INCREASE LENGTH BY 30% () 530 30.Cross bridging and/or I bracing shall be provided and detailed by the trues manufacturer as required to 23.Prior to the contractor requesting a Building Department foundation Seismic Design Category: D Wind Speed: 110 y s LAP SPLICE WIRE TIE END FOR TOP BARS(HORIZONTAL Inspection,the soil engineer shall advise the building official in writing that: 3.Perform classification 8 testing of (10 adequate) brace all trusses. Seismic Importance FaCWr(I)= w Wlnd Exposure: C I& 1N32"APA (10) (10) (70) i controlled fill materials per soils 5 low 10 Ce 10 d'e 870 2 ROVFB ®5'O.C. @4'O C. @ e"O.C. 31.Truss manufacturer to provide details which allow for normal deflection without Ira osin lateral loads BARS SO PLACED THAT MORE a.The building pad was prepared In eccoroence with the soil report. ✓ She Class= D St-turel1 @ 2'Oc. @ 1r O.C. BTAGO e'OC on their supports(i.e.,scissors trusses). P g THAN 12 INCHES OF FRESH le The utility trenches have been properly backfilled and Compacted report. Sg:1.907 Sob 1.272 - - CONCRETE 1S CAST IN THE c.The foundation excavations,the soils expansive characteristics and 31:0.831 SDI: 0.831 32,Truss manufacturer Is responsible for: Z 2Q a.providing edditiOnal Sheer end drag trusses as shown on the framing plans. Z h MEMBER BS R BELOW,EXCLUDE bearing capacity conform to the soils report. 4.Verify use ef proper materials, (1) SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. b.reviewing framing plans and structural details prior to fabrication of trusses and specifying hangers. 2 place densities t lift compaction of MISCELLANEOUS (2) PROVIDE 3"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. c.meet the proflle as indicated in the drawings. �a\"���' placement 8 COmpeGllOn Of Structural Observation is required for sbucturee greater then two series above grade plane end (3) STUDS ARE SPACED0Is-D.C.MAX.UNLESS NOTED OTHERWISE ON PUN. d.design trusses for deflection Compatibility of the system to avoid hump and/or sag In roof or ceiling. p a 9 1. Grout under base laces shell be non-shrink controlled fill per soils report DEVELOPER: assigned to Seismic Design Ca P type and shell have compressive strength equal to or ✓ g Category COntreetor/Owner must contact Gouvis Engineering to (4) PERIODIC SPECIAL INSPECTION IS REQUIRED. 3&All trusses designed b truss manufacturer shall be designed to sustain all vertical,lateral and other greater than the concrete or meson supporting schedule observations as needed basis prior to specific g Y g s masonry pportlng It. Exception: stage of that phase. (6) USE CLIPS®5"O.C.ON SIMPSON STRONG WALL 8 HARDY FRAME(U.N.O.). pertinent loads,including bracing Of top and bottom chords,in addition to any connections rela[etl to is�2 TIE OR HOOK 2. All grade beams shell be poured monolithically for their entire length. _ q Pardee Homes Special inspection Is not required 3. DESIGN LOADS: (8) USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING tru89es.Contractor to coordinate with Wes manufacturer. O I CROSSTIE during placement Of controlled fill ROOF Load PAS' 34.All truss lumber shall be Douglas Fir Lerch(U.N.0.).Roof truss lumber shall be either Douglas Fir ?P 3. All reinforcing to be accurately and securely located prior to pouring concrete a grouting masonry. having a total depth of 12 inches or Floor toed (7) ALLOW ABLE SHEAR ARE FOR STUDS SPACED624"O.C.MAX. C Dead Load=20 Lerch or Hem-Fir.(U.N.O.) Z 4. All horizontal reinforcement to have matchingdowels at comers of walls.All vertical reinforcement lees. Pat Dead Load =15 Paf (S) SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. ra O D=4(d)FOR#3 THRU#5 Live Load =20 psf Llve Load =40 pef (9) NAILING®S"O.C.WHEN STUDS ARE SPACED®24"O.C. 35.Each trues shell be legibly branded,marked or otherwise have pertnenenti affixed therero the Z h () to have matching dowels to tooting,unless otherwise noted. ARCHITECT: Y 7 D=6 d FOR#6 THRU#8 5.Prior to placement of controlled fill, Total =40 Pei Total =55 pet (10)FOR DOUBLE SIDED SHEAR PANELS: following Information located within two feet of the center of span on the face of the bottom chord: a w ¢¢Z 5. SHEET ROCK ON FRAMING observe subgrade&verify that site 4. LUMBER GRADES(U.N.O.) a.USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE Q3 . a.Identity of the Company manufacturing the truss. w O 2 NOTES: Stacked sheet rock loading shall be limited to the follmin has been prepared Bassenian La one Architects i] 0 LL" 9 g quantities in any one room: P p properly per ✓ J 6x&posts posts/beams/headers:DFL#1 D.USE ONLY 1/4'0x8'BIDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, b.The design load. 0: -PUT STIRRUP ALT. W/EACH soils raped 4x posts I beams/headers:DFL#2 C.The BPBCing d the IN99e9. ry STIRRUP S S ALL BENDS 5/8":20 individual 4xi0 sheets(8 peers of sheets) 2x Joists/rafters:DFL#2 FOR TYPES 8�5 STIRRUP �O -ALL BENDS SHALL BE 112';20 individual 4x10 sheets(10 peers of sheets) - - -- - Studs:D.F.L.Stud Grade(up to 9'-0'),DFL#2(taller than 9'-0") c SEE SHEAR TRANSFER DETAIL ON PUN FOR FRAMING CLIP TYPES AND SPACING, CEILING JOISTS :o 1 4 MADE COLD The shoring of the floor supporting stacked sheet rock Is required itthe number of sheet rock P P g FOR TYPESQ3 A& P P g 1 @ exceeds the quantities listed above. SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF Se trues&Mud sills.DFL construction retie or halter 38.WRh tleatl load=6 of max.8 live IGetl=10 sf max.,2x4 DF#2 Collin joists 18"D.c.with 9'-6" q LOCATION: See structural wood note#11 for additional mud sill requirements a n max.end 2x6 DF#2 ceilin oists 16"o.c.with 15'-0"s an max.unless noted otherwise on TYP. REINFORCING DETAILS HORIZONTAL WOOD DIAPHRAGMS,WOOD SHEAR WALLS&MANUFACTURED SHEAR Pa n 1 P 6. Automatic sprinkler system specification 8 details by others WALLS ARE REQUIRED 8 SPECIFIED IN THE FOLLOWING TABLE' 5. TYPICAL FLOORIROOF DECWDECK SHEATHING plan.Goofed Gouvis Engineering for other contlidon9. Lake Elsinore STRUCTURALSTEEL 7. The Contractor is responsible for taking measures to mitigate the effects of building shHnkagein SPECIAL INSPECTION TABLE FOR WOOD' Riverside 23132'APA rated Sturd•I-Floor T8G Exp I with min,open rating d24"o.c. DEFERRED APPROVAL: structures consisting of 3 or more stories of wood framed Construction.As an alternate,use MC-15 REV.02/18/T016 GA Refer to NER 108 for installation and Conditions of use GENERAL studs for top plates,sole plates and convennonel joists(No I-Joist): DIAPHRAGM 8L SHEAR WALLS S.N.:1 Od Common nail:at TO.c. 1. Elements of structure that are marked"by others"shall be excluded from this work permit. The lower 3 levels of 5 story bltlga. 1. All structural steel materials and Construction shall Conform to the requirements specified In Building The lower 2 levels of 4 story bltlga. FREQUENCY OF REFERENCE E.N.:10d common nails at 6"o.c. MINIMUM QUALITY Code,Chapter 22&Reference. 2. General contractor shall first submit separate drawings for the above elements to the FOR for their REVISIONS F.N.:10d common nails at 12"o.c. review and if approved,than submit to the building officials for their review and approval. The lower first level ut3 story bltlga. INSPECTION NOT INSPECTION FOR CRITERIA Use ring or screw shank nails and glue sheathing to framing using adhesives meeting APA 1. All structural wootl shell be ut Dou las Flr Larch s ecies, 19%maximum moisture Content ef the time MATERIALS TASK PPLICABL Confinuoua Periodically CBC/IBC NO. DATE DESCRIPTION specification AFG-01 or ASTM D3498.Apply glue In accordance with manufacturer's of construction odU. sh l g P ( 2. Steel shall be primed with a rust resistance primer&should Conform to ASTM A36(fy=36 ksl)as a 3. City approval shall be obtained prior to installation of element subjected to deferred approval. SECTION recommeion AF - minimum,unless Otherwise noted.All W shapes to be ASTM A992.(fy=50 ksi) 1 06/28/16 PLAN CHECK 2. All machine bolts shall conform to ASTM A307.Holes for bolts should be Called 1/16"larger than Doh FOUNDATION Horizontal wood Sheathing types, As an ahemafe to 10d Common nails,the following Feathers Can be used:Grabber plywood screws diameter. 3. Steel pipe shall Conform to ASTM A53,Grade B(Fy-35 ksl). diaphragms with grade thickness, 2 06/29/16 uCUENT wits (ICC-ER-5280),or Simpson Strong-Tie quick drive screws(ICC-ER-1472),min 2"long @ 6"o.c B.S., 4. Round HSS tubing shall Conform to ASTM A500 Grade B(Fy--42 kei) 1. All Continuous footings to have 5/8"die.x min.12"anchor bolts,min.7'embedment Into Concrete edge nail spacing span rating,and nail ✓ Sec.1705.11.2 3 07/25/16 PLAN CHECK 3. For non-sheer well applications,round washers shall be used on all Dolls and should Conform with footing at 72"o.c.unless noted otherwise on plans.One anchor bolt should be located max.12"away equal to or closer types,nail sizes& 6"o.c.E.S.end 12'o.c.F.S. ANSI/ASME B 18.22.1.Use min.1 3/8"0 x 7/64"thick washer for 1/2"0 bolt,1 3/4"0 x S/84"thick 5. Rectangular and square HSS tubing shall Conform,to ASTM A5e0,Grade B F-46 ksi. than 4"o.c. spacing. washer for 5/8"0 bolt and 2 112"0 x 11/64'thick washerfor 1"0I U.N.O. g q g (r ) and min.ll 1I2•from the and n the sill plates.min.(4).See per sill or sill plate Panel.rs plate under Q 6. TYPICAL SLOPED ROOF SHEATHING B. All structural welding procedures end materials shell conform to Building Code,Section 2204.1.All shear wells ut up to 4'-0"In length must be continuous.See note 2 for sill plate fasteners et interior 1 4. All nails shall be sinker nails and staggered U.N.O.,except as shown In Nailing Schedule. non-shear walls. Wood shear walla Sheathing types, 15/32"APA rated sheathing Exp 1 with a min.panel Index d 32116. �g9 welding shell be by the shield metal arc welding process or the submerged arc welding process using Refer to NER 108 for installation and conditions of use. 5. Adhesive used to attach floor sheathing to framing elements shall coMorn with APA speclfleation E70XX-low hydrogen electrodes,unless otherwise noted, Ia. Anchor bolts at shear walls shall be installed with plate washers of min.3"sq.x 0.229"thick SPECIAL INSPECTION: with edge nail gradmthidmess,wall '✓-- B.N.:Sd common netl at 6"o.c. AFG-01. 7. All bolts for connections of steel members shall Conform to BuildingCode,Section 2204.2&ASTM between sill plate and nut.Edge(s)of plate washers shall be 1/2"max.from inside face of shear spacing equal to or nail types,nailing 1. In accordance the regular Inspection the following Items well also require special Inspection in sizes and spacing.E.N.:Btl Common nail at 6"o.e. A325N,unless otherwise noted.Holes for bolls should be drilled or punched 8 shall be 1/16"larger Panet(a)per Conditions shown below. closer than 4"o.e. Pe 9. F.N.:Bd common nail at 12"o.c. 6. Manufactured hardware specified on the drawings are to be Simpson Strong Tie(Unless specifically P r9 accortlance with Sec.1704,unless exempted by the exceptions ut Sac.7704.2,tithe Builtling Code then bolt led steel 1b.The hole In the plate washer Is Permitted to be diagonally slotted inches a width of up s 3/16 inch authorized In writing by Gouvis Engineering Consulting Group).Follow all manufacturers 2. Solis Compliance prior M the foundation inspection,post-tensioned foundation,high strength steel end SIII nailtypes,size requirements&recommendations for Installation&handling 8. Prefabricated steel moment frames per manufacturer.Steel moment hems manufacturer shell submit larger than the bolt diameter and a slot length rid to exeed 1 3/4 inches,provitletl a standard cut ✓ "Note:All structural rated panels must be stamped by one of the following approved agencies,SPA, g of product. Concrete. and spec PF3/TECO or Phlsburg. shop drawing,design SEISMIC calculations,and approved moment frame test report(ICC,IAMPO,or test per washer and t Nominal size:11/16"ID,1 3/4"Do,9/64"thick)is placed between the plate 7. Do not bend the Simpson PA straps. Appendix S utAISC SEISMIC PROVISION)to GOUVIS ENGINEERING for review. washer and the nut. 3. All Inspections and tests shall be pertormed by a qualified testing agency reteinetl by the owner. Anchor brit sizes& ✓ SHEET NAME: SHOP DRAWINGS 8. Fasteners a SHEAR PANEL 4. The special inspector shall be qualified and a spacing. pacified on the drawings may be colored using manufacturers brands that utilize the color WELDS P q approved by the building department end acceptable to Hddown Sec.1705.11.2 GENERAL NOTES 1. Sufficient copies of shop drawings for an member or product designed b entity other than Gouvis Coded system.Follow all Cotle and manufacturers requirements/recommendadons for Installation 8 WHERE OCCURS 1/2, - the architect. "s& &REQUIREMENTS P P 9 Y P 9 Y ry 9. All shop welding and fabrication must be done In a shop approved by a aperiel Inspecion agency 1/2" I I.. their connections to Engineering Consulting Group shall be submitted to Gouvis Engineering Consulting Group prior to handling of the products. MAXIS 5. The special ins ✓g g 9 P P which Is approved by the Building Official.All field welding must be pertormed by a certified welder AX MAX p getter shall observe work assigned for conformance to the approved design drawings shear wells 8 fabrication for review.Contractor shall submit shop drawings d reinforcement for concrete masonry and a special Inspector shall Continuously inspect all structural field welding.Both shall be approved ADJUST f WASHER R WASHER SIZES and specifications. foundation/hamin wells,concrete Components with Compressive strength more than 2500 pal end structural steel to COLOR CHART FOR by the Building Official. SIZES TO MEET NOTE is Gouvis Engineering Consulting Group to review and obtain approval prior to fabrication.Shop STRUCTURAL NAILS PER NOTE 1a 6. The special inspector shall furnish an Inspection report to the building department,engineer and Wall end post sizes. ✓ TYPE OF COLORS REQUIREMENTS architect of record.Copies of the report shall be available at the Job she at all times. Drawings shell be Original drawings prepared for the protect act Doc Information,drawn accurately to o FASTENER DIAMETER i 'i 7. Final reports for ell inspections and testing must be rovided b the special Ins Sheer transfer scale.Direct Copies end modified reproductions of the Contract Documents will rid be accepted. 0=U. -L=21/2" Allow sufficient time from the receipt of Complete submittal for review and processing Ed Coder 2 S/8 X.1 13 YELLOW •' P P g P Y Pe getter.Final reports P p p rig by Garvin �.d ._.._. -- E Q• shell document Completion of all Inspections and Correction of all noted discrepencles, connector types& PROJECT NUMBER: Engineering Consulting Group. _U.14U- = spacing.Drag strut ✓ 64002 Bd Common 2 1/2 X.131 BLUE CONCRETE MASONRY 2x4 SHEAR WALLS AND SINGLE SIDED SHEAR WALLS OF 2z6 8. The duties ut theof special inspector shall be in conformance with Me requirements of section 1704 ut Connections to shear 2. Review of shop drawings by Gouvis Engineering Consulting Group tices rid relieve the engineer 16d COMMON ALL DOUBLE SIDED SHEAR WALLS AND THICKER WALLS the latest edition of the CBC. wells. responsible for the design or the contractor from compliance wall Building Code. _ = 16d Short 3 1/4 X.131 BLACK GENERAL SW-AB 9. Contrador shall be responsible for all expenses due to any premature notification of Inspection which Panel ENGINEER: GE 1. All concrete masonry materiels and Construction shall be In accordance with Building Code, SW ANCHOR BOLTS AND PLATE WASHER ARRANGEMENT results In additional site visits. Manufactured shear boltln tyAnchorin rig g, g. DRAFTER: 3. ouvls Engineering Consulting Groups review of the shop drawings Consists of checking general 3-L=2 3 Chapter 21. wells,Hardy panels, GE conformance with structural drawings.Design accuracy of such product,dimensions and quantity d 10d Common 3 X 0.148 PURPLE 10.Failure of notification by the contractor for inspection on a timely basis may result in Complete removal Simpson steel& wall toP Plate screw Sec.1704 the product is not reviewed by Gouvis Engineering Consulting Group. U.0 MATERIALS 2. For interior non-sheer walla use Simpson PHNW series 0.1450 pine with a penetration d 1 1/4"Into and replacement of all work performed at contractors expense. Wood Strong walls. lyPes,sizes 8 ✓ Sec.1705.11.2 ISSUED DATE PLOT DATE: g sparing,holddovm& = 1(1 Common 31/4 X.148 GREEN slab et 16"O.C.to be Installed in accordance whh ICC ESR-2138.Actual slab thickness to be 11.Site visits by the structural engineer do not Constitute an Inspection dreg strut Sec.1705.11.3 1/11/2018 07/25/2018 (18tl Sinker) 2. All meterlals making up flniahetl concrete masonry construction shall conform to stentlards requiretl - .1tl L=4 1 b Building Code Sec.2103. minimum 4".All Interior sheer walls to have A.Bs.per foundation plan. 12.For special inspection of wood diaphragm and shear walls,contact Gouvis Engineering for schedule. Connections to SHEET NUMBER: 16d Common 31@X.162 RANGE Y 9 walls/panels.3. Mortar shall be e M or S as applicable and Conformin with ASTM C270 and shall beproportioned 3. All holtlowns and post anchors to be installed according to most current Simpson Strong Tie bP PP g Special inspection is required for the following Items: panels. per Article 2.1&2.6A of Speclflcetlon for Masonry Structures(TMS 602-11/ACI 530.1-11/ASCE 6-11). specifications and requirements of ICC-ER reports&shall be tied in place prior to foundation - ._ „ Inspection.Dimensions are not famished to Simpson holtlowns.itis the responsibility of the 'Contact Gouvis Engineering to schedule Special InspectltlP Contractors superintendent,the framing contractor and the Concrete contractor to locate these I anchors in the exact location.Refer to details for proper installation. SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) —•—•—•— REBAR PX PAD NUMBER SHEAR PANEL LENGTH AND NUMBER. �V ♦ iV X REFER TO SN-1 FOR PANEL TYPE,MIN 2-2x4 0 EA END a W' �fth fill 'g X OETAILNUMBER UinR x.oup m� DX DETAIL SHEET NUMBER 4400 Campus Drive OHOLDOWN NUMBER Newport Beach MAXIMUM SPACING\ CA 92660 X TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACED AS POSSIBLE SEE GENERAL NOTES ON SNA SHEET(S)FOR OTHER REQUIREMENTS FOR NON-SHEAR WALLS,MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END Newport Beach DISTANCE OF 4"MIN.PER ESR#2555 SHEAR PANEL tel 949.752.1612 z fax 949.752.5321 FWH Palm Springs tel 760.323.5090 T T S T a a D NOL` IN i I I I QX r________L _J__� __L__J___ _____________________ TOTAL MININIMUM EW 7 I I © NUMBEROF EN I I I MAXI MUM ACHOR BOLT SPACING ANCHOR BOLTS P7 CIVIL PAD SCHEDULE T�OFr�L1FOQ � i i SD1 SDI I D SYM. PAD TYPE RESTRICTIVE NOTICE -� TYP. IfJG 2'-0"SO X,2"DEEP PAD W/(3)94 E W THESE DEIGNS DRAWINGS.AND SPECIFRTYOF SAM THE SENGIN ENNE PROPENG CONSU NG RHATIO SHOWN IS,ANDALL I I P2 2'6'$Q XI2 DEEP PAD W/(4)#a E.W IAA—ECIIONSS DN PART OF ES TD AWINGS FANS AND CORED, TRTOF RED, PI I I I DRAWINGS CANOD C D.NOR.TPANSFERED, SDI I OR REPRODUCED. CM MY P3 3'-0"SQ X,2"DEEP PAD W/(4)lf4EW STRUCTUR66E CONSENT OF GM T I T, i i 2 WITHOVTWRRTOONSULENT GROUP IS ' S ENGINEENNG CONSULTING GROUP 11•_ PI 3'8'SQ X 12'DEEP PAD W/(5)#4 E.W ALL INFORMATION FROM I COPYRIGHT GOUVB ENGINEENNG BASICFOUNDATION PLAN ALTERNATE APPLIES TO CONSULTINGGROUP LRIGHTS ALTERNATE ELEVATION(U NO) i pi � � D P5 a'-0'SQ.X 12"DEEP PAD w/(6)#4 E W. RESERVED PLAN 1B - TRADITIONAL SCALE:1/4"=V-0" L_�--I '� ---------- — ---- -- ---J PROJECT: B I I P6 4'$"SQ X12"DEEP PAD W/(6)#4 E.W ----- -- -- ------- --- ® AURA PLAN 1 C - FRENCH 2 L I F P1 I I I P7 5'-SOX,2"DEEP PADW/(7)#5E.W Westridge PA 2D o —1 ` SDI 2 I I SD7 I PB 5'-6"SO X 12"DEEP PAD W/(7)#5 E W WIF D 2 D FG I I SDI o sD1 I HOEDOWN SCHEDULE _r --------- l I I ISYM. HOEDOWNSBOLT TYPES1 (UNO ON PLAN FOR PAB BOLTS Ne� IJHf Q(--E 5T7 STHD10 2-2 x4 OR 4x4 *S DEVELOPER: I-0'I P3 I P2 I I I >K I S STHD,4 2-2x4 OR 4x4 sD1 M'-0•I I I I I 11, Pardee Homes _ SD1 S — D I I I I D, HTT5 2-2 x 4 OR 4 x 4 SSTB24 0R PAB5 1'$"SQ.x 12"DEEP aD1 IV I I P1 SD1 P1 i i SDI L_J PI SD1 SDI HDUS 4x4 SSTB28OR PAB7 2'-3"SQ.x 15"DEEP y ( I ARCHITECT: ®I I� rL� P3 I J, SD1 PI 2 I HDQB 4x4 SSTB28ORPA87 2'-WSQx,1"DEEP --- — 2 I I I Bassenian Lagoni Architects L _______� �_ _______ T L__" D q'd�. I I I HDUII 4x6 PAB8 2'-g'SO.x IWDEEP I HDu14 aze PASS z-B'SO.x,e'DEEP I I I re o I LOCATION: NOTE:R "F F P2 2 _____ __ ___ EFER T0,8/SDI FOR TD HOEDOWNS AND 17/5D7 FOR ST HOEDOWNS. P4 I /� _ — 1 Lake Elsinore r_ __ __ FOU U I v (1 1 + u f_____ NDATION NOTES Riverside_ 1J CA L L_ _J 1 REFER TO SN-1 SHEET FOR MORE INFO. I I I P3 P3 16 FOR SHEAR PANEL TYPE�3 �4 8�5 ON BOTH SIDES OF WALL, REVISIONS 1 I I SSW i8x7. SD3 SDi SD3 SSW 18x7. E MIN 3X6 SILL PLATES U N O NO. DATE DESCRIPTION I I 3 PRIOR TO REQUESTINGA BUILDING DEPARTMENT FOUNDATION INSPECTION,THE I 06/2&16 PLAN CHECK I SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS 2 06129116 NENr REV' L__ —_ .I— --_--J UPDATED SOILS r-I' TABLE 3-3 CONVENTIONAL FOUNDATION DESIGN PARAMETERS q- Expansion Very Low Pot Potential 1 2 2 3 LotNu be� , Deign Pl-t.* _ _ 10 Index - MimmumFoodng 72 inchesEmbedment' ALL INFORMATION FROM Foabl"a V°i : SHEET NAME: FOUNDATION PLAN BASIC PLANS FOUNDATION PLAN One-.Stpry 5iches OPTIONAL PLANS U N O. 7woStry 1s inches FOUNDATION PLAN Footing No.4 mbar,one(1)on PLAN 1A,1 B,1 C&OPT. OPT. COVERED PATIO SCALE:1/4"=,-0" PLAN 1A - SPANISH SCALE:1/4"=1'-0" SlabRe.ThcemeM tap,one(,)on bo8om Slab I kneca No.3 mbar spaced R. Slab Slaborcemenf 24inches oncerder both dan coons Ah.6x6-10x10 welded Mm Yeah placed at Ship,mid height PROJECT NUMBER: Under-Slab Sea Section 1.5 64002 Requirement Mnlmum 110%of Slab Subgred, optimum mastum to a ENGINEER: HB Masture depth of 12 inches prior to poudng concrete DRAFTER: HB Garege Entrance See Section 1.4 Footing Embedme 8 exterior toting adjacent to dminage awales am to exist wdl IWKe(5)feet ISSUED DATE: PLOT DATE: Adjacent t Swalea tro"xontally of the swale,the tooting should be embedded sufficiently t assure and slopes embedment be a below el o the euUi met a Ieacifiva(S,I,ee is p ovlgaea hodz ints r°mm 1/11/2016 06/28/2016 edge ofthe tobng I.me face of the slope SHEET NUMBER: S � • � STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND ®® POST OR TRIMMER AS NOTED SD2 SD2 44T i 24 2X4 STUD 226 2-M STUD (@ 2X4TRIMMER 6©2-2X6 TRIMMER X y--11 D RECTION OF ROOF TO HATCHED MEMBERWALLS PLANS FERFORFOR INTERMEDIATE BR'G 1 & — _ 2X63TUD 324 32X4 STUD O 2X6 TRIMMER O 3-2X4 TRIMMER <q��X REFERTTO HATCHED WALLS ON PLANS FORBIER INTERMEDIATE BRIG _ _ .- __ _.._..___. 2x4 STUD U V U 1T 224 2- 328 3-2X85TUD 4©2-2%4 TRIMMER 38T 3-2X8 TRIMMER / ^ \ REFER O OF DECKHATCHED MEMBER PER SCHEDULE, ® ® 1 i REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BRIG POST AND TRIMMER SCHEDULE SHEAR PANEL LENGTH AND NUMBER 44 SD2 SD 44 REFER TO SN-1 FOR PANEL TYPE,MIN.2-2x4 W EA END C J 4x4 POST 412 4X12 POST O 4X4 TRIMMER 4©4x12 TRIMMER X DETAIL NUMBER GOM�. SD2 t DETAIL SHEETNUMBERj,.. 4X6 POST O BXB POSE 48 4X6 TRIMMER ®6X6 TRIMMER vu4ingq oup m. ... O BEAM NUMBER,REFER TO GOUVIS ENGINEERING CALCULATIONS SD2 4XB POST 88 6X8 POST 48 4X8 TRIMMER 88 6X8 TRIMMER KEY NOTE NUMBER 4400 Campus Drive S r 4X10 POST O BX8 POST 41 4X10TRIMMER O SXBTRIMMER BEARING WALL Newport BeaCll @ CALIFORNIA FRAMING CA 92660 BX,D 51/4'7(14"P LFL M KEY NOTES Newport Beadi O 10 O7 CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN ALIGN STUD(S)/POST(S)WITH UPPER FLOOR STUD(S)/POST(S) tel 949.752.1612 O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR fax 949.752.5321 6 D SD2 26 l ` --------/- (PROVIDEEN.WHEN POSTIS LOCATEDWITHINSW) 1 O CONTINUOUS JOIST W/E N $� SD3 SD SDO ®DRAG STRUT W/E N.SEE PLANS/DETAILS FOR LENGTH.SUPPORT END W/BLK'G Palm Springs LINE OF ZX FLAT BLOCKING W/EOGE NAIL&CONTINUOUS CB16 STRAP OVER U N.O te1760.323.5090 SEE PLAN FOR NUMBER OF BAYS CONTINUOUS FULL HT BLKG W/E N SEE PLANS FOR NUMBER OF BAYS(U.N O) L'•"l P r CONTINUOUS LINE OF BLOCKING W1 EDGE NAIL j O UNDER SHEAR WALL ABOVE W/(1)CS16,U.N0 OB BLOCKED ROOF DIAPHRAGMW/BBh 04"O.0 BN.,6"OGE.N.&IYOC FIELD NQ O9 BLOCKED FLOOR DIAPHRAGM W/108s 04"O C B N.,6"O C E N&17'O.0 FIELD VY 10 SHEAR TRUSS W/E N TRUSS TO TRANSFER 180 PLF MIN.(U N O.) 64� — 11 TRUSS HANGER BY TRUSS SUPPLIER 72 (1)SIMPSON TS22 FLUSH BEAM TO DROP BEAM(U NO) 7 13 PROVIDE SOLID BLOCKING �;T C I V%%_ 74 DRAG TRUSS WA:N.TRUSS TO TRANSFER 16500 FORCE MIN(U N 0) �GF CA(,1F0 ALL INFORMATION FROM ALL INFORMATION FROM ALL INFORMATION FROM 15 BLOCKED OPENING SEE DETAIL 15/SD2BAS _ PARTIAL ROOF FRAMING PLAN OPTIONAL PLC PLAN ANS PLIES .O PARTIAL FLOOR FRAMING PLAN OPTIONAL BASIONALPC PLAN PLANS(U.N.O.) PARTIAL FLOOR FRAMING PLAN OPTBASIONAL PLC PLAN ANS O FRAMING SCHEDULE RESTRICTIVE NOTICE OPTIONAL PLANS(U.N.O.) OPTIONAL PLANS(U.N.O.) OPTIONAL PLANS(U.N.O.) OPT. DECK - OPT. COVERED PATIO PLAN 1A 1 C - OPT. BEDA W/ BA.3 O DESIGNED-J OFS(OR EQ AL)O.C. SCALE:1/4"=V-0" SCALE:1/4"=V-0" SCALE:1/4"=V-9' THESE DESIGNS DRAWINGS,AND 1 O 14'TJI 2101J01STS OR EQUAL 782"OC SPECIFlCATIONS ARE THE IXCLUSIVE ( ) PROPERTYOFG GRO ,AND AU. 4B CONSULTING GROUP,AND ALL O 14"TJI2101JOISTS(OR EQUAL) 76"OC IN FORMATIONSHOWN IS CONFIDENTIAL TO ALL SD2 W RECIPIENTS N RANSO PAU P 98 4O THESE 74"TJI 380 OISTS(OR EQUAL) DRAWINGS CAN BE COMM,TT FERED, 18"O C. OR REPRODUCED.NOR CAN ANY SD2 2 2 STRUCTURES BE BUILT FROM THEM (:R4 O 14"TJI 560 WOISTS(OR EQUAL)IN 16"O C WITHOUT WRI T iN CONSENT OF GOUYS 2 S 26 8 26 46 46 48 46 ENGINEERING CONSULTING GROUP 44 44T SD2 5ASEL 44T 44 75 - O 2 X 12 DECK JOISTS/RAFTERS 016"O C B L=19'-6"t 5 5 COPYRIGHTGOWSENGINEENNG 1 ) C CONT.6X10 6XIS 7 2 X 10 ROOF JOISTS/RAFTERS @ 78"OC. CONSULTINGGROUPayeALLRIGHTS ___________________S4l4"Xh° $_--__-_-_-_. - ____ ____--_-_____.___- 4X8 4X6 _AURA MANUFACTURER IVERHAEUS UROSEBURG _z= x _ .... .. ER PACIFIC ESCASCADE 44T 5A --_ ~ WE '` �j'- ==�•. ICC.ESREPORT ESR-1153 E - ESR-1251 . SD2 _ SD3 TJ1270 LPI 36 BCI 6000-17 RFPH00 TJI 560 N/A SCI 90-20 RFPI-90 TJ1210 LPI 32 PLUS BCI BOD VNestridge PA 2D j 117/8" TJI 360 UPI 58 BCI 80.2.0 RFPI-70 Y N I T DEPTH O1 8 RFPI-400 1 i'.,1`�., __,-__ - 14"&i6" TJI 360 UPI 56 BCI 6D-2 0 RFPI-70 .I TJI 560 N/A N/A RFPI-90 zsT z 24 ^\\ 2 FRAMING NOTES -- - • 0 2 ._.________.__ 7 q 1 REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS(SN-18SN-2) y i 7 SD3 FOR MORE INFORMATION SD B y __ i'%`. SD3 2 REFER TO DETAIL 3/8N2 FOR TYPICAL CONNECTION AT ALL INTERIOR 6X10 51/4"X14"P LF B Q 1 -_- ---i '--' .`, 2 - NON-BEARING WALLS AT ROOF LEVEL. 1 O _______ 2 qq 2 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS,UNLESS APPROVED BY 1 10 PLF=1 Z ,_:�=J `°_� SD2 GOUVIS ENGINEERING CONSULTING GROUP IN WRITING 2 N W __�_ m 7 4. AT DOUBLE SIDED SHEAR WALLS,POST W/E N PER PLAN TO RECEIVE E.N FROM DEVELOPER: BOTH SIDES. v 28SD2 S 6 SD2 1 1 ,I SD X Q 4A 5 WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST,PLYWOOD Pardee Homes _ 14 4A $�p2 B ,'T I •� ii 2 a 8A r SD c= 2 SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS SD2Z24 SD25 6APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS DO NOT BREAK SHEAR O 44 AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS i SD2 II PLF=100 US°X'l2'G 4X8 n Tff `T iI 1 BEIDR-30M 2 B B - -- - - -- ARCHITECT: _ 2 axe _ i� PLF=100 ;' _ Bassenian Lagoni Architects j B MIN Y - 3 qq 46 7 ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE �— I 2 o m 44 I Q i SD2 DRILLED CLEAN CUT W/1/18"TOLERANCE.OU NOT NOTCH OR CUT PLATES ! 7 0 5D2 �- .A LL O v 44 5A 2 8 ALL BEAMS SHOWN ARE DROP(U.N.0)ON PLANS 2 __ .- v Z y SD3 2 X 9 AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE 9B �, �,� 12 - 2 2 USED,AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN LOCATION: 1 21A Roof Loatl SD 1 3 SD3 a, SIMPSON'S,AND SUBJECTED TO THE APPROVAL OFGOUVIS ENGINERING S SD2 DeatlLoatl=20psf 1.1 X SD3 2 s: 70 USE SIMPSON"ES FORCONNECTION CONNECTION OF Lake Elsinore Live Loatl =20 p6f 6 NT. © (QJ - FRAMING MEMBERS(UNO.)AND"LUS"HANGERS FOR CONNECTION OF SOLO JOISTS. RIVE!r31de Total =40 psf SD2 8 HU xT"1" L BM IFT4 BAYS 11 ALL WOOD HOISTS SHALL BE IN COMPLIANCE Wmi THE PROVISIONS OF APA PRldy, CA -- _ TM ALIFIE ALL INFORMATION FROM - """ ~ SD PRH00 MANUFACTUREDCJO RATED BE ANY OF THOSE LISTED IN TABLE ABOVE BASIC PLAN APPLIESTO -------- 12i -BXB- -- _- 2 ' O 12 THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER 3 D PARTIALFLOOR FRAMING PLAN OPTIONAL PLANS(U.N.O.) B ❑ - - 44 - 46 WITH CURRENT APPROVED ICC ES-EVALUATION REPORT WITH THE FOLLOWING REVISIONS PLF=100 - --- -- '---_-' ..BXB.. -. 2 2B _ _ SA /8"X7612"GLB "' MECHANICAL PROPERTIES. OPT. DECK SCALE:1/4"=1'0" 2 _ 4 SD3 -1 FOR'LVL"8"PSL"BEAMS NO. DATE DESCRIPTION $p2 'I --- Fb=2900 psi(MIN),Fv=290 p&(MIN),E=20x 10°pai(MIN) . I FOR"LBL"BEAMS/H RS 1 06128/16 PLAN CHECK .--___--__._ D �7 EV SO X ��I SD3 ` 40 F6=2325 URED0.M BOAR40D PN(MIN),MIN I1.SBTHICK C(MIN). 2 06/29/16 NTCLIENT SO < �,",. -- - """-" � � FOR MANUFACTURED RIM BOARD WITH MIN 7 1l4"THICK,CONTINUOUSLY UPDATED SOILS 1 — __ x ____�: w SUPPORTEOBYWALL,ANDMATCHES JOIST DEPTH.-.. $D2 1 F. I.(PERPENDICULAR)......= 680 PEI(MIN) - _. ,.".. Fe//(PARALLEL). ........ .=140 PSI( ) _ a 3x10 pelMI FL=7076 pBI(A8N), E=7 N C BA W/LTP4 GLU-LAM BEAMSHALL BE 24F-V4,DF/DF g �-____�_ SD @12"O.C. X Fb=2/00 PSIWBOTTOM,Fb=7850 PSI @TOP 44 --- - 5B 7 15 5B �i Fv=265 psi(MIN),E=18x 106 psi(FAIN) 46 2 SD S SD3 $D3 SD2 13 A 4x6(ALT.2-afi)HDR SHOULD BE USED ATALL OPENINGS IN EXTERIOR 8 "�1 1 �F yI 2 6 L/J -- SD2 ems:al FOR OTHERBEARING COMMON HEADER U.N O ON PLANS REFER TO THE FOLLOWING TABLE Q° SD3 @ $O C � 46T FOR OTHER COMMON HEADER SIZES. SD2 II O�' O PLAN DESIGNATION HEADER SIZE ALT HEADER SIZE' B 1 N J X H1 4x4 2-2x4 41 O ai HU O — H2 axe z-zxa SHEET NAME: " '-------' - --- - -""'- '---- --------------"GILB -- '2-2x SHALL BE PLACED ON END W/10 PLYWOOD SHIM BETWEEN PROVIDE A "'/HUC114,2 HU CONT.51/8"X78"GLB FRAMING PLAN 4X6 4 6 ---�' 4X8 7� 13/4'X74"LSL FL BM - 16dTHE FO L@16"OC,STAGG BOTHHEDUSIDES. PLAN 1A R OPT. 14 THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN �,`� BEARING WALLS,U.N.O.ON THE PLAN.REQUIRED TRIMMER MUST BE APPLIED • S 6 HUC U HUC @ EACH END OF HEADER /4 B 4X6 SSW i8x7 SD3 SD3 SSW 18X7. CLEAR SPAN L 2 X Ls6'-0" 8'_ <L" 1. Lt1—' 1 B 2x4 I 2-2x4 SEE PLAN 1 SD2 SD 9B SD 1 15 FLOOR TO FLOOR HOLDOWN<X>APPLY DETAIL AT EACH END OF SHEAR WALL PROJECT NUMBER: $ 4X6 SD2 PER PLAN.(2)LOCATIONS PER WALL AS SHOWN BELOW SEE TABLE FOR TYPE& 64002 DETAIL REFFERENCE MIN POSE SIZE IS NOTED IN THE DETAIL 1 PER REFERENCE&PER EFERENCEB PER REFERENCE& PLAN APPLY DETAIL LAN APPLY DETAIL PLAN APPLY DETAIL ENGINEER: HB OIA/SD-3 Oo ID/SD-3 O 1G/SD-3 DRAFTER: HB x 2 3 O iB/sD3 0 1E/sD3 ISSUED DATE: PLOT DATE: SD PLF=100 __ X X 2 3 Oc 7c/sD3 F F/SD-3 1/11/2016 06/28/2016 SD2 16 INTERIOR NON-BEARING Is NON-SHEAR WALLS MAYBE FRAMED WITH 2xSTUDS SHEET NUMBER ROOF FRAMING PLAN FLOOR FRAMING PLAN AT 24"O.C,MAX 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER BA/3D2 U.N.O. PLAN 1A - SPANISH SCALE:1/4"=V-0" PLAN 1A -SPANISH SCALE:1/4"=V-a' OONTINU. 18. ON PLANS.OUS 7 Y.°LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLECS16 X36" STRAP PER 4A502 U.NO.ON PLANS. 71a; _ ._______ 7, C D II m %------11 ------- 4400 Campus h Drive 12 , FF:-' Newport Beac ------ .......... CA 92660 Newport Beach I AJ. /7111j tel 949.752.1612 GT#2 4 I D L A fax 949.752.5321 9FDROOM 2 Palm Springs 4X6 9EDROCM te)760.323.5090 4X6 No N N G 6436 n F-7 ------ I ....... RESTRICTIVE NOTICE ALL INFORMATION FROM T 6 TRUE DEIGNS,DRAWINGS,AND & SD2 SPECIFICATIONS ARE THE DICLUSNE BASIC PLAN OPTIONAL FR0PEFTYOFGOUWENGINEMNG FIA A TON SHOWN IS CONFIDENTAL CONSULTING ROURAND AU. PLAN OF ELVATION'W' 7/ INFO AP 1 ALL RECIPIENTS AN PART OF THESE PARTIAL ROOF FRAMING PLAN CAN BE COPIED D OPT. COVERED PATIO @ PLAN 1 B SCALE:1/4" 1'-0" MWNGS OR REPRODUCED.NOR CAN ANY TRANSPIRED, STRUCTURES BE BUILT FROM THEM WJTH0UTWRITrENCONSENrrOF OU�s ENGINEEMING CONSULTING GROUP COPYRIGWGOUVISENGINEERING CONSUL nNGG UP2MAU.RIGHTS RESERVED 4(6 PROJECT: AURA 7X_-11— 06 06NDTRU Westridge PA 2D ALL INFORM-ION FROM ALL INFORMATION FROM BASIC PLAN APPLIES TO SAS C PLAN APPLIES TO PARTIAL 2ND FLOOR FRAMING PLAN ALTERNATE ELEVATION(H N In I PARTIAL ROOF FRAMING PLAN ALTERNATE ELEVATION(L1 1..7, PLAN 1C FRENCH SCALE:1/4" V-10" PLAN 1 B TRADITIONAL SCALE:1/4" V-011 DEVELOPER Pardee Homes ARCHITECT: T Bassenian Lagoni Architects r LOCATION: Dk 1 Lake Elsinore Riverside CA REVISIONS 1AI NO. DATE DESCRIPTION 6 1 06/28/16 PLAN CHECK 24 GARACE 2 06129tI6 CLIENT REV. J, UPDATED SOILS 224 _________________ In .... ........ SHEET NAME PARTIAL FRAMING PLAN PLAN 1 B,1C&OPT. ........... GTO ------------------ O M11 MIT ❑ 4 24 I HLIC HILIC PROJECT NUMBER_: 64002 ENGINEER: HE 4XS DRAFTER: HE ISSUED DATE:I PLOT DATE SO 1-1.122016 06/2812016 ALL INFORMATION FROM= ALL INFORMATION FROM NUMBER: BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO PARTIAL ROOF FRAMING PLAN ALTERNATE ELEVATION(U.N 0 PARTIAL 2ND FLOOR FRAMING PLAN ALTERNATE EI EVATION(I I.N.O.) PLAN 1C FRENCH SCALE:1/4"=V-01, PLAN 1 B - TRADITIONAL SCALE:1/4"=V-01, S- 1 .3 SYMBOLS LEGEND FOOTING P2 SSW 21X9 SD3 SD3 SSW 21X9 -- __ �� DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) . -- ---I-- — --- _ __ I _._._._ REBAR " _1__J L_J__ L__J i i P% PAD NUMBER ■���111�^■ 7t P2 P2 x' V V�S 4'-0" i i X REFER TO 3NA FOR PANEL TYPE,MIN.2-2x40 EA END f-01yineeril go SHEAR PANEL LENGTH AND NUMBER w.ssiAN!SrosP ru." e DETAIL NUMBER L DX DETAIL SHEET NUMBER 4400 Campus Drive PARTIAL HOLDOWNNUMBER Newport Beach ALL INFORMATION FROM MUM.—, UM SPACING\ CA 926t50 FOUNDATION PLAN BASIC PLAN APPLIES TO X TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACED OPTIONAL PLANS(U.N.0) AS POSSIBLE SEE GENERAL NOTES ON SNA SHEET(S)FOR OTHER REQUIREMENTS.FOR NOWSHEAR WALLS,MASNMASAP MUDSILL PLAN 2 W/ OPT. STACKING DOOR �I.. ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END Newport Beach SCALE:1/4rr=1,_Or, — ..__._... .. .. T._ . / DISTANCE OF4"MIN PER ESR 82655 '��i EAR PANEL tell949.752.1612 SH X fax 949.752.5321 OI Palm Springs GHEOnst N/EPER tell760.323.5090 7 P3 - -� P ___ E I I NOUyF I I I X IL IL Iii. 64 L—� TOTAL MININIMUM ENIP, 7 �' �V i\3I1'-3" ® NUMBEROF 0' MAXIMUM ACHOR BOLT SPACING ANCHOR BOLTS 1jF C/V%t- Q2' I I 41 ? D1 T ° B ° IPAD SCHEDULE I i 5 1 l Lr--1SYM. PAD TYPE RESTRICTIVE NOTICE -�------- ______________ __ --- ---- -- T I _ _ THESE DESIGNS DRAWINGS,AND �— 2 I r L___ __—_s --J — Q Pi T-0"SQ Xt2"DEEP PADWI(3)Y/4 E.W SPECIFICATIONS AN THE E%CLUSIVE 1 PROPERTY OF GOUAS ENGINEERING L___J L———J L__ I CONSULTING GROUP,AND ALL P3 I P2 113" -HDROQM 4 Pz 7-WSQ X 17'DEEP PADW/(4)M4EW TINFORMTTIOO AU. NTSN SHOWN IS NO PART OF�n1ESE STRUCTURES M,O 2 ORReliatcouNOR CAN A EH DRAWINGS CAN BE COPIED,TRANSFERED, i I P3 SO XI-DEEP PAD W/(4)04 E.W. ^" WITHOUT WRRT BE CONSENT OF GOWIS I INGINEERINGCONSULTING GROUP I 3'J� _. _3S_SQ.X 17'DEEP PADW(5)N4 EW. COPYRIGHT Gouvls ENG NEE RING CONSULTINGGROUP2ae9ALLRIGHT S I PARTIAL ALL INFORMATION FROM RESERvm BASIC PLAN APPLIES TO P5 4'-0"SO%1T DEEP PAD W/(8)M E W FOUNDATION PLAN OPTIONAL PLANS(I I IN0) PROJECT: D ' i I- --� ' PLAN 2 W/ OPT. COVERED PATIO SCALE:1/4"=�'-0" P6 4'A"SQX12 DEEP PADW/(8)MEW AURA 4 I ° Westridge PA 2D °' I AND 12'-0" SLIDER I 'I ryp, PT 5'-0"SQ.X 17'DEEP PAD W/(7)RV E W. I P7 B _ v Pe 5'S"SQ.X 12"DEEP PAD W/(7)dS E.W. r , __ J ALL FROM C' I r 4 OPTIONAL PLANS(U.N O) I _I BASIC PLAN APPLIES TO ---2-- -- — -g ------� PARTIAL FOUNDATION PLAN aQ I SCALE:1/4"=r-o" HOEDOWN SCHEDULE __ I PLAN 2-OPT. BEDA W/ BA.3 T Ti U N O.S PLAN FOR PAB BOLTS -—_ SVM HOEDOWNS BOLTTVPES 2 r I , 3 I MIN POST SIZE CONIC PAD SIZES d SDi I I I I ST1 STHD10 2-2x4 OR 4.4 DEVELOPER: -�� P3 I I S01 I� S STHD14 2.2x4 OR 4x4 Pardee Homes -t------ i r1 1"1 rUUL D'I HTT5 2-2x4 OR 4 x 4 SSTB24 OR PAB6 1'A"SQ x12"DEEP e S I ^ �', 'ir,Y I W I ' D HDUS 4x4 8ST828ORPAB7 7.3"SQ.x15"DEEP ARCHITECT: "` I I �T' 1�p ,'----- L7 T-J Ps Lr O Bassenian Lagoni Architects D HD08 4x4 SSTB2B OR PAST 73"8r0.%15"DEEP I vA�A C /''-'� HDU11 4x8 PAN 7.9"SO x IS"DEEP T— I (JER RCH I HDU14 4x8 PASS 7-9"SQ x16"DEEP I 1, _..._ LOCATION: —._._ "I ALL SD7 I I :'ALL NOTE REFERT016/SoI FOR TO HOEDOWNS AN0175D7 FOR ST HOEDOWNS. Lake Elsinore I I I I Riverside 2 I I I I FOUNDATION NOTES _ CA — -- , I i — 1 REFER TO SNAFOR SHEETFOVREI &T REVISIONS 5 ----------J FOR SHEAR PANEL TYPE NV, 4 S 8 ON BOTH SIDES OF WALL, 2Q I L___—____- F1 I I 1 - I r , I E MIN axe SILL PLATES U.N O NO. DATE DESCRIPTION o B D D ----r— -- -----�---- I I I I S. PRIOR TO REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION,THE 1 062BII6 PLAN CHECK ________ SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS 2 Oh129/IB CLIENT REV. L 5 L 5 I 4 UPDATED soils I __________J I 2 P2 I I q i---------------------------L 1----------I--1 TABLE 3-3 2 1 SD1 D 2 D I I CONVENTIONAL FOUNDATION DESIGN PARAMETERS r- ExparlNon Very Low '''FP1 C.. _L SD7 I I I SD1 Lot it Ca Numbing 1-79 SD1 II I I I I I I L--- nesgn PlaPlasticity� -------J L—4 1 I L------------J L§ — � 70 Index A -- MEmbeame:P '12 md- -Z_J 1 P3 p� Fooling Width: SHEET NAME: O—Story 12 inches T 2 D Two-8bry 1 15inches FOUNDATION PLAN Footing No.4 reber,one(q M PLAN 2 81 OPT. Reinfonx+ment Iop,one(1)M bottom Slab Thickness Slab No 3rebar spaced S Relnf lab 24 inches on center both dlrecllona ALL INFORMATION FROM AR BxS-I0xl0 welded BASIC PLAN APPLIES TO 'real 1f1B��a Placed ht at PROJECT NUMBER: PARTIAL FOUNDATION PLAN ALTERNATE ELEVATION(U.N.O.) Dnde-Slab s4002 PLAN 2B-TRADITIONAL Requl M Sea Section 15 SCALE:1/4"=1'-0" Mlulmum 11a16 of Slab Su-- optlm m*.ne toe ENGINEER: PM Moisture depth of 121nchea pnor FOUNDATION PLAN topounngoancrete DRAFTER: PM PLAN 2A-S PA N I S H SCALE:1/4"=V-0" Garage Entrance Sea Section'4 Footing Embedmen If exlenor fcobtlp adjacentro dramage-at.are to eziet wdhm five(5)feet ISSUED DATE: PLOT DATE: 8 if"I"all of the swele,the fool hould be embedded aumclentl tc assure Adjacent to Swale. embedment below Me awalebolt MIS maintained Footing edlecent�slopes 1/11/2016 06/28/2016 and slopes ahoultl be embeddetl such that a least fiva(5)feet Is provided h......sly from edge or the footing to the IBM of the sloPe. SHEET NUMBER: S 2. STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED m 24 2X4 STUD 226 2-2X8 STUD 14 2X4 TRIMMER 6©2-2%8 TRIMMER //1,�1� T REFER TO MATCHED M D WALLS ON PLANS FOR INTERMEDIATE ERG 2 28 2X8STUD 324 32%4STUD 1ST 2X8 TRIMMER O 3.20 TRIMMER �� RDIRECTIONOFF OR MEMBER PER EFER TO MATCHED WALLS ON PLANS FOR INTERMEDIATEERG SSW 21X9 24 2-2X4 STUD 328 3-2X63TUD 4T 2.2X4TRIMMER 38T 3-2X6TRIMMER U \/-/v�/ U DIRECiIONOFDECK MEMBER PER SCHEDULE, D D3 SD3 i REFER TO MATCHED WALLS ON PLANS FOR INTERMEDIATE BRIG POST AND TRIMMER SCHEDULE SHEAR PANEL LENGTH AND NUMBER 5 1/4"X 14"PSL FL BM REFER TO SN-1 FOR PANEL TYPE,MIN.2-2x4 0 EA.END. GOMS O4%4 POST 412 4X12 POST O 4X4 TRIMMER Q 4%12 TRIMMER X DETAIL NUMBER �LL 4y1+� y y SDX DETAIL SMEET NUMBER ' 11-f�� ipx,�`®�� 48 4X6 POST O 6XS POST ®4X6 TRIMMER O 6XBTRIMMER nmwhhwg eAM�. 46T SD2 SD2 46T SD2 O BEAM NUMBER,REFER TO GOUVIS ENGINEERING CALCULATIONS - , SD2 O 4X8 POST 88 8X8 POST 4®4X8 TRIMMER O 6X8 TRIMMER O KEY NOTE NUMBER 4400 Campus Drive SD3 SD S 410 4X10 POST 88 8X8 POST 41 4%10 TRIMMER 8®BXB TRIMMER BEARING WALL Newport Beach r\ ® CALIFORNIA FRAMING CA 926W B B KEY NOTES Newport Beach PARTIAL R-11 L INFORMATION FROM ewP 4X6 4X8 4X8 7 CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN FLOOR FRAMING PLAN ASICPLANAPPLIES NS(IIITO — 2 (ax9497525321 TIONAL PLANS(U N.O.) OVIDS)/SOLID BLOC TH UPPER FLOOR STUDS)/POST(S) 4 75 1 1 Y ; - AND PROVIDE SOLID KING BETWEEN FLOOR PLAN 2 W/ OPT. STACKING DOOR SCALE:1/4" V-0" ___ -_ -{-. O(PROVILOUN WHEN POST IS LOCATED WITHINSW) 3 CONTINUOUS JOIST W/E N Ii Oq DRAG STRUT W/E N.SEE PLANSIDETAILS FOR LENGTH.SUPPORT END W/BLK'G Pahn Springs ' LINE OF 2X FLAT BLOCKING W/EDGE NAIL&CONTINUOUS CS10 STRAP OVER U N.O tel 760.323.5090 'I ©SEE PLAN FOR NUMBER OF SAYS SD2 li _ O8 CONTINUOUS FULL HT BLKG.W/E.N.SEE PLANS FOR NUMBER OF BAYS(U N O) W Q .I 7 CONTINUOUS LINE OF BLOCKING W/EDGE NAIL 1 G) 1 O UNDER SHEAR WALL ABOVE WI(1)CS18,U N O SD2 j o B O BLOCKED ROOF DIAPHRAGM W/Sd's®4"O.0 B.N.,8"O.C.EN,&12"O.0 FIELD NG qg 48 Roof Load •i BLOCKED FLOOR DIAPHRAGM W/10d's 0 4'O.0 B N.,6"O C.E N&12"O.0 FIELD t♦ Vf1„ Dead Load-20 pdr Live Load =20 pof I 2 10 SHEAR TRUSS W/E N TRUSS TO TRANSFER 180 PEP MIN.(U N OJ BXB = Total -40 po TRUSS HANGER BY TRUSS SUPPLIER 64238 B a ,� i P =100 ,2 (1)SIMPSON TS22 FLUSH BEAM TO DROP BEAM(U N.0) 7 1 Q P'+ i - . J, SD ..`� PROVIDE SOLID BLOCKING w�, C/V I V �/ % 13 I 2 SD I _X DRAG TRUSS W/E N.TRUSS TO TRANSFER 16508 FORCE MIN(U N O) E OF CAUFOP I , SD2 1 4A PLF=100 ---- --- �. SD2 L/1-I I 15 BLOCKED OPENING SEE DETAIL 15/SD2 A;, S 7 FRAMING SCHEDULE `J 1 12 x SD3 S°2 i j�� -f � �- B T'— RESTRICTIVE NOTICE I I �, �- Y . ; LE SD3 2 1-5 t ,I`-)' ,,1 75 •�.F,,_-_ iO DESIGNED ROOF TRUSSES 24"O.C. 46T 46 46 ' i' �` I i , I ( THESE DESIGNS DPAWINGS,AND THEEXCLUSIVE SD SD3 6 B - 4X8_-- I :_ __. O 14"TJI210 WOISTS(OR EQUAL 192"OC SROPIDECIF ATIONS ARESENGINERING B I - /r--}--I• - )® �CCONSULTT NG GROUP,AND ALL G ___________________ ______ ___________ SD2 I (XQ $p O 14"TJI2101JOISTS(OR EQUAL)618'OC ON S—N IS CONFIDEPITIAL TO ALL RPRUEC PIENIS AND NO PART OF THESE ---- DRAWINGS CAN BE CORED TRANSFERED, 1 2 b 1/4"X14"PS FL BM CONT 6X10 O 2 3 < 14"TJI 360 WOISTS(OR EQUAL)018'O C OR REPRODUCED,NOR CAN ANr J STRUCTURES BE BUILT FROM THEM l ..L 3 i•• : 0' I O 14 TJI 580WOISTS(OR EQUAL)@16"OC. WTHOUTwRITMNCONSENTOF GOWIS I _ _ T -- 26 A 46T ID --- --- --- _ $ 1 ENGIN�AING CONSULTING GROUP i, -I r i- SD2 -- I O 2%12 DECK JOISTS RAFTERS 01&-0C COPYRIGHT GO W IS ENG IN FERING 7O 2 X 10 ROOF JOISTS/RAFTERS 18"O.0 CONSULTING GROUP 2M ALL RIGHTS I _ lX8__ 4X6 RESERVED I i M 4X6N 4X8 O 15 2%8 ROOF JOISTS/RAFTERS 78"O.0 b 5 LEVEL B ISE _.__-. __.. ..._-_ PROJECT: MANUFACTURER I ROSEBURG \l 2 I 224 46 48 46 48 WEYERHAEUSER PACIFIC CASCADE AURA ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 2 r m TJI 210 LPI 38 BCI 6000.17 RFPI400 / 11718" TJI360 LPI58 Sol 80-20 RFPI.70 Westridge PA 2D 44 I TJI580 N/A BCI 90-20 RFPI-90 PA. � ,I DEPTH TJI 210 LPI 32 PLUS BCI 6000-1.8 RFPI400 SD3 qq i _ EDF.O^PA 4• 14"816" TJI 380 UPI 58 8CI 60-20 RFPI.70 K r N T i X I rr��Ir�� v TJI 580 WA N/A - -RFPI-90 $D2 D2 SD2 n FRAMING NOTES 7 O 1 1 REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS(SN-1&SN-2) 3 _ 2 j n FOR MORE INFORMATION I I� 2 REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON-BEARING WAS AT ROOF LEVEL --'--' ) `n 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS,UNLESS APPROVED BY i ... ' GO 48 4X8 UVIS ENGINEERING CONSULTING GROUP IN WRITING 4%8 4. AT DOUBLE SIDED SHEAR WALLS,POST W/E.N PER PLAN TO RECEIVE E N FROM DEVELOPER: BOTH SIDES. O I _ ______m 3 4X8 4X8 ❑ 5. WHEN MUD IPLE STUDS ARE USED INSTEAD OF A SINGLE POST,PLYWOOD Pardee Homes O SD3 LLi a a B SHEAR WALL TO BE NAILED O ALL STUDS RECEIVING HOEDOWNS m N I �j B 6 APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS DO NOT BREAK SHEAR _. __- 2 AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS .. i EXTEND TOP CHORD OF TRUSSES ARCHITECT: 2 U -- — PARTIAL 2 I U 48 SD3 a SD2 ALL INFORMATION FROM Bassenian Lagoni Architects �i „ E " ] 7 ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST B _ SD3 5 il8"X19 1l2"GLB DR BM BASIC PLAN APPLIES TO DRILLED CLEAN CUT W/1/16"OLERANCE.DO NOT NOTCH OR CUT PLATES O t2X. J l Q FLOOR _FRAMING PLAN OPTIONAL PLANS(U N.O.) 8 ALL BEAMS SHOWN ARE DROP(U N.0)ON PLANS. mA I ......._ 2 O O 2 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE ",Ip"z,a"Ls� PLAN 2-OPT. BEDA W/ BA.3 SCALE:1/4"=V-O" USED,AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN LOCATION: LSL FL (;A rf,ti1 t M ROOF FRAMING PLAN SIMPSON'S,AND SUBJECTED O THE APPROVAL OFGOUVIS ENGINEERING. ------_ v LL LL 10 USE SIMPSON"IUSATSA1310"HANGERS FOR CONNECTION OFI-JOISTS TO OTHER Lake Elsinore 13/4"X14"LSL N PLAN 2A-SPANISH SCALE:1/4"=11-0" FRAMING MEMBERS(U NO)AND"LUS"HANGERS FOR CONNECTION OF SOLID JOISTS. Riverside 11 ALL WOOD-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI400, CA --- G EWS-Z725B(PERFORMANCE RATED WOI3T STANDARD)OR ASTM D5055 QUALIFIED PRI400,MANUFACTURED.IJOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE SD3 Q__ v v SD2 12 THE FOLLOWING BEAMSMEADERS/RIMS CAN BE FROM ANY MANUFACTURER m 2 SD3 WITH CURRIE T APPROVED ICCES-EVALUATION REPORT WITH THE FOLLOWING REVISIONS v SD2 MECHANICAL PROPERTIES z ~ Tj A SA FOR"LVL"&"PSL"BEAMS NO. DATE DESCRIPTION I� V 4X8 z 15 SD SD2 26T F SD2 SD2 26T Fb-2900 psi(MIN),Fv=290 psi(MIN),E-2 0 x 10s psi(MIN) SD3 FOR"LSL"BEAMSIHEADERS, I 06/28/I6 PLAN CHECK 8 Fb=2325 PSI(MIN),FV=400 Ps1(MIN),E-1.55x 10s'pu(MIN: _ CUENT REV. 5 15 b Q 8D O g7(,p FOR MANUFACTUREDR68-BOARDWIn1 MIN 11/4"THICK,CONTI'UOU$4Y. 2 OW29116 UPDATED SOILS 2 - __ _________-__._______ SUPPORTED BY MALL TCHES JOIST DEPTH , SD3 1/8"X131/2"GLB HD ..........._... ........... ._. .... .-.... _________ ______ PFc (PERPENDICULAR). -1680 psI(MIN) •,. CONT.13/4" 4"LSLF BM t18'-3") ---- ---- __CORT'L=20'-"9"£' "' F--------- ® ® FL,1075 PR(MIN(, .E-13 x�psi(psi MIIN) QO5 O 5 , B GLU-LAM BEAM SHALL BE 24F-V4,DF/DF 2 48 46 - Fb=2400 psi(aBOTTOM,Fb=iB50 pet(aTOP SO ° D9 45T 46T 46 SD3 Fv=265 p"(MIN),E-1.8 x 10e,psi(MIN). SD 1 SD3 '( $ 13 A 4A(ALT 2-2x6)HDR.SHOULD BE USED AT ALL OPENINGS IN EXTERIOR& r� I 2 88 j� INTERIOR BEARING EARI GWHEADER SIZES PLANS REFER TO THE FOLLOWING TABLE 2 88 SD3 O C•Jhl'�r' i PLAN DESIGNATION HEADER SIZE ALT HEADER SIZE' 3 SD2 D SD3 Hi -__ 4xa 2-2x4 sD O O H2 4.8 1 2.2x6 III SHEET NAME: 4X6 �--AXB---" 2.2x SHALL BE PLACED ON END W/1/2"PLYWOOD SHIM BETWEEN PROVIDE FRAMING PLAN "---'--- 61N'X11 7/8'PSL 5 1/4"X11 7/8"PSL 16d RAILS 016.O C,STAGG.,BOTH SIDES. PLAN 2A$OPT. 14 THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN 1 BEARING WALLS,U.N O.ON THE PLAN.REQUIRED TRIMMER MUST BE APPLIED EACH END OF HEADER. 44 M i BD 46 SD2 48 $D CLEAR SPAN L 510'-0" L 2 10'4" D2 i� SD3 2x4 2-2x4 SEE PLAN PROJECT NUMBER: 15 FLOOR TO FLOOR HOLDS— X APPLY DETAIL AT EACH END OF SHEAR WALL SD PER PLAN(2)LOCATIONS PER ALL AS SHOWN BELOW SEE TABLE FOR TYPE& 64002 DETAIL REFFERENCE MIN POST SIZE IS NOTED IN THE DETAIL PER REFERENCES PER REFERENCE&PER REFERENCES PARTIAL PARTIAL PAN APPLYDETAI LAN APPLYDETAI LAN APPLY DETAIL ENGINEER: PM ALL INFORMATION FROM ALL INFORMATION FROM 2 BASIC PLAN APPLIESTO BASIC PLAN APPLIES TO AO IA/SD-3 D 1DISD3 G 1G/S63 DRAFTER: PM FLOOR FRAMING PLAN OPTIONALPlANS(UNO.) FLOOR FRAMING PLAN OPTIONALPIANS(UNO) OB ,gp3,a- g E 1E/8D3 ISSUED DATE: PLOT DATE: PLAN 2A&2C-OPT.COVER PATIO SCALE:1/4"=,'-o' PLAN 2A&2B&2C-OPT.DECK SCALE:1/4"=,'-�" C ,C,SD3 F F,SD3 X X 1/11/2016 06/26/2016 FLOORFRAMING PLAN 16. INTERIOR NON-BEARING&NON-SHEAR WALLS MAYBE FRAMED WITH 2x STUDS SHEET NUMBER: PLAN 2A-SPANISH AT PLANS. MA% SCALE:1/4"=1-O° 17. TOOK PLANS S AT ALL ROOF FOAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. 18. CONTINUOUS 1 W ESE RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES . WHERE POSSIBLE ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLECS16%36" $TRAP PER 4A/SD2 U NO.ON PLANS. - ----------------------------------- ux I - I � I I F_ I I j _ ! �//I�//l1 T .J j'' li���'- i � I �V • iS SD2 � o I I I i 24 ' // •�'�' .._.__.'_,' 4NeCampus D n've 4 GT. Newport Beach CA 92660 (D t Newport Beach I I i — I A•" �` tel 949.752.1612 J.-----,J fax 949.752.5321 I• SO Palm Springs tel 760.323.5090 BX12 �.; ---....----"------ L No 04238 4X6 Exp. 7 —_--_. ------ -- ..._._ g TYP. ! T C/V,,. L---- Q? _— _ 3 Till ^'._ .. ..._..._..----- .. .. ..._...___. 224 G.T. 24 'FOE CAU'�O• - llllll 5 S + 81 "X1T RESTRICTIVE NOTICE F3 A. 9 O I� -i�' I-I__-_ - I ,r• lY' I I,Y 6A STHEE DE SIG NS DMWINGS,AND 46T R TIONSA N E� SD2 PROPERTYOFGOUVIS ENGINE RING INFORNGGROUPANDAUL GROU%ONRDE MAL OAURSIIOWDN PARTO THEE E c I I DMWINGS CAN BE COPIED TRANSPIRED,. - "--' OR REPRODUCED,NOR CAN ANY I STRURURFS BE BUILTNSU FR NG GROUT OM THEM E AAI_r' I WITHOUTWNINEENNGCON CONSENT OF GOUVIS EN I'4 Y LT ^ n 4X8 COPYRIGHT GOUVIS ENGINEERING 0 A R A = PARTIAL ALL INFORMATION FROM CONSULTING GROUP IOBB ALL RIGHT$ RESERVED BASIC PLAN APPLIES TO FLOOR FRAMING PLAN OPTIONAL PLANS(U.N.0.) PROJECT: PLAN 28-OPT.COVER PATIO SCALE:1/4"=1'-o" AURA PARTIAL ROOF ALL INFORMATION FROM Westridge PA 2D BASIC PLANAPPLIES TO FRAMING PLAN ALTERNATE ELEVATION 2 � ALTERNATE ELEVATION(U.N.O.) }D SD2 SD3 46 PLAN 213-TRADITIONAL SCALE:1/4"=F(Y 4"LSL FL B 44 I 2 ---------------------- ---- -- ------- K CONT.1 3/4"X14"LS FL BM Oi „ ,a ..•.'. '. .._.I:. .'....i DEVELOPER: a SD 44 D2 i p Pardee Homes .. n 4X8 4X8 O- '` '� ARCHITECT: n, Bassenian Lagoni Architects ALL INFORMATION FROM BASIC PLAN APPLIES TO1. LOCATION: PARTIAL FLOOR FRAMING PLAN ALTERNATE ELEVATION(U.N.O.) ° SCALE 1/4"-1'0" �.,:' PLAN 2B-TRADITIONAL -� RivLakerside PLAN �; - Riverside E�, �� l CA hx._ .J REVISIONS r' i/ � 1 � 'pi 0 NO. DATE DESCRIPTION �-- .. ' 1 i I 06/2a/16 PLAN CHECK UPDATED SOBS I I ' hi I,I SD2 _____ 4X8 4). 1 j I .. ......... y X 1 ; „ SHEET NAME: PARTIAL FRAMING PLAN PLAN 213&2C&OPT. ------------------------------------------- E;:DRCOV E�TEND TOP CHO RDOF TRUSSES PROJECT NUMBER: 64002 JRIJ� -- ---') 0 ENGINEER: PM 4X6 DRAFTER: PM - --------- 46 46 s ISSUED DATE: PLOT DATE: 1/11/2016 06/28/2016 ALL INFORMATION FROM ARTIAL ROOF ALL INFORMATION FROM SHEET NUMBER: BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO PARTIAL FLOOR FRAMING PLAN ALTERNATE ELEVATION(U.N.O.) RAMING PLAN ALTERNATEELEVATION(U.N.0) PLAN 2C-FRENCH SCALE:1/4"=V-0" PLAN 2C-FRENCH SCALE:1/4"aV-0" S-2.3 SYMBOLS LEGEND FOOTING 5 u 'i%%AW DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) —• — REFAR PAD NUMBER T��/7�,C SHEAR PANEL LENGTH AND NUMBER. �g V ♦ S REFER TO SN-1 FOR PANEL TYPE,MIN 2-2z4®EA.END a h3 g n 7j 1 X DETAIL NUMBER Y'" DPP—u1d"A8-.P ,. SDX DETAIL SHEET NUMBER O440D Campus Drive X HOLDOWN NUMBER Newport Beach �X MAXIMUMSPACINGI CA 92660 TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACED AS POSSIBLE SEE GENERAL NOTES ON SNA SHEET(S)FOR OTHER REQUIREMENTS FOR NON-SHEAR WALLS,MASAIMASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END Newport Beach 1 DISTANCE OF 4"MIN.PER ESR Y2556 SHEAR PANEL p 2 D Sp, p 2 D fax 949.752,5321 5 5 rHE Palm Springs tel760.323.5090 2 FI I I I I I I i I P2 P2 NO 2 r--- r I s I D I ---- L-- Fr — I I--------I—---�-- X 6129g TOTAL MININIMUM �• 7 Q 12 ' I I J I T j i MBEROF MAXIMUM ACTOR BOLT SPACING ANCHOR BOLTS „� (•+yV 1` �r D 2 D Di I I Tr— T _ I TYP. P3 rL —� i So, i i i PAD SCHEDULE - F�F°A�,w� t - ._. 5 r , r I SD1 I J 4 I I f l I S'YM. PAD TYPE RESTRICTIVE NOTICE UDI —————— --t--- _I I _ II Pt 2'•T SO X12"DEEP PAD W/(3)N4 E.W. THESE DESIGNS DRAWINGS,AND I 17 L J I SPECIFICATIONS ARE THE EXCLUSIVE P2 L_ SDI SDI I - FROPERT'OF GOUVIS ERGINEERING P4 I I CONSULTING GROUP.AND ALL P2 YA"30 X 12"DEEP PAD W/(4)04 E.W INFORMATION SHOWN IS CONFIDENTIAL TO ALL REGIMENTS AND NO PART OF THESE r 1 r DRAWINGS CAN BE CORED,TRANSFERED, l 2 I .I g,•.la' I $D1 (� —� I TYP STRUCTURES R REPRODCTURE BE BUILT R O THEM D f------ _ ---------- _ I --_ - I P3 AW 3'-0"SQ X12"DEEP PAD W/(4)R9EW ROUTWIRESEE CONSENT OF GM III;I I P4 f l I I I I WITHOUT WRITTEN CONSENT OF GOWIS ENGINEERING CONSULTNG GROUP L__1 J I -------t_—�--- 7 -- I I SD1 r— j Po 3'49"SQ X12"DEEP PAD W/(8)fM E.W I I 1I —I— T- Pz L—�rJ COFYRIGHT ll --F--- l_i __ ___ _ CONSULTI LRIGHT$ 41 SQ X 12 DEEP PAD E W. RESERVED I I I ,T ; NG GROUP 100E AL 117 PROJECT. UV ENGINEERING 4, ,. W/(6)R4 ES I II l i I lK. -- II t P5 4'8'S0 X12"DEEP PAD W/(6)04 E.W AURA III P1 AURA I ALL INFORMATION FROM ALL INFORMATION FROM BASIC PLAN APPLIES TO PARTIAL FOUNDATION PLAN BASIC PATE ELELIES T (U.N�O.) PARTIAL FOUNDATION PLAN ALTERNATE ELEVATION(U'N O.) 5°'s°X'2°EEPPA°w"".SE.W Westridge PA 2D PLAN 3 - OPT.COVERED PATIO SCALE: -1 0 PLAN 3 - OPT.COVERED PATIO SCALE: =1-0 B 5'S'SQX12"DEEP PAD W/(7)#5E.W p I -------------- - -- +- W/OPT. GLIDER AT KITCHEN W/OPT.SLIDER AT GREAT ROOM L ----- -- -- -- ---- --3 HOLDOWN SCHEDULE � r. SYM. HOLDOWNS U N O.ONLAN T 3 P BOLT TYPES CONC PAD SIZES FOR PAB BOLTS I I sD, I I I I I ST1 STHD10 2-2x4 OR 4x4 DEVELOPER: vARr,n._ i I G -'`Y I I G'ARA;_ S STHD14 2-2x4 OR 4 x 4 Pardee Homes Di HTT5 2-2 x 4 OR 4,4 SSTB24 OR PAB5 VS"SQ.x 17 DEEP I AO D, � Q I I � I 10 PER I I I HDUS 4 x 4 SSTB28 OR PAB7 2'S"SO x 15'DEEP I 1--,rl FIRCH. a 3 I ARCHITECT: I I HOQB +xa SSTB2BORPAB7 2'-3"SQ.x15"DEEPBassenianLagoniArchitects , I : r 1 NDU11 4x8 PABB 2'S"3Q x18"DEEP r �-----I _1____________________�_ D5 HDU14 4x8 PABB 2'S"80.x 14'DEEP LT FL J J i L� r---- L LOCATION: W U I L' J NOTE:REFER TO 18/SD,FOR TD HOLDOWNS AND 17/SDI FOR ST HOLDOWNS I so, sot o I I I I I I Lake Elsinore NW 3D, I I I I I I FOUNDATION NOTES CA I I I I I a I I I I I I CA I I I I I I I I I I I 1. REFER TO3N-1 SHEET FOR MOREINFO. I D1 I I I I T I I I I I i 2 FORSHEAR PANEL TYPE'3 '7570N BOTH SIDES OF WALL, REVISIONS h1 I I I I I 'i'I kCl1 I I 0 I I I I I I I I I I I MIN 3X6 SILL PLATES U N 0. NO. DATE DESCRIPTION -- J L--- —J L-------------- -------- I I J---- ----------------------- FE IORTOREQUESTINGABUILDING DEPARTMENT FOUNDATION INSPECTION,THE I 06R8/l6 PLAN CHECK -- -, L I" I ILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS 2 06/29/16 CLIENT REV --L- ........._..._..... _.__........ ..... ..-._.___._........-..._... UPDATED SOILS 5 5 5 5 —J 6 TABLE 3-3 CONVENTIONAL FOUNDATION DESIGN.PARAMETERS SDt 2 5 p D D 2 D $D1 D 2 5 , Q 5 !— —p 2 p p 2 2 Potential very Low Q Potemi 2 - SD7 Sod CeKgd _ 1 2 2 D -- S p Lot Nu A". 1-79 SDI Demgn Plasticity. 10 l dez Embed Minimumment'Fodblg- 12 Inches Footing Width. - SHEET NAME: One-Story 12 inch. Two-story 1 15inches FOUNDATION PLAN Footing No.4rebar,one(1)on PLAN380PT. Reinforcement top,one(7)on bottom ALL INFORMATION FROM Slab Thidrnen FOUNDATION PLAN PARTIAL FOUNDATION PLAN SIC PLAN APPLIES TO ALTERNATE ELEVATION(U.N.O.) Slab 2a iotheo� Reinforcement bothdirections PLAN 3A - SPANISH SCALE:1/4"=1'-a° PLAN 3C - FRENCH SCALE:1/4"=1'-q AL,mean pl welded aced slab mid height at PROJECT NUMBER: UndBr-Slab See Section 1.5 6`YOOZ Requirement Minimum 110%of Slab Substrate optimum moietumtca Moisture depth of 12 Inches prior ENGINEER: PT lop.Unngooncrele DRAFTER- PT Garage Entrance See Section 1.4 Footing Embedean Xexlerior foo5ngad)acem to dminage.wales a re W swat within fwe(5)feet ISSUED DATE: PLOT DATE: Adjacent to Swalea horizontally of the swab,the looting Should be embedded sufficiently to...U. and elopes bedment below the"wale bottom is maintained,Footing adjacent to slopes 1111/2016 06/28/2016 should be embedded such that a least five-(5)feet a pmwdee horizontally from edge of the fooling to the few of the slope. SHEET NUMBER: S-3. 1 STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND A 4A ® POST OR TRIMMER AS NOTED SW SD 2 2 SD2 PLF-100 24 2X4 STUD 228 2-2X6 STUD &2X4 TRIMMER ®2-2X6TRIMMER <^E---(�X DIRECTION OF ROOF MEMBER PER SCHEDULE, 0•i� �V V� V� REFER TO HATCHED WALLS G B ON PLANS FOR INTERMEDIATE BR' 46 48 qg qg SD2 B O 2X6 STUD 324 3.2X4 STUD 18 2X8 TRIMMER O 3.2X4 TRIMMER U V 4 DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE SR'G 2-2X48TU0 328 3-2X6 STUD ©4 2.2X4 TRIMMER O 3.2X6 TRIMMER [_ ^_\ DIRECTION OF DECK MEMBER PER SCHEDULE, ------_-________________-___-__-_______ 8 3 -��7 REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G 2 —- — POST AND TRIMMER SCHEDULE / O O O REFER TO SNA FOR PANEL TYPE, N.2-2x40 EA END CC L SHEAR PANEL LENGTH AND NUMBER aGOMV j \ / M 4X4 POST 412 4X72 POST 44T 4X4 TRIMMER 42T 4X12 TRIMMER I / X DETAIL NUMBER SD g SDX DETAIL SHEETNUMBER �i ; ? \ / O 4X6 POST O BX6 POST ®4X6 TRIMMER ®BXB TRIMMER 'i 4 \ / XO BEAM NUMBER,REFER TO GOUVIS ENGINEERING CALCULATIONS mrou0uiX8rPRP�n 1y O j $ / 48 4X8 POST 88 60 POST 48 4X8 TRIMMER 8®6X8 TRIMMER KEY NOTE NUMBER 4400 Camp us Drive 2 I O 12 X 410 4X10POST 8B 8X8POST 41 4X10TRIMMER 88 8XSTRIMMER BEARING WALL Newport Beach 2 SD2 $ 48 D + ® \ + CALIFORNIA FRAMING CA 92660 46 4 A \ $°� D KEY NOTES 2 5 SD2 2 % \ SD2 - _CONT. 12__. ". 44 O3 48 SD3 SD O1 Newport CONTINUOUSTIMBERSTRANDORSPLICEPERPLAN Beach ...... ______________ __ ________ RAG ALIGN STUDS)/POSTS WITH UPPER FLOOR STUD(S) 612 D GTtl7 W/E N 1 () Posr(s> tel 949.752 1 8 i 4X8 (F-11000) 44 0 AND PROVIDE SOLID BLOCKING BETWEEN FLOOR fax 949.752.5321 QQ D 2 (PROVIDE E N.WHEN POST IS LOCATED WITHIN S W. 46 SD O l m 2 - ---.- / O CONTINUOUS JOIST W/E N ) 2 O DRAG STRUT WIE.N.SEE PLANS/DETAILS FOR LENGTH,SUPPORT END W/BLK'G Palm Springs 2 - J SD3 YY p C A O SEE PLAN FOR NUMBER OF BAYg GE NAIL.8 CONTINUOUS CSi6 STRAP OVER U N O tel 760,323.5090 48 t f E':'.-" 8 CONTINUOUS FULL F BLOCKING NG W/SEE PLANS FOR NUMBER OF BAy3(U.N.O.) U MAX 3,1 "X14"LSL FL BM - 14 C \ O CONTINUOUS LINE OF BLOCKING W/EDGE NAIL ^ 6: _ _ UNDER SHEAR WALL ABOVE W/1 C318,U.N O SD3 '� r a 2 HU - f 8 BLOCKED ROOF DIAPHRAGM W/8Ch 0 4"O.0 B N.,6'O C.E.N&12"O.C.FIELD. I^` i 2 - 9 BLOCKED FLOOR DIAPHRAGM W/10tl's 4"O.0 B N 8"O C E N 81T'O.0 FIELD HOF I-oBG..- SD ♦ L—__ N, O $ —_— SD3 O F LI LOea=20 p8r -.-"- -,- 10 SHEAR TRUSS W/E N TRUSS TO TRANSFER 180 FLY MIN.(U N O) __- v6 LOed =20 -I-..... O TRUSS HANGER BV TRUSS SUPPLIER 64236 -i-L��---- TOte1 =40�f BEAM DROP BE ( N ) 11 2 $ 1 __ _ 12 (1)SIMPSON T822 FLUSH AM U .O 7 PLF 120 __-__-_g 13 PROVIDE SOLID BLOCKING 0 B OP C DRAG TRUSS W/E N.TRUSS TO TRANSFER 16800 FORCE MIN(U NO) OF CALIF , 5/SD2 BLOCKED OPENING SEE DETAIL 1 ___ _ -== -_ - ' - FRAMING SCHEDULERESTRICTIVE NOTICE soz qg _..-"-""- _,_ A:�� .--. j I SD3 SD2 a - -- O DESIGNED ROOF TRUSSES®24"O C. c \I ",1.� ,,,.-- , THESE DESIGNS DRAWINGS,AND -'- --- ----- ,f _"_'__ O 14"TJ1210WOISTS(OREOUAL)®192.00 --- --- SPKIFK:ATIONS ARE THE EXCLUSIVE I __ PROPERTY OF GOUVIB ENGINEERI " -'---""'- --- : -- 2 O 14"TJI 210 WOISTS(OR EQUAL)®16"OC INFORMATIONSHOWNIM ANDALL I _ I" P Typ SD2 O TO ALL RECIPIENTS AND NO PART OF THESE I -- 4 14'TJI 360 HJOISTS(OR EQUAL)01W O C .....__.. I" X4a 13/a"x1a^ OR REPRODUCED,NOR 8 MUCTURES BE BUILT GN ANY a LSL FL b� 31/2"X14"LSL FL I I PLF=120 DRAWINGS CAN BE COMM,TMNSFERED, J5 14"TJI 5801JOISTS(OR EQUAL)0 18"O C ENGINEERING CONSULTING GROUP ` a �,_ -' '✓ 2X 12 DECK JOISTS/RAFTERS 01S'O.0 '^'I ENGINEERING NGINERINGC CONSENT OPGO u'ns 8X12 2 1 �i __ ___ I - 7O 2 X 10 ROOF JOISTS/RAFTERS 18"O.C. COPYRIGHT GOUVIS ENGINEERING 2 324 324 _ ,v CONSULTING GROUP 2008 ALL RIGHTS -- - -- - O2 X 8 ROOF JOISTS/RAFTERS 0 Is-O C. RESERVED 7 I'""'SD3 ;jla>a SD3 SD3 -(" '( , ^ I I PROJECT• SD2 SD3 OISE m a :,rr__ .. I - I MANUFACTURER WEYERHAEUSER PACIFIC CASCADE ROSEBURG AURA SD3 L%a. % ICC-ES REPORT ESR-1153 ESR-1305 ESR-13M ESR-1251 44 3 i TJI 210 LPI 38 33I600D-17 RFPI-000 2 SD2 J 2 2 117/8" TJ1380 LPI56 BCI60-20 RFPI-70 Westridge PA 2D 44 "A D2 DEPTH TJI 5B0 WA BCI90-20 RFPI-90 31/2"X74"LSL FL BM qxg O SD 44 7JI210 LPI 32 PLUS BCI 6000-1.8 RFP1400 228 TJI 360 LPI 58 BCI 80-2.0 RFPI-70 4X8 4X 4X6 _-- TJI 560 WA N/A RFPI.90 44 O DRAGGY#iW/E.N FRAMING NOTES 1 REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS(SN-i&SN-2) SD3 FOR MORE INFORMATION SD2 SD2 SD3 2 REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR 2 A i 1 NON-BEARING WALLS AT ROOF LEVEL + SD3 O SD3 SD2 SD 3. SHEAR WALE CANNOT BE USED AS PLUMBING WALLS,UNLESS APPROVED BY 44 qq A I, ' GOUVIS ENGINEERING CONSULTING GROUP IN WRITING.,CK 1/2"X14"2.0E PSL FL BM B j 4 AT DOUBLE SIDED SHEAR WALLS,POST W/E.N.PER PLAN TO RECEIVE E.N FROM DEVELOPER: BOTH SIDES. 1 ---- 4X8 4X8 4X8 5 WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST,PLYWOOD Pardee Homes 4X8 SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS "'-- --------------- 4 15 4 6 APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS DO NOT BREAK SHEAR -�ONT�(iT 2 AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS — ----------- -------------- ----- 44 B ARCHITECT: 44 44 48 D3 A ST 48 2 2 SD PLF=100 Q2 7 ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUSTBE Bassenian Lagoni Architects SD 2 SD 2 DRILLED CLEAN CUT W/1/16'TOLERANCE.DO NOT NOTCH OR CUT PLATES 8. ALL BEAMS SHOWN ARE DROP(U.N.O.)ON PLANS, 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED,AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN LOCATION: 2 SIMPSON'S,AND SUBJECTED TO THE APPROVAL OFGOUVIS ENGINERING. 10 USESIMPSON"IUSATSN310"HANGERS FOR CONNECTION OFFJOISTSTOOTHER Lake Elsinore FRAMING MEMBERS(U N 0.)AND"LUS"HANGERS FOR CONNECTION OF SOLID JOISTS. R' Is ide 11 ALL WOOD 4UOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI400, `IV FLOOR FRAMING PLAN ROOF FRAMING PLAN EWS-Z725B(PERFORMANCE RATED IJOIST STANDARD)OR ASTM DW55 QUALIFIED PLAN 3A - S PA N I S H PRI400,MANUFACTURED.WOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE SCALE:1/4"=V-0" — 12 THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER PLAN 3A - SPANISH SCALE:1/4"=V-0" WITH CURRENT APPROVED ICC ES-EVALUATION REPORT WITH THE FOLLOWING REVISIONS _-1`T�"1/ ... A-� �" MECHANICAL PROPERTIES f- 1 ----------------- -- _ FOR"LVL'&"PSL"BEAMS O DATE DESCRIPTION "" v FOR"SL"BEAMS/HEADERS:290 per(MIN),E•2 0 x IDS psi(MIN) 1 06/28/16 PLAN CHECK 6 - _, t Fb-2325 Ps1(MIN),Fv=400pa1(MIN),E=1.55x10°Kpi(MIN). _ I c :'1 FOR MANUFACTURED RIM BOARD WITH MIN I IM"TRIG CONTINUOUSLY UPDATED ETEDSOILS 2 0629116 _ SUPPORTED BY WALL,AND MATCHES JOIST DEPTH: I I I I = _ - ' Fe I(PERPENDICULAR)...,.= 680 psi(MIN) ' Fc//(PARALLEL) � � 1400 psi(MIN) ; -1075 pe1(MIN), 3x10'ps,(MIN)4 1 DED'OCM ( GLU-LAM BEAM SHALL BE 24F-V4,DF/DF t Fb=2400 p1®BOTTOM,Fb=1860 Pal(I TOP ,OC?.`'_ \F.,�\V') - 'J:?V J� Fv=265 P.(MIN),E-1.8 x 10'pl(MIN) O „r "`{ " A4x8 ALT. HDR SHOULD BE USED AT ALL OPENINGS IN EXTERIOR& \tt-���••:�,'�t"';;t?:�f,ry 'Ot INTERIOR BEARING WALLS UN O ONPLANS REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. r PLAN DESIGNATION I HEADER SIZE ALT HEADER SIZE' H1 4X4 2-2x4 I B t=SDI t< ttcr=. r c .'' H2 4z8 2-2x6 SHEET NAME: 4XB 4XB 4XB GT#1 )pV1O;t L'1 D�d'��„<JL" '2-2 x SHALL BE PLACED ON END W/12"PLVN/OOD SHIM BETWEEN PROVIDE SD IBt50+.3 ,I; 18GNAIS�18"OC,STAGG.,BOTHSIDES PRAAMIA&PLAN 14 THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN 8D3 g g OU�r85 e' BEARING WALLS,U N.O.ON THE PLAN REQUIRED TRIMMER MUST BE APPLIED •^n �+ -O�DBL TJI-210 0 EACH END OF HEADER. + CLEAR SPAN L 1 -0" e'-0"�L S 10'•0" L 210-0" 14 2x4 2-2x4 SEE PLAN CONY.BX12 - 15 5 FLOO 4XB -4X8' R TO FLOOR HOLDOWN X APPLY DETAIL AT EACH END OF SHEAR WALL PROJECT NUMBER: PER PLAN.(2)LOCATIONS PER ALL AS SHOWN BELOW SEE TABLE FOR TYPE&HE 64002 DETAIL REFFERENCE MIN POST SIZE IS NOTED IN T DETAIL "'-- -- PER REFERENCE&PER EFERENCES PER REFERENCES qg T 8D3 PLAN APPLY DETAIL LAN APPLY DETAI LAN APPLY DETAI 2 48 axB 4xs axB ENGINEER: PT 44 8 2 2 2 L� O 1A/30.3 <0l1o/s0-3 G 111/813,3 X DRAFTER: PT OB 1BISD-3 E 1E/SD-3 ISSUED DATE: PLOT DATE: SD A A C PLF=100 ALL INFORMATION FROM !C/SD-3F iF/SD-3 -" X x 1/11/2016 06/28/2016 PARTIALFLOOR FRAMING PLAN BASIC PLAN APPLIES TO ALL INFORMATION FROM 16. INTERIOR NON-BEARING&NON-SHEAR WALLS MAYBE FRAMED WITH 2xSTUDS SHEET NUMBER: ALTERNATE ELEVATION(U.N.O.) PARTIAL ROOF FRAMING PLAN BASIC PLAN APPLIES TO A724"O.O,MAX ALTERNATE ELEVATION(U N.O.) 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 LINO. PLAN 3C - FRENCH SCALE:1/4"=V-0" ON PLANS. Z PLAN 3 C - FRENCH SCALE:1/4"=V-0" 18 CONTINUOUS 1 Y."LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES e�J WHERE POSSIBLE ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLECS16 X36" STRAP PER 4NSD2 U NO.ON PLANS. STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND POST OR TRIMMER AS NOTED 2X4 STUD 2-2%8 STUD 14 —TRIMMER ®2-2X8 TRIMMER / � DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G 2X6STUD 324 3-2J(4 STUD 18 —TRIMMER 34T 32X4 TRIMMER DIRECTION OF FLOOR MEMBER PER SCHEDULE, - ------- --- - ----�� V �% [/ REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G ILJI ©4 2-2X4 STUD O 3-2X6 STUD 4©2-2X4 TRIMMER 36T 3-2X6 TRIMMER ( DIRECTION OF DECK MEMBER PER SCHEDULE, dc' SD 4 4 Sp SREFER TO HATCHED WALLSON PLANS FOR INTERMEDIATE BRG POST AND TRIMMER SCHEDULE REFER TOSNASHEAR PA EL FOORPANELTYPE,MIN.22 .END. �1 IMS._3 1/8"X12"GLB ___,,,, _ 3 1/8"X12"GLB : ° ( O 4X4 POST N 412 4X72 POST M 44T 4%4 TRIMMER 42T 4X,2 TRIMMER AND NUMBER ______-_--_ _____ ____ -x4 EA X DETAIL NUMBER .__- ____ .._. I O O O O SDX DETAIL SHEET NUMBER �+A111E� x� fiA 46 4X6POST 88 6X6 POST 46T 4X6 TRIMMER 68T 6X6 TRIMMER .^+v41^88�^"A'"' XO BEAM NUMBER,REFER TO GOUVIS ENGINEERING CALCULATIONS - 4 I IL i (48 4XB PST 68 6X8 POST 46 4XB TRIMMER 68 —TRIMMER O KEY NOTE NUMBER 4400 Campus Drive 1 SD2 J 410 4X10 POST O 8X8 POST 41 4X10 TRIMMER O 6X8 TRIMMER BEARING WALL Newport Beach 1 SD3 6 m ® CALIFORNIA FRAMING 92660 so3 X - KEY NOTES Newport Beach 12 14 /,is• iO CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN SD3 SD3 ALIGN STUD(S)/POSTSI WITH UPPER FLOOR STUDS)/POSITS) tel 949.752.1612 S 2 SD2 _ 2O AND PROVIDE SOLID BLOCKING BETWEEN FLOOR fax 949.752.5321 J 01 v'r: _ (PROVIDE E N.WHEN PST IS LOCATED WITHIN S W) I 1 O CONTINUOUS JOIST W/E N palm Springs DRAG STRUT W/E.N.SEE PLANSIDETAILS FOR LENGTH.SUPPORT END W/BLKG S LINE OF ZX FLAT BLOCKING W/EDGE NAIL&CONTINUOUS CS16 STRAP OVER U No tel 760.323.5090 O 5 1/4"X11 7B"PSL O _. -I SEE PLAN FOR NUMBER OF BAYS fi ©CONTINUOUS FULL Hi.BLKG W/E N SEE PUNS FOR NUMBER OF BAYS(U.N OJ I OCONTINUOUS LINE OF BLOCKING W/EDGE NAIL UNDER SHEAR WALL ABOVE W/(1)CS16,U.N0 BLOCKED ROOF DIAPHRAGM W 88s 0 4"0 C B N.,B"O C.E.N.&17OC.FIELD `� O9 BLOCKED FLOOR DIAPHRAGM W/10d's 0 4"O.0 B IT,6"O C E N&12"O.0 FIELD �y SHEAR TRUSS W/EN TRUSS TO TRANSFER,80 PLF MIN(UNO.) -yI PARTIAL 11 TRUSS HANGER BY TRUSS SUPPLIER �'1e" ALL INFORMATION FROM I �17 BASIC PLAN APPLIES TO 72 (1)STRIPS TS22 FLUSH BEAM TO DROP BEAM(U N.O) ROOF FRAMING PLAN OPTIONAL PLANS(U NO) M} 13 PROVIDE SOLID BLOCKING ,7 O/V 1 L � ��'�^i J f ;��r• ) PLAN 3- OPT.BEDROOM 5 SCALE:1/4"=1'-0" 11 DRAG TRUSS WIE N TRUSS TO TRANSFER 1650#FORCE MIN(U N O) rF OF Oj�t_\FO J ` BLOCKED OPENING SEE DETAIL 15/SD2 NI K.T':�:;�:•: K TJ;E'L_:. i FRAMING SCHEDULE RESTRICTIVE NOTICE I, ,O DESIGNED ROOF TRUSSES 024"O.O THESE DESIGNT,DMWINGS.AND 1 PARTIAL ALL INFORMATION FROM PARTIAL ALL INFORMATION FROM SD2 SPEORCATIONS ARE THE EXCLUSIVE 2 14"TJI 270 IJOIS75(OR EQUAL)M 78 2'O C PROPERTY OF GOUVIS ENGINEERING RASIC PLAN APPLIES TO BASIC PLAN APPLIES TO CONSULTING GRWP,AND ALL FLOOR FRAMING PLAN ( FLOOR FRAMING PLAN ( ) 3 14"TJI2101JOISTS(OR EQUAL) OC OALLRATIPINS%owNIS CONFIDENTIAL OPTIONAL PLANS U.N.O. OPTIONAL PLANS U.N.O. ro ALL aEO%EANBMD NO PART OF THESE r 4O 14"TJI 360 WOISTS(OR EQUAL)@ is"O C DRAWINGS CAN BE COPI®.TRANSFEAED, 1 PLAN 3- OPT.COVERED PATIO SCALE:1/4"=1'-o PLAN 3- OPT.DECK SCALE:1/4"=1'-0" OR"PRODUCED,NOR CAN ANY T -...- „__-.-. .__-..._____.._-. HOUTWRETBEBUILT RIOM THEM I O 14"TJI 5801JOISTS(OR EQUAL) 16"D C. WITHOUT EKING C CONSENT OF OUP ) W/OPT. GLIDER AT KITCHEN W/OPT. GLIDER AT KITCHEN i ENGINEEANGCONSULTINGGROUP O 2X,2 DECK JOISTS/RAFTERS�,B"O.0 1 O 2 X,0 ROOF JOISTS/RAFTERS COPYRIGHT GOWS FNGINEERING 16"O.C. CONSULTING GROUP 2M ALL RIGHTS O 2XB ROOF JOISTS/RAFTERS @16 RESERVED"OC. PRE_ MANUFACTURER LEVEL U L CI I E ROSEBURG AURA _ ____ i WEYER-1153 R PACIFIC CASCADE ----- ICC-ES REPRT ESR-1153 ESR-1305 ESR-1336 ESR-1251 6X8 !i i TJI 210 UPI 36 BC16000-17 RFPI-400 717/B" TJ1380 LPI58 BCI60-20 RFPF70 Westri g PA 2D • I �-'-- � TJI 560 WA BC190-20 RFPF90 'd e I ----------- DEPTH TJ1210 LPI 32 PLUS BCI 6000.18 RFPI400 "816" TJI 360 LP156 SCI 60.20 RFPI-70 TJ1580 WA N/A RFPI-90 I FRAMING NOTES ' 4 I 1 REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHE 1&S I ___________ I ETS(SN- N-2) FOR MORE INFORMATION C-C K I \ ` 2 REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR I NON-BEARING WALLS AT ROOF LEVEL _ -'----- - -- - 3 SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS,UNLESS APPROVED BY GOWIS ENGINEERING CONSULTING GROUP IN WRITING B E D F'C CI Ov - - _______ 4 AT DOUBLE SIDED SHEAR WALLS,PST WIE N PER PLAN TO RECEIVE E.N FROM DEVELOPER: I' � ` ti ', BOTH SIDES. S. WHEN MULTIPLE STUDS ARE USED INSTEAD OF SINGLE POST,PLYWOOD Pardee Homes \/ `l - SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOEDOWNS -- .._- 8 APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS DO NOT BREAK SHEAR - —' AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS --- r•_-'''1�`6. ,, - -- ARCHITECT: --- -- 7 ALL VERTICAL PIPES THROUGH PLATES ANWOR SOLID RIM BEAMS MUST BE Bassenian Lagoni Architects _ _ DRILLED CLEAN CUT W/1/16"TOLERANCE DO NOT NOTCH OR CUT PLATES PARTIAL 8. ALL BEAMS SHOWN ARE DROP(U NO)ON PLANS. PARTIAL ALL INFORMATIONFROM PARTIAL 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE ALL FROM BASIC PLAN APPLIES TO BA INFORMATION FROM USED,AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN BASIC PLAN APPLIES TO FLOOR FRAMING PLAN OPTIONAL PLANS(U.N.O.) BASIC PLAN APPLIESTO ,___��_ I _ SIMPSON'S,AND SUBJECTED 70 THE APPROVAL OFGOWIS ENGINEERING LOCATION: ROOF FRAMING PLAN OPTIONAL PLANS(U.N.O.) ROOF FRAMING PLAN OPTIONALPLANS WIND) SCALE:1/4"-1'-O" ___ "I 10 USE SIMPSON"IUSBTSIU310"HANGERS FOR CONNECTION OFIJOISTSTOOTHER Lake Elsinore SCALE:1/4"-1'-0" PLAN 3- OPT.BEDROOM 4 SCALE:1/4"=1'-0" FRAMING MEMBERS(UN0)AND"LUS"HANGERS FOR CONNECTION OF SOLID JOISTS. -:=- - _ ,' '. -------- Riverside PLAN 3- OPT.WALK IN CLOSET - W/ BA 3 PLAN 3- OPT.DECK „ ALLWOOD(PERFOMALLBEINCOMPLIST STANDARD) PROVISIONS QUALIFIED , GA . i _�_---___-=_--q' EW$-Z725B(PERFORMANCE RATED IJOIST STANDARD)OR ASTM D5055 QUALIFIED I PRI400,MANUFACTURED.WOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE :.' ----- 1 THE FOLLOWING BEAMSMEADERSIRIMS CAN BE FROM ANY MANUFACTURER 2 WITHCURRENTAPPROVEDICCES-EVALUATIONREPRTWITHTHEFOLLOWING REVISIONS 5A MECHANICAL PROPERTIES 4 SD SD2 4 I - _ T-� FOR"LVL"&"PSL"BEAMS NO. DATE DESCRIPTION 'EN P� (-AP ACF '--------------_ >o l Fb=2900psi(MIN),Fv=290pso(MIN),E=20x 10°psi(MIN) I ' - =• I I FOR^LSL"BEAMSMEADERS. 1 06/28/16 PLAN CHECK 31/8"X12"GLB °� I l Fb=2325IMANUFACTUREINR,Fv=400D W(fTM ME=1.55x,KCONTIN CUDJT REV. _ -- -- ------- �-', 1° --- ---�- - - FOR SUPPORTED BY WALL,AND MAIM TCHES JOIST DEPTHHIC CONTINUOUSLY { _ 2 06/29/16 UPDATED SOILS ...L"eR,p .L F.F.//(PARALLEDICULAR). ._,60 psll(MIN) p F,=1075 psi(MIN). E=13x 10"psi(MIN) ���,.;,• Fb=2400 psI®BOTTOM,Fb=7850 psI@TOP LJ L', j —� _ GLU-LAM BEAM SHALL BE 24F-V4,DF/DF SD3 I v _ •�'+,`-";,rJ =285 psI(MIN),E=18x10"Psi(MIN) _ -- I , 2-2x8)HDR SHOULD BE USED AT ALL OPENINGS IN EXTERIOR& DRAG GT#1 'S ..ti2J. J L . ' 1,?,t .INjE)C BEARING WALLS U.N O ON PLANS REFER TO THE FOLLOWING TABLE 1� �-'m — tr, t YA X i mO 31/2"X14"ESE FL BM --- Yj'•',I.z• 'C F@RLpTHER COMMON HEADER SIZES. a I 13 GT# 0 F-10W# t`'1R-' .(kc .2:'�• - •. PLAN DESIGNATION HEADER SIZE ALT HEADER SIZE` GT#3 224 44 224 °;JP. H2 4xa 2-2x8 SHEET NAME: 1 SD3 SD3 I! „ --- �ry,Bu`FV�cN •��},`.`I�4`T 62�3 @A6E PLACED 0C,STAON END.,BOTH IDES.YWOOD SHIM BETWEEN PROVIDE FRAMING PLAN 13 G T. BEARING 1 A� C,STAGG.,BOTH SIDES. 1 a B 14 THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN PLAN 3B 8 OPT. 5 1/4"X77 71W PSL SD2 4 4 1 1\' U.N.O.ON THE PLAN.REQUIRED TRIMMER MUST BE APPLIED 15 (: Q EACH END OF HEADER. 9 :D 0;_,,H 48 5 1/4"X14"PSL FL BM CLEAR SPAN,L 5A ____________________ _______________________ L .4 6'-0"<L510'-0" L210'-0" 8 2x4 2-2x4 SEE PLAN � SD SD I -T - I 12 ------------ 75 FLOOR TO FLOOR HOEDOWN X APPLY DETAIL AT EACH END OF SHEAR WALL PROJECT NUMBER: I SD3 - ________________________ PER PLAN.(2)LOCATIO NS PER WALL AS SHOWN BELOW SEE TABLE FOR TYPE& 64��2 DETAIL REFFERENCE MIN PST SIZE IS NOTED IN THE DETAIL - --'"--' -"-'-- -"'-"'--"'-'-- --"------ - """"""--- '--_ — PER REFERENCE&PER EFERENCE B PER REFERENCE& PLAN APPLY DETAL PLAN APPLY DETAI PLAN APPLY DETAIL ENGINEER: PT PARTIAL ALL INFORMATION FROM A 1A/SD3 D 1D/SD-3 G 1G/SD3 soz O O O DRAFTER: PT BASIC PLAN&OPTIONAL X ALL INFORMATION FROM O O -- ISSUED DATE: PLOT DATE: FLOOR FRAMING PLAN PLAr40F ELVATION"B" 8 ,e/SD3 E 1E/SD3 - APPLIES TO OPTIONAL PLAN BASICPLANAPPLIESTO C is/sDa F 1F/SIM -- X X 1/11/2016 06/28/2016 PARTIAL FLOOR F RAM I N G PLAN ALTERNATE ELEVATION(INC) ALL INFORMATION FROM PLAN3B- OPT.COVERED PATIOS°ALE:,/a"=1'-O" BASIC PLAN APPLIES TO 16 INTERIORNON-BEARINGIsNONSHEAR WALLS MAY BE FRAMED WITH 2,STUDS SHEET NUMBER: W/OPT.GLIDER AT KITCHEN PLAN 3B - TRADITIONAL SCALE:1/4"=V-0" PARTIAL ROOF FRAMING PLAN ALTERNATE ELEVATION(U.N.O.) AT24"OC,MAX PLAN 3 B - TRADITIONAL 17. TOP PLATES AT ALL ROOF FOAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. SCALE:1/4"=1'-0" ON PLANS. 18. CONTINUOUS 1 W ESE RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES -3.3 WHERE POSSIBLE ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLECSi6 X36" STRAP, TRAP PER 4A/SD2 U NO.ON PLANS. 12"MAX. ONAILS IN PPOSITE SIDES OF GAP NO OVER CUT NO MORE THAN ONE HOLE IS 1 3 1 3 1. ROOF SHEATHING ALLOWED IN EA.HORIZONTAL ROOF SHEATHING (1)A35 @ BRACE 1X4 CANT LATERAL BRACE FOR 2X STUD ROOF TRUSS LINE.STAGGER HOLES IF SUCH 2. GA MAX.NAIL EXPOSURE 1. CHIMNEYS ON ROOF TO TRUSS 0 4W O C PER PLAN. 12"MAX GAp 5 3 1 - CONDITION OCCURS MAX 5"� 2 3. INCREASE NAILING TO 8d'S 2. PROVIDE SOLID VERTICAL E.N. (3)16d's -" PEN'G MEMBERS TRUSS EB OF(2)41/2 WI/2-CUTS 3"O.C.ON NON-BEVELED BLOCKS UNDER CORNERS _" _ AREALLOWEDINA4'-0" 4 2 MEMBER. OF CHIMNEY BETWEEN TRUSS -',: WIDE PANEL.NO CUTS OR CHORDS TO RECEIVE STRAPS ••• RADI S ON HOLES IN SHEATHING 3 �qR{CONDITION W/ROOF TRUSSES 3W i 4 12" RISERS 4o- 4. 2X BLK'G.,LEDGER,R/R.OR DIRECTLY UNDER STACK. (MIN.) II I 2X FLAT BLKG.�SHEAR MAX, REQUIRED WITHIN 16"OF CORNERS -TRUSS TOP CHORD UNDER 1/8' �� WALL PLV WD.SPLICE W/ FOR OPENS LARGER THAN ROOF SHEATHING WHEN NOT 2 3 SIMPSON CS76 STRAP W/16" GAPE.N. TYP BEVELED ON TOP AS REO'D. MIN LAP ON CORNER STUDS I (1/4°) \ rr I I I 412"x412"SEE DETAIL&SN3 ///--1��^ •� &CONTINUOUS JUST ABOVE MIN ' ■� ■T T�/�S D'uCR' a N A35 CLIP BOTTOM TRUSS MAX g'� 3 Ir TYPICAL BOUNDARY NAILING 1 ix4 LATERAL BRACING V\JR lJ iV SHEAR TRANSFER 13 4. SIMPSON LTP4 EA.SIDE TO 2X PRESSURE BLKG.@EVERY OTHER sxz MIN.3/8"TO EDGE OF POST PECIRED BY TRUSS s C a €Eaw BOTTOM CHORD OF TRUSS. TRUSS W/(6)16d's TO GIRDER TRUSS PLYWOOD°TO EDGE OF DESIGNER 188.o"pP .." 1 5. SLOT CUT ROOF SHEATHING &(3)16d's END NAIL TO EACH TRUSS 2X FLOATER - 1.4XARACING WI(3)16d's AT STRAPS. 2X SHAPED BLKG(SEE 13/SN-2 TO EA MEMBER. 4400 Campus Drive 1/8"GAP I 1/8"GAP 1. PANEL JOINT 5 8 6. CS16 EA.CORNER W/MIN.16" FOR ALT.)W/18d'S 8"O.0 I �� Newport Beach '- 5 i 2. ROOF OR FLOOR SHEATHING. LAP ON CORNER STUD AND @ SHEAR TRUSS. CA 92660 3. 2X4 W/NAILS TO BE FILLER BLOCK BELOW NOTE:A35@ 24"O C.,CAN BE CRIPPLE () MATCHED W/EDGE NAILING MypLL 3 18d NAILS 3 4. ROOF OR FLOOR FRAMING t CONDITION WHERE TR SSES USED TO CONNECT BLKG. STUD r 2 MEMBER. ARE OFFSET FROM STACK TO TRUSS IN LIEU OF NAILING i CORNERS Q24"O.0 SIMPSON A35'S,LS50's Newport Beach 5. 2X4 BLMG 6'-0"LONG MAX W/(2)16d BLMG(2X,I-JOIST MAX. r \ OR LTP4's 48' P COMMON NA US EA.END. 7. ADD SHEAR PANEL BILK'S W/ ' tel 949.752.1612 4 MIN.iT'LONG MAX.48"O.0 O.C.MAX.U.N.O.PLANS. 6. PANEL EDGE WHERE 2X FLAT 1/2 SHT'G&1Gd's 90 4"O C. 'SOLE PLATE NAILING OFFSET EDGE ALT CONDITION BLKG IS NEEDED BLOCKED ALL AROUND. WITH FLOOR E.N SECURE W/(2) ' PER PLAN SOLE PLATE NAILING faX 949.752.5321 SUPPORT DIAPHRAGM. 16d'S E/S. 7 DIAPHRAGM BOUNDARY& g_ (2)A35'a EA.SIDE OF PANEL @ 16"O.C. NON-SHEAR B.N.PER PLAN. BLK'S TO TRUSS.(PROVIDE PROVIDE SOLID BLOCKING OR _ _ WALL&PER�LAN 8 14 7 8 9 B. DISCONTINUOUS PANEL EDGE, BLKG WEB IF IN CONT.RIM JOIST AT ALL 11 2 2 SHEAR WALL pg gp�s EDGE NAILING PER PLAN. 9. CONT.PANEL EDGE W/BLKG. 8 7 9 9 9 ADD VERT 2x FILLER BLOCK BEARING POINTS SN2 SN2 SN2 te1760.323.5090 °°°°°' °•°°°°'° °°°' °°' °°•°'• VOICE DIAPHRAGM), W/E N TO RECEIVE STRAPS. EDGE NAILING PER PLAN. NOTE: - RIM JOIST T PER PLAN. -- TOP PLATE. 10 10.24"MIN.UNLESS FULLY -FULLY NAIL CS78's W/10ds SINKER NAILS TYP.LTP4 EACH BLOCKED ALL EDGES. L 11.FIELD NAILG PER PLAN INTERIOR CHIMNEY TIE DOWN 9 12.FRAMING MEMBERS. SIDE iI HEADER PER PLAN, 13. 1/8"GAP U N.O. D0300 IF NOT CONT.USE 14Li 14.DIRECTION OF FACE GRAIN -- SIMPSON ST6236. SOLID RIM JOIST PER PLAN 10• PERPENDICULAR TO SUPPORT. /r - tN3 h�y� 15.BLOCK OUT EDGES OF THE d 1. NOTCH DEPTH&BORED HOLE STAGGERED NAILING it 19 OPENING W/DBL.STRUCTL. SEE TABLE BELOW, MIN.2X4 STUDS r)�18"O.C.AT ! IN.3X POST AT i AT ADJOINING PANEL N29B ME.V, S/BEAM(U.N.0)AND INTERIOR BEARING,AND EXTERIOR VERT.SPLICES WHERE M EDGES @ 3X POST. PROVIDE B.N. ALL EDGES. O 2. STUD SHEAR WALLS.(MAX.HEIGHT=101)U.N.O. j STAGGERED E.Nr4S NOTE: PROVIDE SING BLOCKING E2 1 MIN 2X4 STUDS @ 24"O.C.AT 2X TRIMMER W/KING W/E N.WHEN OPENING-24'k2C, 2 3. SILL PLATE REQUIRED. WHEN PLYWDRIMM .A iT • 18'MIN AND$TRAPS PER NOTE 18 rc O STUD ATTACHED W/16d's i ISNAILED TO TRIMMER,DO NOT APPLY. 1-Z 4 HOLE EDGE DISTANCE 5/6'MIN. NON-SHEAR WALLS(MAX. 06"O C USE DBL � ATTACH TO KING STUDTYP.APPROVED HANGERS USE n a 2 HEIGHT=14'). IMMER IF OPENING IS W/TAC SPACED TO 16d TOE NAILS IF LENGTH OfA 3 d MIN. 4 TAIL JOIST-6'-0". ---- ---- , GREATER THAN B-0 MATCH SHEAR WALL E.N17.TAIL JOIST/TRUSS PER PLAN. 1 T SHEAR WALL NAILING RESTRICTIVE NOTICE 18.TYP.2-BAYS OF BLKG.USE NOTE: HEADS SHOULD BE CS16 OVER BLKG AND BORED HOLES NOT PERMITTED 1I8' FLUSH WITH SHEAR ` ° NAIL 2 1/16"O.C.U N.O IN MORE THAN TWO CONSECUTIVE ; PANEL. THESEDENGNS DRAWINGS,AND ON FING PLAN. DOUBLE STUDS NOTES. W FLOATER �� III TRIMMER OR POST PER PROPEOATIONSARFTH ENGINEERING STAGGERED JOINTS AS SHOWN WHERE OCCURS FRCONSURTY OF GOUVIS ENAND ALL -NAILS SHALL BE DRIVEN TIGHT BUT L PLAN6,,rs@ATTACH TO O. . STUD CONSU IN SH I IS AND ALL STUD WALL `� W118dS B"O.C.AT INFORMATION SHOWN IS CONFIDENTIAL SHALL NOT FRACTURE SURFACE OF STUD SIZE EXT&BRN'G NON-BRN'G. MUD SILL W/ANCHOR BOLTS I ` '� ` ° TO AL SHEATH AND NO PART OF THESE ° SEE FOUNDATION PLAN FOR ` ` ° SHEAR WALLS AND 18" SHEATHING. WALLS WALLS I � DRAWINGS CAN BE COMM,TRANSFERED, SEE GENERAL NOTES FOR PLYWOOD STUD SIZE EXT.&BRN'G. NON-BRN'G. 2x4 1 318" 2 1/8'• SIZE 8 SPACING, DOUBLE SILL IF O.C.AT NON SHEAR WALLS. OR REPRODUCED NOR CAN ANY TYPE,THICKNESS,SPACING SNAIL SIZE. WALLS WALLS II STRUCTURES BE BUILT FROM THEM -PROVIDE MIN.3/8"EDGE DISTANCE 2x8 2 3116" 3 5/i6" CODE APPROVED"SHOT PINS", OPENING=8'-g wITHOUr WRTTEN CONSENT OF GOUVIs is FRAMING MEMBER&5/i6"TO EDGE 2x4 7/8" 1 7/i6" 2-2x4 2 1/8" 2 1/8" SEE FOUNDATION PLAN NOTES. OR GREATER PER PLAN. KING STUD ENGINEERING CONSULTING GROUP PLYWOOD DIAPHRAGM. 2x8 1 /8" 23/18" 2-2x8 35/i6" 35/18" HOLDOWN -ALL DIAPHRAGM BOUNDARIES SHOULD 2X FLOATER. 12 WHERE OCCURS BE FULLY SUPPORTED BY FRAMING OMULTING GROUP ENGINEERING OPENING INMEMBEGETOB LOCATED DOVEG DCOi1`fJ' r 3/8" 1/2" INSTALL POST ANCHOR PER CONSULTING GROUP 2(DB ALL RIGNTS $ qg MAX DIAPHRAGM CON EDGE TO BE LOCATED OVER II - (7yp,) (TYP)) PLAN 18 - CONTINUOUS PANEL JOINT. II SHEAR NPANEL UOUTSIDE N O.FACE OF RESERVED -MAX UNSUPPORTED SHEATHING TO BE STUD NOTCHING/BORING LIMITS 10AVOID 15 - 17 24".PROVIDE ADEQUATE FRAMING ° --r� UND RSSTEEL STRAP N PROJECT: MEMBERS TO LIMIT SPAN 1 2 i NOTCH IN PLATE. AU 2 1 3/4"MAX.IF BORED HOLE SILL PLATE EDGE FOR MISPLACED NAILING, P.T D F.SILL PLATE RA SHEATHING LAYOUT 16 3"MAX. EXCEED 1 3/4"IN 2x4 TOP ` 12"MIN. SEE DETAIL 3/SN3 FOR FIX SIMP.HDD�WHEN Westri dge PA 2 D TOP PLATE STRAP EA.SIDE OF PLYWOOD EDGE PLATE W/REM#3 BELOW. OPENING EITHER SIDE PLATE OR 2 3/4"IN 2x6 D0013 STAGGERED 3X ONLY EXCEEDS '-D" 12 DEPTH 3. SIMPSON RP$METAL$TRAP, TYP. FRAMING CROSS SECTION 6 TYPICAL FRAMING ELEVATION 1 TYPICAL EACH PLATE CUT D001 4-1 201 03 • , • • W/(6116ds@EACH$IDE. • , • , •\ • , U.N.00.ON PGGNS PER DETAIL 1. 2X STUDS 6. MIN.2X6 SOLID BLKG W/(21 16d NAILS 1. TYPICAL 2X STUDS AT 16" "- ii-- 4 9/SD-2. 2 SILL PLATE EA.SIDE UNDER PERPENDICULAR BRG.WALLS. �L NAILS Fp nll 3 3. S.P.N.PER PLAN SEE PLANS FOR PARALLEL BRIG WALLS. 1 O.0 U N.O. I(2)16d END t� 0 4. PIPE WHERE OCCURS. 4, 2X JOISTS OR"I"-JOIST AT NON-BRG.PERPENDICULAR WALLS,USE ZX4' NAILS OR(4 8 TOE NAILS J - 5. 2X4�24"O C.W/(1 LTP4 FLAT BLOCKING TO RECEIVE SILL PLATE NAILING EACH END O TOP&SILL - ----- E)) PLATES _s 5. TOP PLATES/SILL PLATES TO CH FLOOR M IER USE TOTAL OF(3)16d's TOENAILS EACH END 2 5 2. CORNER STUDS OR POST PER 4 2 i 3"AfgX NORED IF S P CS 16 DRAG STRAP NAILING PATTERN 17 5 6. ANCHOR BOLTS PER PLANS •2X4 FLAT BLOCKING FOR PARALLEOL CONDITION,N 5 PER PLAN. 1/T T I q I;AN BE INSTALLED TO TOP OF FLOOR JOISTS) 3. PLYWOOD SHEAR PANEL PER 7 LOCATE ANCHOR BOLT 5" MIN.9'MANCHORX. BOLT FROM NOTES. 4. POSTAT END OF SHEAR PANEL - - 31/2"I Fr/ DEVELOPER: NOTCH OR END OF PLATE BLKG.MAY BE OMITTED IF 9 5 NAIL CORNER&MULTI-STUDS 7 3 ®® NOTES: 1 2 6 3 A SINGLE JOIST IS ALIGNED TOGETHER W/16d'S @ 16"O.C. - L L L Pardee Homes T -IF NOTCH OR HOLE EXCEEDS UNDER A WALL WHICH SPANS STAGGERED SHEARWALLS 5" 4 tl4" L'� 6 3 5 50%OF TOP PLATE WIDTH, UNDER 12 THE LENGTH OF THE &24"0 C.@ ON-SHEAR 1 TYP. MAX ) STRAP BOTH SIDES OF PLATES. JOIST:OR A DEL JOIST IS WALLS. `-------------------------------------J ALT.TO VENT BLOCK ALIGNED UNDER A WALL WHICH 3 4 7 6. EDGE NAILING 1. TYP.EDGE NAILING. -FOR PIPING THRU TOP&SILL PLATES SPANS OVER 12 THE LENGTH (e1 7. 16d SINKER NAIL SPACING 2 A35$16"5 FOR VENT SPACING OF 4. 8d COMMON EDGE NAILS. ARCHITECT: OF SHEAR WALLS,CONTACT ;- OF THE JOISTS L�� PER HIGHER SHEAR WALL 6.3V .A35's PER ADJACENT BLKs 1, 4"O.C.FOR VENT SPACING OF 8'-0" _ GOUVIS ENGINEERING. - --JOIST BLKG MAY BE USED PANEL EDGE NAILS AND�112"O C.FOR VENT SPACING OF 3"O.C.FOR VENT SPACING OF 4'-0". WHEN I.LOIST SYSTEM USE FILL IS USED 8 2x STUD SHEAR BREAK)). 4'-0°(3-A35's PERADJACENT BLK's.) 5. JOIMNG FULL HT.BLOCKING PER SHEAR Bassenian Lagoni Architects e - 4 -FOR PARTITIONERAS L ENGTH ECUR DLESS 7 9 STUD2x44"HHT W/C3.61tl's3EACH NG SKIP A35's VENT BLOCKING. TRANSFER DETAILS. PERPENDICULAR "- 3. SCREEN FI VENTILATION 6. (3)BAYS OF FLAT BLK'G.CENTERED 0 SCREEN. CONDITION THAN 8'-0"NO BLKG.IS REQUIRED. CONNECTION. PIPING THRU PLATE FRAM -NO OFFSET JOIST PLUMBING 3 7 8 3 ALT SIMP ' WALL&USE LA ES BLKG 24"O C. NOTE: 1A 0 _ "PCLIP. I i SAES AGGERED�N.01B".SHOULD TYPICAL VENT BLOCK D0014A-110301 "" LOCATION: HOLESIZE NOTES: 3 -0 g ' 1. SOLID RIM(2X L.V.L.OR Lake Elsinore W T03' 4' 812" 8718 11" -FOR OTHER HOLE SIZES&JOIST '' 5 TIMBER STRAND)W/FULL Riverside TASK TYPE,SEE MANUFACTURER SPEC. C\ -- BEARING ADD BLKG AS a b a b a b a b a D \" NEEDED. CA -DO NOT CUT HOLES LARGER yyyiii pU1N VIEW WALL TRANSITION _ MN.DIST.FROM EDGE OF HOLE TO EDGE OF SUPPORT THAN 112"IN CANTILEVER I "' 2. LOAD BEARING 4X4(MIN. PORTION OF THE JOIST. . 1"MIN. 1"MIN. 11718'210 1'-0" 1'p 14P T-0' 7fi S'-0' 58' 88' NA NA -A 1 12"HOLE CAN BE CUT _ - i POST/MULTI-STUDS%&E ANYWHERE IN THE WEB.EXCEPT OVER OVE LAP a-- REVISIONS 11718"230 1'-0" 1'-0' 1'1 Z!I' 3-0' S'$' 8-0' 7-D' NA NA WITHIN 6"AWAY FROM SUPPORT. . 3. "1"JOIST W/FULL BR'G. 14' 230 1'4r 1'4P 1'-0' T{I• TF 4'-0' 38 7-0' 6-G 9-0° -REFER TO MANUFACTURERS 4 4 - - N &FILLERS ASH BLKG.ADD NO. DATE DESCRIPTION GUIDE-LINES IN I FACT PARALLEL ALTERNATE s 13r FILLERS AS NEEDED. I 06128116 PLAN CHECK CATALOG FOR MORE INFO. CONDITION CONDITION _ .:- - q q_1gd•S 2 TOp 8 2 LAN HE W 380 1'4r 1'-0' 1'-0' 1'-0' 78 58' S8 8-0' 8'-0" 9-° -NO FIELD CUT WITHIN 6"AWAY 4 BOTTOM EgCH SIDE. 2 Ob129/15CUENTFROM FACE QFSUPPORT BEARING & NON-BEARING WALL 7 SHEAR WALL/WALL INTERSECTI 4. 5. 5. SOLID BLKG./POST MULTI- UPDATED SOILS b l STUD OR BEAM BELOW 1 FLASHING. - 'd.�\S 8. HEADER PER PLAN a 1. 12"THICK PLYWOOD SHTG. 2. WOOD FRAMED WALL. = n'' _� 18 0 3 4"MAX.BRICK VENEER. v 2. ROOF SYSTEM ARCH.DWG&MANUFACTU ?'�I�` ;•3 p 9 FOR MORE INFORMATION:`G 3. MIN.12"THICK PLYWO,y{��OD� 7SHI NAILED DOWN 4. PER ARCHITECT. t�,'• - ' GE X7/8"WIDE O C TO LEDGERITOP PLATE. 5 GALVAN22 LIZED CORRUGATED STEELVA 1f7�+,f'}���.� L '�S SIT 2 10 SASANAHTG TLT HROUGH FIREPLACE. 5 &VEER ANCH HORIZONTAL. ONTAL.T h P �T rVL7T�7/ I BANNERS 2 4. 12"THICK PLYWOOD ON 3 STEEL T HOOK O THE DR(TENDED �p mIT DT - SHEET NAME: I SIDES CENTERED JOINT 5 LEG THAT WILL ENGAGE THE �Es 3,I' 1' 2 4 2 4 2 1 &EXTEND 4'-0"EAC�WAY. CONT.9 GAGE HORIZ.WIRE. SCG4L?,�n I I STRUCTURAL I I 1 AS AN ALTERNATE,USE ANCHORS , ¢' DETAILS&NOTES 1/8"MIN. S. 2X LEDGER W/16d's Q 6" 18"VERT&i6"HORIZ. O C.<P4 8"O.0 TO 8 EATHING WHERE OCCURS. 'TYPICAL MIN.DISTANCE DEL TOP PLATE 7. MORTAR BED. BTWN.HOLES TO BE 2X 8. 10d GALVANIZED RING-SHANK NAIL THE LARGER HOE. 17 6. FIREPLACE FLUE. 3 AT BEND IN ANCHOR. 3/4" 3 1 3 5 3 NOTCH & HOLES IN I-JOIST O i - 9. IN SEISMIC DESIGN CATEGORIES GAG RIES .� 4 I I 7 CUT HOLE IN PLYWOOD ONLY C D E 8 F,ADD A9 B.W.GAGE 5 AS REQUIRED. WiRE JOINT REINF. 12"O.C.HORIZ. • PERPENDICULAR PARALLEL PROTECT NUMBER: /� 10.BEAM OR HEADE PER PLAN. 1. BOTTOM CHORD C TRUSS 1. 1/3 OF JOIST DEPTH MAX 7 I g 8 9 8. PLYWOOD FLOOR LACE. R'J CONNECTION 1 t.1/2"0 X 4"LONG LAG SCREWS 2. SIMP.STC EACH CONNECT. CONT.THRU FIREPLACE. } -AAIr- � C STAGGERED MAX(�2 D.C.) c A 2. 2"CLEAR TO EDGE OF JOIST. 14 OPENING 12.ANGLE SIZE SPAN(MAX.) q 3. IX OVER 2X PLATE OR(2 64002 3 Z 3. JOIST DEPTH. 9 FLOOR SYSTEM x x �'-D'� 10 8 g 2X TOP PLATE WHEN TRUSS M." 1 5 4. PIPE OR CONDUIT. -- 2 2 L6x3 120/2" 13'-0" SOT.CHORD IS CAMBERED 3 5. 1A3 OF JOIST DEPTH MAX. L 10.MAX UNSUPPORTED HEIGHT 1" L7x4x5/8" 18'-0" 4. 2X BLK'G124"O.C.W/(2) ENGINEER: GE 6. 1/4 OF JOIST DEPTH MAX. IH TO BE 4'-0"VERIFIED W/ARCH. MAX. 3 (NOTE:STL.ANGLE ARE LLV) i8d's TO H MEMBER. AT SUPPORT END. I I ��� OWG.BY CONTRACTOR FOR 13 13.MIN.5/8"MORTAR COVER. 5. 2X MEMBER W/(2)18d TO BLKG. DRAFTER: GE O O7. 1/3 OF JOIST SPAN MAX I I IH1 HEIGHTS GREATER THAN 4'-0", 3 14.MIN.HALF VENEER THICKNESS 8. 2X8 BRACING. 2 T j j F F USE ADEQUATE KICKERS TO 3 (1 10 MIN.). 7. (2)1 TOP PLATE. ISSUED DATE: PLOT DATE: I I BRACE WALL TO ROOF. g 11 8. 2 i6d 12"O.C. NOTES: i NOTE. 9. P.EDG NAILING. 1/11/2016 06/28/2016 -FOR SOLID SAWN JOISTS,NOTCHED I I 11 PLYWOOD SHIM AS REQ'D. 1" -ANGLE NEEDS TO EXTEND& 9 7 11 3 1 10 2X CEILING JOIST OR BOTTOM O TO BE�OUTER 1M SPAN ONLY. I I (W1 led SINKER.FACE NAILS MAX. BEAR MIN.4"ON SIDE OF - CHORD OF CAMBER@@ED TRUSS. SHEET NUMBER: -MA IN MIN.6"SPACING PLAT S FOR LO.0 TO TP4 BL TOP SECTION THR.WALL - 12 -MAX.VENEER HEIGHT SUPPORTED 11 O.CLNAI NAILED TO TOP-PLATE BETWEEN NOTCHESIBORED HOLES. Z ALT.CONDITION ALT.CONNECTION fi T dD0003 L c A ' 19 NOTCH & HOLES IN CONY. JST. 12 EXTERIOR FIREPLACE CONN. 8 VENEER �� D BY STEEL ANGLE IS3'S'. 5 FRM G. TO NON-BEARING WALLS 3 S N-2 D0001-130326 4 4 L)c 9 41 ° 2 1. TYPICAL FLOOR SHEATHING 1 2X BLOCKING 5 1. PLUMBING OR MECHANICAL 141 3 2 1. EXISTING FOUNDATION 1 2. SINGLE I-JOIST HEAD OUT LINE IN WALL INTERRUPTING ° BEYOND". 5 2. SIMP.CS16X48"LONG W/ PLATES AND RIM JOIST ° Zv 2. NEW FOOTING,MINIMUM SAME NAILS @ 2 1/16"O.C. 6 @ FLOOR LEVEL. p SIZE AS EXISTING OR SEE PLAN FOR SIZE , ° 1. #4 DOWELS EMBEDED 3. SIMPSON"IUS"HANGER. ,,,,,,,,, 3 ALT.LOCATION OF OPENING 2. SPLICE RIM W/STS224 41NCRTO EXISTING •'•'•'• •'•"" CONCRETE 6"O.0(MIN.2). 4. ADJACENT(JOIST PER PLAN. IF CONT SILL PLATE,NO"CS" STRAP(U.N.O.)ON PLANS. 3. #4 DOWELS 18"O.C.BENT a ® �� STRAP REQUIRED BOTTOM. ° d AS SHOWN I�FOOTING 8 ° 2. REPLACE CONCRETE S. I-JOIST250 BLOCK ALT. 3. SPLICE PLATES FLR.LEVEL OVERLAP MIN.24"AS SHOWN ° SPALLING WITH HIGH SOLID/25 BLOCK HAD 4 NO CUT OR HOLES IN SHTG __ W/SIMPSON RPFSTRAPS IN SLAB ° STRENGTH CONCRETE 3 2 1 OUT.WEB FILLEREQ'D. 2 `a `� WITHIN 16"OF CORNERS. __ W/(8 18d's EA.END OF A. 7 ' MIX,OR EPDXY (JOIST OPTION == STRAP.AL USE'ST STRAP 4 MIN.5"EMBEDMENT OF 5. OPENINGS D MAX.4 RAP. 12" W/((6)i8d's A END ° DOWELS INTO EXISTING /1/'� (1 (P�2500 PSI MIN.). .L s\ DO NOT NEED BLK'GISTRAP. 7 7 P/PLATE.S�RAP ONE'SIDE a CONCRETE W/SIMPSON SET-XP ■V�iV■ • J 8. WEB FILLER A.SIDE OF I-�y DO NOT CUT MORE THAN ONE ONLY IF PLUMBING CAUSES EPDXY,ESR#2508.PERIODIC - - HJOIST�EANGER OPENING IN ONE HORIZONTAL NOTCH OF PLATE NO MORE SPECIAL INSPECTION IS REQ'D gy yy� y�yl�#s LOCAF PER LINE(AT ONE ELEVATION) THAN 50%OF PLATE WIDTH. MANUFACIVRER'S AND OFFSET OPENINGS BY ^ O 6. NEW SLAB PER PLAN mxEuSir#group ml' CONCRETE SPALLING 17 SPECIFICATIONS MIN.4'VERT 4 ADD NEW FLAT 2x BL�Wq,G'MIN. II SEE DETAIL 1ISN2 FOR OPENINGS PER BAYS PE FLMOcr 4 8 8. ADDITIONAL#4 BOTTOM DOWEL 4400 Campus Drive F - 4 1 SMALLER THAN 412'x 4 12" P I AT ENDS ONLY SHT'G.AT BAY WI a Zv 24" Newport Beath ALT TNT.FTG. I I NOTE INTERRUPTED RIM JOIST 1 7 EXT TINT.FTG. 8 A FOOTING REINFORCEMENT SIMPSON EPDXY II ADD ONE ADDITIONAL BLICG � 9 PER PLAN OR MIN.(1)#4 TOP CA 92660 MISSING REPLACE ASTM-EASES A35 PUTT ASTMA307-C C 4 AVOID OPENING IN SHEAR WALLS 1 EACH WAY. AND 1 #4 BOTTOM. Is hot NOTE. i W/LENGTH LESS THAN 4'-0". j i1 () HOEDOWN WITH ROD 0 WASHER ROD 0 (MIN) 4 - - q FOR SINGLE I-JOIST HAD HDU2,PA28 HDU2 2"z2'k114" 12" 10" 8" r MAX.WIDTH OF OPENING TO 2 5. ROOF MEMBERS. OUT OUTER 113 SPANS ONLY. i BE ONE STUD BAY OR 1412" HTT/ HTT4 3 - DO NOT OVER-CUT ANY j u 6. EAVE BUCG TO REMAIN. Newport Beach 3l4"TO FTG. Y FRAMING MEMBER. III HPA2B,HITS,HPA35 518" 212k1112k1M" 12" 6/8"TO 5 ' ' ' ' I tel 949.752.1612 STHD10,STHDA4 H775 11. 12" '"�•:": ,,,',,,,,,, ,° SHEAR WALL E N MATCH 7. W/SCTRAP AS REQPP/DRAG HOLDDOWN " "" fax949.752.5321 SEE DET.B 1,4„ UNLESS STRAP IS PLACED S 3 DETAIL ON PLANS STRAP HDU4 HDU4 ON TOP PLYWOOD. BOTH SIDES W/SAME STRAP 5 EDGE NAIL ALONG STUD WHEN CUT EXCEEDS 50%OF HDUB HDUB 3YJ'SGSlB" ON EACH SIDE OF OPENING. 1 PLATE WIDTH.USE 16d SHORT Palm Springs HDQ8 HDO8 718 3 W4114)M' IS" - IF OPENING IS LOCATED AT NAILS(2 12"LONG) tel 760.323.5090 THE INTOEDGE EXTEND STRAP - HDU11 HDU,1 3,4dXII.. 18" 18" MEETHESHEAR WALLNGTHRE REQUIRED. ADDITION OF FTN'G./SLAB AT 1" - 1 MEET MIN.LENGTH REQUIRED. -LyL HDU14 HDU14 4k4"z3/8" 19" 1.MULTISTUO OR POST AP LAN 21 2.NEW HOLDOWN,PER TABLE HEAD OUT DETAIL FF 13 12 FIELD FIX FOR OPENING IN S.W. 8 WALL W/ PLUMB./MECH 5 EXISTING FOUNDATION 1 2 10 3.ADD 1 IrZSQ X W16'CUT PLATE WASHER BETWEEN NUT&HOLDOWN FF 1 No FOR 112'0 ADHESIVE ANCHORS ONLY. Y 4 THREADED ROD��TTHRA BOLTS W/HEAVY 1. STUDS(OR POST&CS18 9 HEX NUT TACK WELDED TO PLATE STRAPS FROM SEAR PANEL N WASHER SEE SCHEDULE FOR PLATE 2 1 1. EDGE NAILING ADJOINING AREA OF FRAMING PANEL EDGES,, AT UPPER FUR. J IS NAILED TO BE''CUT-OUT' 2 SHEAR PER PLANS,TYP. SIZE ALT TO DOUBLE WELDING TO SIDE OF RIM JOIST IN APPLY DOUBLE HEX NUTS TO 12" FLOOR SYSTEM.SEE PLANS 3 MI MIN.POST(PER A 2 STUD. Exp. 7 SECURE PLATE WASHER FOR NO.OF CS16's RED. MIS-INSTALLEDHO A. STUD. 5.2 Wr THK MIN.DRY PACKED t 2 3 1 6 3 4. NEW POST AS SHOWN.POST TO 8 ' BE SIZED TO ACHIEVE MIN.1 I/ 'I CI V IL ? NONSHRINK GROUP ALL AROUND. 2. ADD SOLID BLS.BEHIND RIM __ ___ OVERLAP OF SHEAR PANEL. rAt' 0. SURFACE IN CONTACT WITH GROUT 1 8 CONT.8"PAST STRAPS - ------- OF CALF DETAIL B AS BUILT. 5. ALTERNATE TO 3X MIN,POST PER SHALL BE CLEANED,FREE OF A.WAY NAIL W/(2)ROWS yC SW SCHEDULE USE(2 2X STUDS CONC D GREASE AND WTANCE CJ OF 16d's 04"O.C. (R, (NOT ACCEPTABLE W/2 ROWS OF t6d SI�KER NAILS 8.NOTCH CO NC.ALONG FTG LENGTH W \\\JJJ EDGE 1 2 2 2 SEE FIX BELOW) (ROWS STAGGERED WITH WHERE C TOTMAX EA SIDE OF HOLDOW441 3. SAME NO.OF CS16 STRAPS SPACING IN EACH R�W PER RESTRICTIVE NOTICE ROO DO NOT CUT FTG HORIZ 6 1. EXISTING SLAB 8 FOOTING. APPLIES FROM RIM TO 1 OCCURS C REINF SOLID GROUT,WITHOUT ANY POST AT LOWER FLOOR SCHEDULE BELOW. 2 6 SHEAR PANEL WHERE OCCURS a VOID,WITH HIGH STRENOIFINON-SHRINK 2. EXISTING PER P X12"A.B 1N)"MIN,TYP THIS SIDE ALSO,PER PLAN TYP. THESE CATIONSN THE EXCLUSIVE AND GROUT W Po5888 MMIN CONT. SPACED PER PLAN. NOTE: sPECIFInoNs ARE THE ExcLusnE PLAN VIEW ° SPECIAL IN S REQUIRED FOR JOISTS PARALLEL TO PROPERTY OFGOUVG ENGINEER FIG IS 7.PROVIDE MIN 70ONC.MON4HRINK 3. EXTEND EXISTING A.B.W/ WALL CONDITIONS ONLY X 13 X PANEL TYPES NAIL SPACING CONSULTING GROUP,AND ALL GROUT COVERALL AROUND FOR �5� COUPLER NUT&5/8"m RODS 4 INFORMATION SHOWN IS CONRDEFMAL ° Ili 5 ALL METAL PARTS �J I I 4 TO ADD CONCRETE CURB. ICj . . TO ALL REC11 ENS AND NO PART OF THESE 11 4 IA - T I�° 8 THREADED ROD IN SIMPSON EPDXY w 4 4 --==-_- ===-=-- © "O C DRAWINGS CAN BE CONED,TRANEFERED, II TO FOOTING PER TABLE 3 4. MIN 312"WIDE X MAX.12" 112" @12 OR REPRODUCED.NOR CAN ANY 9.SIMPSON CNW3145/8 COUPLER TALL CURB TO BE ADDED. FIELD FIX. STRUCTURES BE BUILT FROM THEM BOLT - 5 L___ 10 RAISE HOLDOWN BOTTOMFROM SILL (Pc=250°psi)MIN. 8 Q �9^p,0 WITHOUT WRTTENCONSINT OF GOUG J THROUGH ° ° 4 PLATE. ° ° I 2 4 ENGINffAING CONSULTING GROUP FTG.BOTT. 5 11.8"MIN.FOR 1120 ROD. w I 5 USE(1)CONT.#3 BAR X=LENGTH TO BE ENOUGH TO HAVE MIN NO OF 1 A ° 7 MIN, FOR 3149 ROD. �J ®8"O.C. 12.183N"MIN.FOR 314"0 ROD. 1 6. 2X STUD WALL PER PLAN 3 NAILS OF SPLICE NAIL AS PER PLAN(STRAPS 2 COPYRIGHT GOWIS ENGINEERING © CON-TINGGR UUPMALLRIGHTS • MUST EXTEND MIN ONE STUD BAY EACH WAY). 5"O C. SEE DE_NP NOTE$ ESERVED UNDER'NEINFORCEO NOTES: p CONCRETE'FOR ° w 1 TYP.BLK'G OR RIM DBL SIDED, (MW O.C. PDDL REQUIREMENTS 3 - ANCHOUSE RS, SIMPSON SE R425EPDXYA,2011) 7 8 8 _ DBL SIDEDQ4 �3"O.C. AURA E D/1 ANCHORS,ICC-ESRJ2505(JULY,T011) --- ------ /'1U I�/1 REFER TO ICC AND 2. ROOF OR FLOOR SHEATHING. MANUFACTURER'.SPECS,FOR INSTALLATION PROCEDURES, 3 ROOF TRUSS OR TJI's 8 ALTERNATE DBL SIDED Al Q 2112"O C. SIMILAR CONDITION Westridge PA 2D ❑ CONTINUOUS SPECIAL INSPECTION FLOOR FIX AND ALTERNATE @ADJOINING JO&SITCQUALITYASSURANCE ARE STEM WALL ADDITION ON gE ❑ REQUIRED C.PER SECTION448 22 45GFICACTRSHA EXISTING SLAB 13 TIE OWN. AT OFFSET POSTS g 9 4. 2x43T 1OS CONCTRALENGTH F SPECIFY PANEL EDGES OF SHEAR WALLS 2 V OVERALL LENGTH OF ANCHOR. FF 4-i 1 FF 5. DBL.TOP PLATES. FF2-720124FORCUTTING THE SUB B TIE6 SLAB BACK SEE DETAIL 7 6. CS STRAP A.SIDE SOLE 12 - FOR OTHER HOEDOWNS NOT 1. EXISTINGNON-SHEARCOMP WALL 1 TYP 11/8"00R 7/8"0 PLATE IFC . LISTED IN TABLE&OR OTHER OVERHANGING COMPLETELY OR THREADED RODS COND.NOTINCLUDED HERE, 1 PARTIALLY OFF FOUNDATION PREFABRICATED S�AR 13 13 7. ADD FULL HEIGHT BLK'G W/ 7t COMACTGW'AS ENGINEERING EDGE,MIN 1 12"&MAX.31/2". PANEL PER PLAN SHEATHING E.N.@8 AFFECTED MIN.MINFOR SPECIFIC FIX 6 3. US!,THI CKFANGLEAIRION GON ALL. 2 NATURAL GRADE. BBY ANDEYOND ON (JAYS OF Y FIX FOR MISSING HOLDOWN 18 7 4 q HORIZONTAL LE TO BLOCKING. HORIZONTAL LEG TO MATCH 3. PREFABRICATED SHEAR 1. EXIST 2X,3X PER PLANS. D5105-1208 L, 3 OVERHANGING WALL(HORIZ. PANEL PER PLAN 8. RIM INTERRUPTED a DUCT. 1 1 DEVELOPER: LEG MIN 2"),VERTICAL LEG 2 3 5 8 SECTION a FLOOR FRAMING 2 NEW ZX BOTH SIDES, MIN.6". 4. EXISTING CURB WHERE 9. A35 PER PLAN AND MIN.(1) 2 e 2 Pardee Homes ,p= 4. 1/2"0 WELDED STUD BOLTS 4 OCCURS. A SIDE OF BREAK � f"F'` 3. EDGE NAILS TO NEW ZX PER 16"O.0 REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT 4„ 5 5. SIMPSON TITEN HD CONC. - 5. DRILL HOLES IN EXISTING 10.A35,PER BLOCK. / S.W.SCHEDULE. A SCREW, CURB&FOOTING FOR NEW ° ♦_� 4. 10d FACE NAILS fl48"O.C. SIMPSON TITEN HD SIMPSON SET-XP-EPDXY ADHESIVE 2 W/MIN.8"FROM C CRETE BOLTS.FILL HOLES W/SIMP. 11 E.N e e STAGG.ALONG STUD FACE. FOUNDATION EDGE. ° SET EPDXY PRIOR TO BOLT ARCHITECT: SCREW ANCHORS WITH A307 GRADE C ANCHORS 14 3 5 5. EDGE NAILS TO NEW ZX MEMBER ((ICC-ESR-12713,SEPT.2010) M PLACEMENT. 1-POUR OR 2-POUR W/DON£L i-POUR OR 2-POUR W/DOWEL 8 ® ® 6 i"MIN 1 10 12.SHEAR PANEL. ' e ° ° 11 ®®2X REQUIRED SPACING(HALF yygLL 7ypS (ICC ESRi2713) (IC ESR#2608) 1 7. 2". 8. TYP.EXISTING FOOTING. 13. 2)CSi6 EA.SIDE Wl1°d's 17UMBERS OF NAILS REO'D.)PER Bassenian Lagoni Architects 8. CONC FOUNDATION EDGE. •• 2 O C.MAX STRAPS TO S.W.SCHEDULE. 2X4 SILU3X4 SILL NAILED Q$TOP OF SHEAR 4 12"MIN.8 12"MIN EXT. (1)�.0 8 • ^ 7. NEW 15"WIDE x 48"LONG T ZXB SILU3X6 SILL (2)12"0 --�,J GRADE BM.CENTERED PANEL AND O HAVE MIN. 7yp, ryp, 6. IWO z 312'SOS SCREW FROM TNT. 2X 8 3X SILL 8" 8 7 4 A NOTES' « CORRECTLY PLACED PAIEL. NO.OF NAILS EQUAL TO 2X STUD d4 3X STUD 88 NEW 2X TO EXIST.3X qp 10" TO WHEN FTG.IS MISSING SPLICE NAILING PER PLAN. PANEL JOINT PANEL JOINT O.C.FOR SINGLE SIDED S.W& 1 POST-INSTALLED ANCHOR - ALL METALS EXPOSED TO b '• t. PER TABLE.SPACING BETWEEN 8„ 3 WEATHER MUST BE PROTECTED v 8 N 10 NAILS MAY BE USED. 5"O.C.FOR DOUBLE SIDED S.W. LOCATION: _ 2"2 _WALL ANCHORS AND MIN DISTANCE SECTION A-A AGAINST CORROSION. 5. (2)NEW#5 EARS TOP 8 BOTi. STAGG.ALONG STUD FACE. X4 ADD 312",2XS WALL EQ. EQ. FROM EXIST AB,TO BE 4". F= 14.SHEATHING E.N. AFFECTED I G W/ 8 5 9 I 13 13 I Z 7. NOTCH NEW 2X BLOC KING Lake Elsinore 2. DOWEL PER NOTE S OF 1ISD1 - ANGLE TO BE CONTINUOUS - 3. PLATE WASHER PER FOUNDATION 6 3" AV AND ONE A EA.WAY WHERE ANCHOR BOLT OCCURS Riverside 3 CL BEYOND.MIN.(3)AYS OF J 1 1 NOTES ON SN1 SHEETS. A - CONTACT GOUVIS ENGINEERING BLOCKING. )- r° °: CA 3 U 12 S. ZX BLOCKING. 2 ° 2 FOR ALTERNATIVE FIX FOR THE ° FOLLOWING CONDITION, WOMW EMBED. NOTES. OVERHANG<1 12"OR>3 12". SECTION ROOF FRAMING 9. 1Dd/R 8"O.0 STAGG TO(E)2X SILL E Ii PER .W.3CHED.USE1/" 312"S REVISIONS LOCATE ANCHORS 12"MIN FROM 48" i • J'•' J>°, SCREWS TO(E 3X MIN.SILL PLATE P } CONC EDGE WALL. FIX FOR WALL OVERHANGING 7 S.W.SCHED. 10"O.C.FOR SINGLE NO. DATE DESCRIPTION FOR NONSHEARWALL INSTALL 1 SIDED S.W 8 6"O.0 FOR DOUBLE 1 SIDED S.W. AGGERED FASTENERS 12"0x4"EMBEDMENT TTfENHDAN II II SILL PLATE NAILING ALONG NEW ZX BLOCKING 1 06/28/16 PLAN CHECK FOR EACH MISSING DR MISPLAQED A.B. OFF FOUNDATION EDGE FOR 14 CUENT REV 23 I EMBED. BOL7 SIZE J PERIODIC SPECIAL INSPECTION IS RETROFIT FOR MISSING FOOTING 2 0629/16 UPDATED SOILS REQUIRED FORANCHORINSTALLATION 1 &2 STORY COND. ONLY 10 FIELD FIX @ PLATE/RIM BREAK 6 FIELD FIX-MISPLACED NAILING 3 I° 4" 12"m I IF MIN SPACING AND EDGE FFi - 101 PREFABRICATED SHEAR PANEL. 7" 5/8"0 DISTANCE CAN NOT BE MET, -- - CONTACT GOUVIS ENGINEERING 1. OVERSIZED HOLE OR HOLE 1. (2 1116"WIDE x 12GA.STRAP FOR SPECIFIC FIX. 1 8 9 2. 12S0 SIMPSONUT�N HD - GRATERTHAN 1118"OVER 1. EXISTING ANCHOR 5 BOLT DIAMETER CONCRETE SCREW ANCHORS. MISPLACED. MISSING OR MISPLACED A.B. 19 2 ANCHOR BOLT W/WASHER. EMBEDM2713VMTH 4OI r c EMBEDMENT.REFER TO ICC I•" 2. USE APPROVED COUPLER 1 EXIST.2x MUDSILL USED IN LIEU OF 3X. 7. E SHEAR WALL EDGE NAILS PER ° ° 3. SILL PLATE AND MANUFACTURER SPECS. - AND EXTEND ROD W/SLIGHT O FOR INSTALLATION _ ,uM,e' 2. EXISTING FOUNDATION. SHEAR WALL SCHEDULE < II II 4 - AN TO CENTER ROD IN 3. EXISTING A.B.'s PER PLAN. B. ADD 12"0 SIMPSON TITEN HD ii ° II , 4 EPDXY GROUT 4 PROCEDURES(SEE TABLE) .r,`-' WALL.USE,2:1 RATIO II 3 USE COMMON AILS 1 OPENING IN CONC.SLAB. 4. SHEAR PANEL PER PLAN. SCREW ANCHORS FOR EVERY ° A I�- 2� ° 1 I I •�""- �g 'n �, I Y`' (12"HIGH FOR 1"OFFSET) ° 5. SIMPSON BPS 5/8 USE 0.1820x 2 12"NAILS. y 1 2. TYP.#4 DOWELS 12"O C. 5. NEW 3z SILL BLOCKINGS (2)ANCHOR BOLTS.PERIODIC u u °° ° SEE TABLE. JI?'1y',':.i •- TIGHT FIT' EACH BAY FOR SPECIAL INSPECTION IS REQUIRE ° S TMIN.2 PER SIDE)FM19 913 ,, •,a +,8,•• 3 RAISE HOEDOWN BRACKET SHEET NAME: T MIN. THE LENGTF�OF SHEAR WALL. PER ICC ESR 2713. 8. STUD WALL PER PLAN 5 3 5. REPAIR CONC.SPALLING, GROUT M XSLAB AS SUSE DOHOWN WVVELS TOP �F'P`,r,'v";)"11"I 3 - EXTHIGENSION ROD ON WALL TO RECENT 6. (4)1Od NAILS&W O.C.MAX STAGGERED 9. (4)1/4"0 x 3 112"SDS SCREWS FIX USING EPDXY GROUT FIX USING SIMP.BPS 5M IF OCCURS,W/HIGH STRENGTH &BOTTOM. 8"OR THICKER •5 �y a" ,-' - STRUCTURAL OTJ NEW 3x M SILL BLOCKINGS. STAGGERED ON NEW 3x SILL CONC MIX. 3 SLAB,PLAC DOWELS 3 rryVa' O 0 ct .. DETAILS&NOTES BLOCKING TO EXISTrYP .2x SILL PLATE 4" MIN 1 8. 4MIN11jf2)#4 DOWELS EMBEDED z APPROXIMATELY1314"FROM V* Tu."Moh:' ,:'.' ;• NOTE: . FIX FOR OVERSIZED HOLE 15 4,2'I QOND. w TOP OF SLAB. 9 ssL,an 3. WIDTH OF OPENING MUST BE I h v,31 ( •,, r .,,:f.; V;S;c THIS FIX SHALL NOT BE USED 9 --- D5088 8 2 m MIN.201,TO ALLOW FOR dPP1D r a v 3 P`D IF ANCHOR IS MISPLACED DOW4 8 4", 1POS7 PER PLAN. = PLAN VIEW 4 PR VIDE VAPOR BALING AS RRIER agreg�'o, ` uC ^,CI-. ONIC.DUWARD E TO MINEEDGEF ` - LOd 1O DISTANCE REQUIREMENTS.0. UNDER SLAB U10t2. SIMPSON ABU COLUMN BASE ' NOTES. PROTECT NUMBER: TO MATCH POST SIZE. 64002 , ALL METALS EXPOSED TONOTES FOR P.T SLAB:1yq„ 3 518"DIA.SIMPSON WEDGE ALL ° WEATHER OR EARTH SHALL BE ANCHOR W/4 1/2"MIN. GALVANIZED TREATED AND •MARK-UP TENDON ROUTE IN -EXTREME CARE SHALL BE MIN. ° ° EMBEDMENT INTO CONCRETE �� �� PROTECED AGAINST CORROSION. BOTH DIRECTIONS ON SLAB TAKEN NOT TO DAMAGE ANY Lw MIDDLE OF SLAB CONDITION @ MIDDLE OF SLAB CONDITION. W= i H SURFACE IN THE VICINITY OF TENDON DURING REPAIR. , a ENGINEER: GE - o m EDGE OF SLAB CONDITION $6 MIN.CONCRETE STRENGTH THE PROPOSED OPENING _POUR NEW 4000 PSI CONCRETE ° _ f 4. 5/8"DIA THREADED ROD U PD=2000Pm. PRIOR TO PROCEEDING WITH TENDONS SHALL NOT BE EXISTING ° ° DRAFTER: GE ° ° w NOTES: EMBEDDED 5"INTO CONCRETE ���r to p I� THE SLAB EXCAVATION. RE-STRESSED UNTIL NEW CONC. MORE THANFOR ` e -FOLLOW MFR.SPECIFICATIONS W/SIMPSON SET EPDXY. ~O OVERALL LENGTH OF STRAP TO -DE-TENSION ALL TENDONS REACHES 3000 PSI.(IN CASE ISSUED DATE: PLOT DATE: ° AND ANCHO�RATGE SYSTEM STRAP #OF BOLTS #OF NAILS ION OF ABUBE SPECIFIED BASED ON SITE PASSING THRU THE AREA BEING TENDONS WERE DE-TENSIONED). CONDITION,BY CONTRACTOR, CUT.IF CUTTING BETWEEN -SPECIAL INSPECTION IS 1/11/2016 06/28/2016 _ STHD10 2 23)NAILS SIMPSON"MST'STRAP(OR TENDONS NO NEED TO REQUIRED DURING 3 2 7 BE O MORE THAN t W OFF SLET STHD14 3 (32)NAILS EQUAL)MAY BE USED IF LENGTH DE-TENSION CABLES BUT CUT CONSTRUCTION PROCESS. SHEET NUMBER: IS ADEQUATE. MUST BE 6"AWAY FROir1 CABLE, FROM POST LOCATION FIX FOR MISSING HOLDOWN S N-3 24 FIX FOR MISSING 3x SILL PLATE FF3-„D401 20 MISSING/MISPLACED COL. SE 16 �pLgCESWH ERE HTTS HOLDOWN FIX CANNOT BEAPPLIED 11 FIX FOR CUTS IN SLABS FF, 7 MISPLACED HOLDOWN ANCHOR 4 NOTE: 1. MIN.4X4 POST(U.N 0.). 1. SLAB PER PLAN -4x4 POSTS CAN BE REPLACED WITH 2-2x4 AS LONG AS NAILS ARE MAINTAINED WITH 2 REFER TO PLANS&TABLE BELOW 2. REINFORCEMENT PER PLAN MIN.EDGE DISTANCE AS REQUIRED BY THE FOR CONNECTION TYPE. NOTE: P. MANE.SPEC.&SW EDGE NAILS STAGG 3 "C"VERT.BARS PER TABLE BELOW ON BOTH STUDS. 3. REBA(R PER TABLE,CENTERED® PROVIDE CONTROL JOINT AT NOTES: 24"MIN.RETURN 4 8d HORIZ BARS M 18"O.C.WHEN FOR DUAL-POUR FOUNDATIONS, �HDOCATE TOP BAR 3'D REBAR TO 5"FROCORNERM 19-0"EACH WAY(U N O.) --FOR SING/MISLOCATED A.B, a. 2X STUDS 18"O.C. N VERT.BAR 'VAS GREATER CAI" USE(2)#5 DOWELS TOP OF CONCRETE d 2 1 ACE OF STUDS SEE DIET 19/SN-3 FOR FIX. EE NOTES: b. INTERIORISH. PLACED WITHIN 2" 78" m N�n 5"MIN 8 SEE DETAIL#1 FOR LEGEND& iv i PORCH SLAB d - FOR OVERSIZED HOLE IN SILL PLATE, c. 2X P.T.D.F.SILL USE3X5 DEEPENED FOOTING TO ACHIEVE -4x4 POSTS CAN BE REPLACED INFORMATION NOT SHOWN SLOPE TO DRAIN FINISH SEE DET.ISBN-3 FOR FIX.1MIN DAYLIGHT REQUIREMENT OF FROMEACH STRAP.�' - 2 4. BOTTOM EI CONE.FOOTING W/I 4AS LONG AS NAILSARE - VAPOR BARRIER TO HAVE MIN WLAP WHERE INDICATEDONPLANS) WHASSET T THE SOILS REPORT BEFORE BEING DEEPENED OR MADIA.ANCHOR BOLTS MAINTAINED W/MIN EDGE DISTANCE PROVIDE SAW CUT WITHIN 24 AT ALL SEAMS PER MANUF.(U.N.O.).WHERE OCCURS. OR MASAAMASAP. WHERE H IS THE HEIGHT OF THE ASREQUIRED BY THE GGER SPEC. '1/8"MAX 1l8"MAX HOURS OF POUR --1 ° a° ° s - VERIFY ALL INFORMATION SEE FOUNDATION PLAN&NOTES ��^■T7���/'/��(C'�SLOPE 8 S.W EDGE NAILS STAGGERED ON d d PER UPDATED SOILS REPORT. UNDER"FOUNDATION"ON SN-1V V V • iVBOTH STUDS. PLAN VIEW IRS °. Z LOWEST T GRADE BELOWffl-IN.TAL HEET S FOR OTHER REQUIREMENTS FOR NON-MONO POUR FOUNDATIONS, SSTB A CONIC END ' f 1) • "w ^c^BAR - 4° d. SEE PLAN FOR SLAB THICKNESS li m w 1g•to DOWELS PER EACH PLAN VIEW . •SAND OVER VISQUEEN CAN BE 'S AND REINFORCEMENT. i ° a 18"T02S^ USE(2)#5 I SSTB®GONG.CORNER s---- -------- ----'-- --•fir Lq ° ° -�--- • B" ELIMINATED UPON VERIFICATIONa SEE PLAN FOR SLAB REBAR°�•�Id 28'T098" #4 BARS®18'O.C. 4 -k �.-- 3TTOIB" #N BARS 12"O C 3 SSTB BOLT,P CED WITHIN 2" MIN. W/SOILS ENGINEER 8,USE OF W/C f. T OF SAND OVER MIN.10 MIL 4o"TOOT #SBARS018.00 FROM THE BOLT r T 13/4' NOTE: RATIOOF.46WHENGIONC.CANBE ON VAPOR BARRIER OVER a'OF 4400 Campus Drive 4 NOTES: O ASSURED TO BE CU ED PROPERLY. SAND AS RECOMMENDED BY O 2 81"T072" #5 BARS®12"O.C. I I MIN.,TYP. SEE DETAIL FOR LEGEND AND H a °. 4 - INFORMATION NOT SHOWN p h THE SOILS REPORT Newport Beath 2 INTERIOR FOOTING -INSTALL STRAPS OVER SHEAR 1 I E PLA I 5024 SAW CUT HAND TOOL JOINT h. EXTERIOR FINISH W/G.1 BASE 3 INSTALLATION PANEL, d 2 I ALT_ q SCREED.SEE ARCHITECTURAL. CA 92660 IS REQUIRED - - 1. SEE DETAIL#3 f e - p. 7"EMBEDMENT.((FOR DUAL POUR THE �• •° -REFER TO DETAILS#1 14 15 I TYP. CONTROL JOINT 10 W-.�'- 2. #3X24"DOWELS 624"D.C. � _ 7"EMBEDMENT fNTO THE 1st.POUR PLYWOOD PER PLAN, 4 5 FOR MORE INFORMATION III C d c - STARTS FROM THE COLD JOINT) L-� -MIN.Pc=2600 psi. -��- - •ii' w \' 4 _I� '� V TOP OF NATURAL GRADE OR Newport Beach 2 HOUSE TO PORCH COMPACT FILL MINIMUM TO DAYLIGHT(Hl3) •I -FOR MISSING OR MISLOCATED P II tel 949.752.1612 HOEDOWN STRAP,SEE II I D5098N p z W PER SOILS REPORT 4 DETAIL 18/SN-3. m fax 949.752.3321 I 1 ••' L,ti 8 JE< T 1 e NOTE: ° 4• a NOTE. 1N ---- -DEEPEN FOOTING AS REQUIRED III 11• p SEE DET 1/50.1 FOR INFO NOT SHOWN A"1'T` TO ACHIEVE 1e+4 AND EXTEND THIS SEE DETAIL#1 FOR LEGEND& NOTES FOR DUAL POUR: Palm$ rill SEE DIET 20/80.1 FOR MIN.TRENCH DEEPEN FOOTING 1.5 Is BOTH SIDE - - - INFORMATION NOT SHOWN °° REQUIREMENT CORNER INSTALLATION OF STRAP PARALLEL TO FOOTING 5 ___ 4_ _ _____ r e -(FOR DUAL POUR DEFINITION SEEl 7�•323.5090 LONGITUDINAL DIRECTION.PROVID NOTES: 3 MIN.3"CLR ALL AROUND FOR STEE 17 _F F 18 F F C to 1. SEE FOUNDATION NOTE 2 .SEE DETAIL#1 FOR LEGEND 1 CENTERLINE OF POST 'Ir O NOTES ON SNER FOUNDATION TYP.DEEPEN FOOTING 21 ON SHEETSN-1 AND PAD FOOTING _ ) r• STRAP 8 BEND THE REBAR AT AND INFORMATION NOT SHOWN 2. POST IN WALL OR USE CORNER AS NEEDED. SECTION C-0 O PAB BOLT I STALLATION - 4x4 POSTS CAN BE REPLACED WITH 2-2x4 COLUMN BASE,SEE PLAN O -USE#4 DOWELS 1B"O.C. P r-I-101 1 17 EXTERIOR FOOTING 8p SW dL 11 FOOTING AS LONG AS NAILS ARE MAINTAINED WITH 3. PAD REINFORCEMENT, EMBED MIN.12"O�IRST POUR. -USE STHDIDRJ&STHD14RJ FOR D5107 MIN.EDGE DISTANCE AS REQUIRED BY THE SEE PLANS 3 t, DOWELS THE FOLLOWING RED AT ANY CONDITIONS: INSTALLATION RIM JOIST APPLICATION. MANF.SPEC.&S.W EDGE NAILS STAGG No(,A- r � ON BOTH STUDS TCH 1. SOILS WITH 20<E.I.<508 OR F NON-BEARING INTERIOR WALL 11 SEE PLANS 24"SQ.MIN' FACE OF 1 d TO BE LESS THAN 3" SONS WITH 0E E.L 50 DIFF. Z #4 BAR x 8'-0"MIN. 1 I I STUB FOOTING DIMENSIONS SETTLEMENT OF 1"MAX.IN 8413E SIMPSON 18d SINKER STORIES WIDTH DEPTH DEPTH OF ANCHOR BOLTS. Is CENTERED 6 HD I i i 1 W #OF W D D1 2. USI40'NG MASA/MASAP IN LIEU �• 7 HOEDOWN NAILS IN FOOTING' D - ---- I 2 SEE GENERAL NOTES ' 14 UNDER"REINFORCED 1 3. ANCHOR BOLT EMBEDMENT �j. �r STHD70 10" 20 (1)TOP&(1)BO77. 4� SEE PLAN LESS THAN T'INTO 1st POUR. •Tj Ol V IV- �,P, CONCRETE"FOR 2 F' STI `U 1N 24 (1)TOP8(1)•OTT. j •.il/ - ?i d' ADDT REQUIREMENTS FOFCAUFO • 1. 3"DIA.CONCRETE FILLED Ao a CONT.FOOTING REINFORCEMENT CAN BE OUNTED AS PART °OFREBARREQUIREMENT lid 1 3 PIPEBUMPERGUINGTYPICAL EXTERIOR FOOTING _AIRD 114 14 Y 2. CONCRETE FOOTING 1 p 1HOLDOWN STRAP , I ,�y,_, U516 • RESTRICTIVE NOT CE D5100-130204 17 ii "II, 3. 3s"OR PERARCHITECT O °4 SPKIREDESIGSARETMEGS.AND S 13 11 I ° E E° 4 PROPERTYIO SXREGOUV HE ENEENNG 11 t3 , °• ° =i - ° D5101 • ' INTERIOR EXTERIOR 1. PROVIDE STE210 WATERPROOF °• ii II 1NPD CONSUMING GROBPGOND ALL JAL MEMBRANE CONICF POST FOOTING. ISOLATED PAD FOOTING AND TOP OF CONIC FOOTING. JOINT AS ii 1. ADD#4 HORIZON. R D K 6 TO ALL RECIPIENTS AND NO PART OF THESE S C.L. `v li F FF F _ ��= REQUIRED it c� F DMWINGS CAN BE OOHED.TRANSFEIED, O OI 2. 5/8"DIA.M.B.WITH 0 2 2 �.,� f \/ - b d 2 #4 VERT.0 1T'0 C. OR REPRODUCED,NOR CAN 2112",(21Y1"X7l4"WASHER SECTION D-0 PAS BOLT INSTALLATION V ' - - ----- STRUCTURESBESUILTFROMTHEM 1 SW(�INT.FTG/SLAB 2" °Ili 8 3. SEE NOTE FOR DUAL POUR ON WITHOUT WNTTEN CONSENT OF GOUMS ID 3. 6X8 POST(U.N.OJ D5025 - DETAIL#1. EWINEENNGCO WLTING GROUP 8 3 7 F. GI 4. EXTEND AS SHOWN INTO CONC. jay 4 NOTES_ FOOTING ASSHOWN 14 d 1 4Y 1&4" PIPE COLUMN -SEE DETAIL#1 FOR LEGEND COPTNGHTGOUVISENGINHMNG PMAU.RIGH I I MIN.,TYP 12 &INFORMATION NOT SHOWN. CONsuLTING GRouP 2•oe AU MGHTs I 5. SIMPSON CBSO. RESERVED 1 L L I I -IN LIEU O ANCHOR BOLTS 1 II I I 2 x---w` S. MULTI-STUD OR POST PER PLAN USE SHOT PINS AS PER E NOTES: O NON-SHEAR WALL PROJECT: GENERAL NOTES FOR --- 7. BOTTO,R. -- - ,� WMIN. AURA I I #4�@ 24"O.C. -SEE DETAIL#1 FOR LEGEND AND 3 8 BOTTOM OF POST. it •j{ 8„ BEND INFORREBARS QUIRE ° ° °° _ Westrid e PA 2D 5 -BEND REBARS IF REQUIRED 8 I� ° NOTES: �� LAP MIN.48 BAR DIAMETERS. 4 W .F iN b+ 1 ROUGHEN SLAB CONTACT zg4 1 n - ASBE ALT.TO D.F.CONFORMING ANGLE 11 1�• • 1 6 4 3 5 2 SURFACES TO RECEIVE CAST ° 2 1 i d I = EMBED BXB P,T.D.F.CONFORMING 11 // g c c 0 1 o m- - - 2. AL A,B.HD.B.&OSTRAPS ° I TO AWPA STANDARD UI 8 M4 4 L d - 4 D. INTO FOOTING MIN.24" 1 I PROVIDE ADEQUATE WATER 17 '�' * -�, MUST BE`MADE LONG ENOUGH EQ EQ LOCATE#4 BAR I1 _ PROOFING FOR MIN.EMBEB.INTO FIRST --- -- - ---- - - -�- a_���°P_ 1I m Z 18 1p "� F SLAB OR FOOTINGS PER _----- 4 11 3 REPLACED MAY SOLID D D - WHEN DECK ADDED AFTER 1.5 is 151 �3 I ` ----r.= SAND CONICMAX iP °ii ° PLAN a -° ga CONSTRUCTION OR DECK 18 - 18 -Y E •r AT CONTRACTOR'S OPTION n 11 w SYSTEM IS NOT DRAGGED SECTION E E O SSTB BOLTS INSTALLATION 4. 4"THICK MIN.BUILT-UP SLAB -�INTO THE BUILDING,USE SW EXT.FOOTING DETAIL"B", �� OVER COMPACTED MOISTENED _ -- k , '� SAND BASE °4 NOTES: 5. #4 REaARS SEE LAN - WHEN DECK SYSTEM IS r T -WHEN POST LOAD BEARS�p 18"0 C EA.WAY Q 24'O C in 2 4 °° °4 ° a DRAGGED INTO THE ANY p 9 3 ° ° 4 SEE PLAN BUILDING PER DETAIL 4/SD2 1 •f`4 CAST-ON.24"S SLAB,THICKEN I.QND 2 DEVELOPER: •s SO .. °OR DETAIL 14ISD2,USE j j LOWER SLAB THE WAY TO 8" 8" ° Pardee Homes DETAIL"B" DETAIL"A" DETAIL"A". 8�� 8" 1.j 15"MIN.® WALL WI L W(U.N.0) I.F -SEE DETAIL#1 FOR LEGEND pAR� RAISED CURB -'� -"T POST TO FOOTING AT DEC 18 &INFORMATION NOT SHOWN. •{IP BUILT-UP SLAB 13 STEP AT CONCRETE SLAB 7 INTERIOR BEARING FOOTING 2 • ii I"> D5099-110301 D5096-131107 ARCHITECT: 14 1i - 11 ii•• ° Bassenian Lagoni Architects NOTE' 1. MULTI-STUD OR III 13 ✓ 13 FOR MISSING"CB",SEE POST PER PLAN. aB db i ° ��I DETAIL 16/SN-3. 2. SIMPSON COLUMN BASE 24"MIN. °• CBA.CBICBSQ PER PLAN. NOTES in�z - 12 3"BATTER 3. #3 MIN."V"BAR BENT 1 7 12'%�t2'THRU STIRRUP LOCATION: IS "S"SHOULD BE MAX 18^ 1 51 1.61e F == OF COLUMN BASE 1. POST PER PLAN FTG REIN'F 18 18 4. (2)N4 E/W PER PLAN. 2. SILL PLATE Lake Elsinore 15"S" _= 5 PLATE&ANCHOR BOLTS 3 ANCHOR BOLT.SEE PLANS s h NOTE: Laer Elsinore '0'IS OVERALL DEPTH OF FTG SECTION F-F O SSTB BOLT INSTALLATION 2 WHERE OCCURS. FOR SIZE AND SPACING SEE DETAIL#1 FOR LEGEND PER TAIL SSW 881NT.FTGASLAB 8. PAD FOOTING PER PLAN. 4. TICEARANCE.TYPICAL CA BEND REBARS IF REQUIRED&LAP _ _ &INFORMATION NOT SHOWN. P -7. TOP OF CONCRETE SLAB 5. ADD 04 BAR BENT DOWN d c • MIN 48 BAR DIAMETERS i WHERE OCCURS. 1 3 11 2 INTO FOOTING AT RS 1. REBAR PER TABLE,CENTERED®"HD" t0 20&8"FOR SSTB24,24 7/8"(MIN)FOR SSTB28 Ot�# 1. ISOLATED SLAB FROM STEM BEND REBAR @Q CORNER) 11.USE 16d SINKER NAILS.0148"x31/d"FOR HTT4 8 HTT5. 9 8. 7'-0"TO THE BOTT OF WALL(USE ill"FIBERBOARD • REINFORCEMENT 70 MATCH �OR COND.B,L-OCATE TOp REBAR 12.LT WIDTH(13"FOR 7/8�'0 BOLT,9" OR&8"0 BOLT uc 3 THE HEADER U.N.O 11 Mp,TERLyL) REVISIONS FOUNDATION DETAILS ) 5 i 7. TOP OF SLAB(T GA))GE 11 P Z 4 " 3"TO 5"FROM TOP OF CONCRETE 13.EDGE OF DEEPENED SU&FTG FOR HOLDONM®INT SHEAR NAIL ° g A R4 a•_ 4° ° 2 SIMPSON PAB STD.STEEL BOLTS PER 14 BOTTOM OF SLAB. __ ❑ n 8. TYPICAL CONT.#4 TOP AND 1 NO. DATE DESCRIPTION SCHED.(ALL THREAD A307-C/A38 RODS 15 TOP OF DEEPENED EXT.FTG FOR PAS BOLT INSTALLATION + 2 ° BOTTOM(U.N.O.) CAN BE USED IN LIEU OF PAB BOLTS) 18.BOTTOM OF EXT FOOTING/MAT • o _= n u 9. 8'-0"TO THE BOTTOM I 0&2&15 PLAN CHECK 3. CONC(RETE STEM/FOOTING 17.EDGE OF EXTENDEDIENLARGED EXTERIOR FOOTING 4 ° n° u f0 OF THE HEADER g---- D5 4. D 5H/8"0 BOLT ENT RE EMBED LENGTH 18 CONC CORNERIEND,R ANCHOR BOLT EXTEND TED LESS FTG AS THAN FOLtOWSM Do 4 11 ° 4° 1e 17.P'CUM NMIN. °° 2 06/29/16 PUNT SO 11 II JI ILA g 7 °°4 �,i5; UPDATED SOILS ULE CORNER COND.-THE REMAINING BALANCE OF STEPPED FOOTING 19 5 SDOUBLE HEX NUTS EE SCHEDULE OR STZES.ASHER ERD ONO.?FOTHER URNFCAT FOOTING. LESS THANS� q 4 P NOTE: 1 ''"O +•n1L 8. EXTERIOR FOOTING EDGE. 1 Sias FROM CONC FOOTING END,THE EXTENDED P JI _J¢ 5 4z4 POSTS CAN BE REPLACED WITH 2.2x4 Q - 7. CONCRETE CORNER FOOTING PER SEC.E-E&SEC.F-F ENDS AT WHERE �- A c_D. AS LONG AS NAILS ARE MAINTAINED WITH 8 CONCRETE END CONCRETE FOOTING END PER PLAN ° 3• P n MIN EDGE DISTANCE AS REQUIRED BY THE .,�: 9 WIDEN FTG WHERE OCCURS,SEE DETAIL#1 MA F •B. SEE PLANS DER 3 ON BOTH STUDS W EDGE NAILS STAGG ,3 ' .4 •� r'"1/E`NEER MATCH ITS R731 EBB& 4' D5002N2 ,L I" BE L THAN' 1 FINISH GRADE NOS COLUMN BASE - D` g`"F 4. CREATE PIPE SLEEVE 2" -SEE PLANS &IMF 14 RAISED CURB D5017 8 EXT. BE A' �E CURB.. ,`g'',' 3 2. BACKFILL TRENCH EXCV. LARGER THAN PIPE -SEE DETAIL#1 FOR LEGEND 81NF0 NOT SHOWN D5023-1 10901 PER SOILS REPORT 11 -FOR MISSING OR MISLOCATED SHEET NAME: NOTE: HOEDOWN,SEE DETAIL WSN-3 16PfOW 0[ r,`')L 3. BOTTOM OF TRENCH W T CONTRACTOR IS RESPONSIBLE HDQB HTT5 HDU -REFER TO MANUFACTURER SPECIFICATIONS �OdeB STRUCTURAL FOUNDATION NOT TO EXTEND BELOW THIS FOR PROPER SHORING WHEN FOR INSTALLATION INFORMATION NOT SHOWN TIE''a DETAILS FOR VERY LOW LINE REQUIRED -WHEN 3-2X MEMBER IS USED FOR Moos&HDU, ,3U11K' v'.' - '• 1/4"Bx41f2"SDS SCREWS SHOULD BE USED. g;•^ _ I / TRANS ER PLATE FOR NUT IS I,,REQUIRED HH00111A,8 •Od8`" NOTE: SEE DETAIL#1 FOR LEGEND& &LOW EXPANSIVE SOILS I. + ^' INFORMATION NOT SHOWN WITH E.I.<50 8, I HHD014 HOEDOWNS. ° i � '"-I -FOR HD12 AND HD19,USE BXB POST MIN a b ' - COMPRESSIVE SOILS OF 1 3 I 2 I' NOTE: 1.SEE DETAIL#3 UP TO 1"IN 40' I I 1. 3"X WX 1/4"X 30"LONG 2 I t. I HOEDOWN SIZES F(MI MI IeA 'SIZE HER(SIZES FTG EXTENSION #4BAHD B_ IN 5 t•P STEEL ANGLE SEE DETAIL F ABOVE FOR f c b 1 ° Ai C N RB I •I (COND. PAS BOLTS BEY ND 1 d TRENCH PARALLEL 1 SIMPSON FINISH LEGEND&INFORMATION NOT d I• I AS CENTERED CENTERED 2. (D 3/8"DIA CARRIAGE N SHOWN ''�DRNEWAY PROJECT NUMBER: FITTS PASS 10" 8 x1 xi 'SSTB24 &SECT F-F 2 TOP&(2)HOT. tb 90 5 4• TIE BEAM REBARS TO CONTINUE Ili ° \° I ��oo`� O ., „ SEE SECECT F-F I) 1) l) 2 C 8 J ° J ,'.:-;a ° n-�-- 10'-0'MI HDU• pA87 18" 10"}'Xt}1Q} SSTB28 2 TOP E 2 BOT. i TOP E 1 BOT. v 3. SHOVEL FOOTING n V INTO EXTERIOR FTG'S MIN.24". " ° I. I MOOS SSTB28 3 TOPS 3)SOT. 4. 12"CONCRETE EMBEDMENT O K = LOWER TIE BEAM AS NEEDED. li P ° ENGINEER: GE HDUtt ENLARGED P- ' HHDQ11 (4)TOP&(4)BOT. PLAN VIEW 1 ' 5. 2X4 P.T.D F.MEMBER :1 4 4 F'n ADJUST EXTERIOR FT O'S®TIE w m = r 1 HDU14 PASS 18" 12" �"x2}'Y1}" (2),TOP IO "' BEAM LOCATION FOR REBAR a .Jl° i ' DRAFTER: GE SSTB BOLTS HHDQ14 S 1 6 2:4 P.T.D.F PLATE NOTCH wp DEVELOPMENT NOT APPLICABLE 11 I,( D O W O 2� I •I HD12 PAB9 21' 14" "x2 'x2 N.A. o.�11_.I P AROUND STEEL ANGLE) ° 4" a ISSUED DATE: PLOT DATE: ADD(2)#4 X 4'LONG COMPACTED '{ (3)TOP&(3)HOT ° e 1/11/2016 06/28/2016 HD19 PAB10 24" 18" x3"x3" 1 CENTER 9111 PENETRATION FILL 11 J1 CONT.FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT SHEET NUMBER: TRENCH PERPENDICULAR TO FOOTING IF BAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE;OTHERWISE,BARS PER---- SCHEDULE ARE ADDITIONAL. Ds1o� II I D5014 S�- I TYP. TRENCH @ FOOTINGS D5 t7 20 TYP. HOLDOWN INSTALLATION D5107C-130522 16 PONY WALL 15 TIE BEAM 9 HOUSE TO GARAGE/APRON D5097N 4 1 2 3 1. EDGE NAILING 1 PLYWOOD SHEATHING. 1. CONT.FLUSH BEAM 2. TRUSS BY MANUFACTURER. PER PLAN 2 ROOF SHEATHING. 4 1. TIMBER STRAND,LSL OR 4X 3. 8d COMMON NAILS AT 6"O.C. \ r >c \ r 1 CS16 OVER SHEAR PANEL OVER 1. SIMPSON STRAP PER TABLE DRAG STRUT W/E.N.PER 14 3 10 6 1 4 3 6 2 B.N.UN O 2'-6" 2'-6" 2. PLYWOOD SHEATING 2X BLKG W/Bd 6A 21/16"O.0 3 OVERFILL RAFTERS. 1 3 3 2 7 3 (2)ROWS OF NAILS FOR EA. ° ° PLANS.IF NOT CONTINUOUS 4. 2X FULL HEIGHT BEVELED \ r EXTEND ONTO DR.ORWINDOW STRAP. 3. 2"X12"X 2'XB'LONG EACH r ° SPLICE PER TABLE BELOW. BLKG.(IF BLKG.IS NOT BEVELED \ r \\ r SILL&ACROSS SHEAR PANEL 4. SHEAR?GIRDER TRUSS PER ° ° ° SEE DETAIL 13-SN2)IF BLKG. 2 SIDEW/(2)ROWSOFiBd's \ r \ r TYP EACH CORNER OF OPENING. MANUFACTURER. _____ ___ ___ __ __ ___ ___ _______ 2. SIMILAR CONDITION(FLUSH 2 PLYWOOD SHEATHING W/E.N. a NOT TIGHT FIT,SEE ITEM NI5. (tc 3" 0C. TAGGERED \ 2 8 1 (ALT.INSTALL OVER 2X MIN. BEAM/JOIST(S). ALONG DRAG LINE. 5. DBL.TOP PLATE OR BEAM. BLKGABOVE&BELOW OPENING 52X BLKG.W/18d's SINNER 5 66. SIMPSONA35,LS50,OR LTP4, 4. DBL TOP PLATE OR FULL LENGTH OF SHEAR PANEL) NAILS A7 6"O.C.SEE DETAIL 3 SPACING AND END LENGTH 3. SEE TABLE BELOW SPACING PER SWSCHEDULE DROP BEAM 2. DOUBLE 2X TOP PLATE 13/SN2 FOR NOW BEVELED _y.y_ SEE TABLE. ALT.CONDITION (AT NONSHEAR WALL,SPACING 3. 2X STUD PER PLAN. q 1 BLOCK. -I"I q, ALT.LOCATION fS 4g"O.0 MAX.)FOR VENT 4. SHEAR PANEL TYPE PER PLAN 4. POST OR MULTI STUD,SEE 15 BLOCK SEE DETAIL 1A/SN-2 �(�T �� ° ° ° ° ° ° ° ° ALL AROUND OPENING,PROVIDE 6 MANUFACTURED TRUSS W/ PLAN. 2 5 4X DRAG STRUT.ALT 2x 7. SHEAR PANEL TYPE 2 TYPICAL W v �/1 '11Ikr- B N.AT BLKG&EDGES OF APPROVED HANGER FLAT @ CS16. 11 2 12 12 (U.N.O.ON PLANS)BETWEEN \\ SHEAR WALL. 5. DBL.TOP PLATE. TRUSSES. 4. 5. CONT.STUDS OR POST W/BN 7. LINE OF BLKG.INSTALLED 6. 2X FULL HT.HEAD OUT g g 5 8. SEE PLAN FOR TYPE AND &WIHOLDOWN PER PLAN AT BY TRUSS MANUFACTURER 8. BEAM OR JOIST(S),W/LINE IF REQUIRED. LOC.OF SHEAR PANEL ON 2X OUTSIDE EDGES OF SHEAR PANEL AND TO TRANSFER 250 PLF g OF EDGE NAILING SEE PLAN. • ° ° ° STUDS AT 16"O.C.MAX. &EDGES OF DOORWAYS. 1 2 5 6 TO TOP CHORD.IF GIRDER 9 ALT LOC OF SHEAR PANEL. 4400 Campus Drive - 1 3 6. HEADER PER PLAN TRUSS IS NOT DESIGNED TO 7. SEE F JOIST OR BLOCKING, STRAP SHOULD BE CENTERED 10.2X FULL HEIGHT BLOCKING. 7. WINDOW SILL WHERE OCCURS. TRANSFER THIS LOAD, g SEE FRAMING PLAN. @ SPLICE POINT. 11.TYPICAL BOUNDARY NAILING Newport Beach ;r 8. NAILING/SCREWS/BOLT APPLY SHEAR PANEL 12.SIMPSON HI EVERY TRUSS. PER PLAN TYPE 2. q NOTES CA 92660 / 11 9. STAGGERED FACE NAILS PER - MIN 3 1/2"WIDE MEMBER STRAP NAIL SIZE& CAPACITY DRAG STRUT USE LGT FO GIRDER TRUSS. NOTE 5 OF DETAIL 2ISN3 N FOR CONDITION C 8J7. 1 3 QUANTITIES LENGTH 7 3 16 13 WIDTH OF LGT TO MATCH 10.PANEL EDGE 7 - REFER TO 17/SN2 FOR CS16 , A CSi6XJ6" (32)8d BOX/SINKER 17009 8'-0"U N 0 NUMBER OF PLYS OF GIRDER NAILING PATTERN. TRUSS. B ST8238 (40)i6d SINKER 32309 14'-W 13 2X BLKG.&UPPER SHEATHING • MIN 12"SPACING BETWEEN Newport Beach \� ROWS OF NAILS. C MST48 (50)16tl SINKER 4480R CONTINUOUS W,P PLATE CAN BE REPLACED D MST60 (66)18d SINKER 565M CONTIM I WIPRE-FABRICATED FULL DEPTH tel 949.752.1612 STRAP ENDLENGTH NAIL SIZE AND SPACING CAPACITY BLOCKING < \ 10 6 14.2X RAFTER TAIL W/MIN.3'4" fax 949.752.5321 NOTES: q S18 T-0' 8d BOX/SINKER AT 4 1/8" 1700# LAP W/16d's 6"O.C.STAGG. O O -INSTALL HOLDOWN ON RETURN 5 6 OR TRUSS TOP CHORD. 3 1 WALL&�CORNERS WHEN B' (2)CS76 3'-0' 8tl BOX/SINKER AT 4118" 3400# DRAG DETAIL 4 H 6 15.MAX.GAP BETWEEN BLKG.& 18" APPLICABLE. D0034 100920 TOP PLATE FOR HI&LS50 TO Palm Springs g q 1 -USE FULL WIDTH BLKG.& ,ti C MSTC16 8'-0" 10tl BOX AT 412" 4585# BE 12"8 FOR A35,TO BE 1/4" tel 760.323.5090 WINDOW SILL FOR STRAP ON D MST14 6'-3" 10d BOX AT 3 1/2" 6490# \\ BOTH SIDES OF DBL.SIDED I 5 5 S SHEAR PANELS 4 i ) T 17.2X BEVELED BLMG.SEE -NAIL BOTH PLWD.PANELS 1. BM.,SEE PLAN IN.DEPTH 12" 13-SN21F NOT BEVELED. 17.ALT.LOCATION OF HI/LGT. CONNECTION DETAIL ON SAME MEMBER. -- 2. OFBEASIMPSONSTROST.AP SIDE 7 17 18 --r0 REFER To 17/SN2 FOR CS16 SHEAR TRANSFER 11 DRAG DETAIL $ OF BEAM TO POST. J�� NAILING PATTERN. D0044 100920 D0032 100920 3. POST,SEE PLAN. B 12 NQ 1. ROOF SHEATHING �"`- =Y RBC MAX. F 1. ROOF SHEATHING. -- - 2. EDGE NAILING 4. ALT.TO MSTA12 STRAPS,USE INSTALLATION 11, 2. BOUNDARY NAILING r 3. H2.5 48"O.C.TYPICAL 2X KING STUD EACH SIDE GAP 3. ROOF TRUSS PER PLAN �IJ' { 4. 2X BI ELED BLKG.W/16d's q q 4. G.T.PER PLAN. 2 8"O C.IF NOT BEVELED, OF BEAM TO POST&NAIL J W/18d'S 16"O.C.TO POST 61p, 7 5. SHEAR PANEL TYPE 1 U.N.O. ILu�I i r// EE DETAIL 13-SN2 i &MIN(5)16d'S TO BEAM \. t 1 6. 2X CRIPPLE WALL. �I h- {' `\ 1 3 S. TYP.TRUSSES PER TRUSS 1. 16tl SINKER NAILS AT 8"O.C. i p NOTE: ��' C �r O 7. 2X SILL PLATE W/16d's @ 4" : I \ MANUFACTURER O 1 NAIL SPLICE (5 MIN.EA.SIDE OF SPLICE I -I 2 w p - ADD SHIMS AS REQUIRED. �rF I O O.C.. - --LL-� I 7 6. SHEAR/GIRDER TRUSS 0 N.O.&PER TABLE BELOW. 0 -1 10106 OF CAu�Q� - I - IF THERE IS DBL.TOP PLATE SHEARTRANSFER DETAIL O B. 2x BEVELED BLKG W/A35 ii T , v - - 8 DESIGNED BY TRUSS 2. TYP.STUDS AT 16"O.C. ' I F24"0 C.U.N 0.IF NOT * a / ENGINEER 3. LOCATE STUD UNDER SPLICE BTWN BM.&POST,INCREASE EVELED,SEE 13-SN2 ' ` '' / 7. TRUSS/JACK TRUSSES I LENGTH OF STRAP TO 1 3 1 5 12 4 9. ALT.LOCATION OF SHEAR 8 ' OR PROVIDE 2X BLKG. ? i \ 4 W/APPROVED HANGER BY ACCOMMODATE. _ 10 , ATTACHED TO ADJACENT STUDS PANEL. TRUSS MANUFACTURER - FILL ALL STRAP HOLES WITH -- - RESTRICTIVE NOTICE g 3 W/(3)i6d'S EACH SIDE. I O NAILS. I �I - 10.2X BLOCKING 10�` 8. LINE OF BLKG.INSTALLED 4 NUMBER OF NAILS SPECIFIED BETWEE I w 11.2X SHAPED SILL PLATE W/ _ - BY TRUSS MANUFACTURER SPLICING POINTS PER TABLE BELOW. I I - 18d's @ 4"O.C.TO BLKG. _ -' - i/8,i &TO TRANSFER 250 PLF TO 6 5. SIMPSON STRAP PER TABLE BELOW. I THESE DESIGNS DRAWINGS,AND = �7 5 8 TOP CHORD OF GIRDER. STRAP OVERALL LENGTH I SPECIFICATIONS ARE THE IXCLUSNE -4f,-' 8. SHIM AS REQUIRED. I O ) (l IF GIRDER TRUSS IS NOT -.I'- EQ. EQ.�'- g� EA.SIDE CAPACITY GF EACH STRAP I I .7 �cor+s TTY OF GOUVIS ING GROUP,AND ALIN L G LJ DESIGNED TO TRANSFER 7. CONT.LOWER PLATE\7 WALL. I '\ / 8. EXTERIOR WALL.PRO IDE FULL HT. 3 A MSTA12 - 12" i 2 B INFORMATION SHOWN IS CONFIDENTIAL g LOAD APPLY PLWD.TYPE 2. STUD TO RECEIVE STRAP NAILSLL� I �.ii• 5 - 5 4 9. 2X CONT NAILER OR TOP 9. ST22 STRAP. B 1 CS16 2900# 24" I °Gy TO ALLRECIMEFm AND NOPARTOFTHESE CHORD OF TRUSS W/16d's O I DRAWINGS CAN BE COMM,TRANSFERED. 2 C 2 CS16 5800# %'' OR REPRODUCED,NOR CAN ANY 2 u W 2 ii \ r/ 026"O.C. NOTE: SIDE VIEW END VIEW O I I 11 / STRUCTURES BE BUILT FROM THEM ` ' \\ 10.ALT.LOCATION OF PLYWOOD -FULLY NAIL STRAP W/16d 6 I I / ` STRAP SPLICE I t \ WDHOUT WRITTEN CONSENT OF GOVVI$ r \\ 7 1 -MAIL SHALL BE STAGGERED v' I 1 8 2 11 2X FLAT BLKG. SINKER OR 10d COMMON I - k I 1! I ENGINEERING CONSULTING GROUP it 9 r D0038 100920 n \it r 9 8 &AT LEAST 21/4"APART. POST & BEAM CONNECTION 5 13 I I i5 i ,j,\ �%'/ig RESERVED ` v COPYRIGHTGOUVISENGINEERING 16 I I I •5+ \ / CONSULTING GROUP 2M ALL RIGHTS ! 3 10 NON-LAP CHANNEL 1 R/R OR TRUSS PER PLAN �-/ ALT.CONDITION 2 ROOF SHEATHING. I --- _ \ ' ` - 3 9 CONDITION �� \\ r f0 8 3. MIN.iX CONT.BOARD W/ 8 I - ` I ------------------------- AURA ALT. `��' \\ PLATE! AT I �I ' \ 5 MIN. 's TO EACH ROOF I `�`. \\ i SLOPING CONDITION B.N. FRAMING ELEMENT. ALT.CONDITION A B C D E F G 4. 2X R/R CA.FRAMING. I i 1. BOUNDARY NAILING I1 10 16 22 24 32 36 42 USE 2X4 24"O.C.FOR MAX. P--I--- --- 2. NOTCH TRUSS TOP CHORD OR U 3 x�J 5 11 4 OR 9O MIN.PLATE LAP 4 FT. FT. 6 FT. BET. BET. S 2 O C N OF�'-0&2X8 83 24" FTLLETROWHEREOGGERSCCURS RCUN Westridge PA 2 D �.l O.0 FOR MAX SPAN OF 10'-0" UNSUPPORTED FOR EAVE6 UP T012 67-0"0 C. ALT.STRAP W/16tl SINKER ST22 ST6224 ST6236 MST37 M 52 M T80 &TOE NAIL W/(3)8d a. I 5. 2X6 PURL IN&2X4 KICKER @ I SIZE FOR EAVES UP TO 24 DO NOT SHEAR TRANSFER GF39V 19 OPENING @SHEAR WALL 15 SHEAR TRANSFER 12 TYPICAL SPLICE TOP PLATE 9 8'-0"O.0 MAX TO LIMIT HEIGHT OVER CUT NAIL W/(2)i6d's� R/R SPAN CALIF FRAMING I LESS THAN 14' 2X4 EACH END. GE100-12021 i D0103 100920 D0083 100920 6 (i18AY WIDTH X 30"ACCESS LESS THAN 20' 2X6 3 ROOF SHEATHING W/LINE OF 4 8 VENTILATION OPENING PER E N ww BLOCIONG. NOTES: 1 CS16 STRAP TO BE APPLIED 1 5 3 8 1. ROOF SHEATHING. ARCHITECTURAL.PROVIDE 2X \\ 1 19 LESS THAN 24' 2X8 4. BRAL9NG MEMBER FOR TRUSS 1. 4X4 FULL HT.POST MIN OVER ENTIRE LENGTH OF LINE O 2. ROOF TRUSS BLKG&BOUNDARY NAILING �y---- -- DEEPER THAN V-U'PER TABLE PER PLAN - REFER TO 17/SN2 FOR CS16 OF BLOCKING MIN(31 NAILS TO EACH y 3. EDGE NAILING. 5 OF ROOF SHEATHING AROUND I /- - �I BELOW. NAILING PATTERN. BLOCK.SEE PLAN FFOR EXTENT OF 4. 2X BEVELED BLKG IF 1 OPENING. 5 016d's EA END OF TRUSS TO BLKG. 8 2. 4X HORIZONTAL MEMBER - STRAP TO EXTEND ON ALL LINE OF BLOCKING AND SHEAR I BLKG IS NOT BEVELED, 7 PREFABRICATED VALLEY I 18 ---- 1 6. 2X FASCIA BOARD WHERE OCCURS, PER ARCHITECTURAL. BLKG.(MIN.3-BAYS). TRANSFER DETAIL TO DOUBLE TOP I SEE 13/SN2. TRUSS PER MANUFACTURER. I I 7. 2X4 FLAT STRONG BACK USE DOUBLE BLOCKING OR FLAT PLATES. Fi 3 5 GIRDER TRUSS/SHEAR TRUSS AA CONNECTIONB CALIF RIDGE g. SIMPSON'VTCR CLIPS SF�4. t ACROSS MIN.T ROOF TRUSSES 4" 3. 4X SHAPED DIAGONAL BLOCKS FOR CONDITION B. 2. END LENGTH. I WHERE OCCURS. END OF VALLEY TRUSS ITH I ` _ ' i a I 20 8'-0"O.C.USE(2116d'S MEMBER. - USESI14KERATSTRAPS. 3. PLYWODDSHEATHING. I 6. 16tl's 4"O.0 STAGGERED. (5)10dX112NAILSTOVALLEY I I I OCONNECTTO CH TRUSS. DEVELOPER: 5 4. DOUBLE TOP PLATE. I 7. SHEA�PANEL PER PLAN. O TRUSS&(4) dlX1 12 NAILS I I 8. LS50 OR LTP4 SPACING PER 4. TYP.5/B"m THRU BOLTS 'NAIL LATERAL VALUES BASED ON 5. 2X BLOCKING ON EDGE W/E.N.OR I 8 CALiFORNIA FRAMING. 1 2X BLOCKING A ; TO ROOF FRAMING BELOW. 9 I 117 m'}� I a SW SCHEDULE AT NON-SHEAR COUNTER SINK AS NEEDED. SPFMF. FLAT BLOCKING. I 2 9 USE SAME SHEAR TYPE AS 2 EDGE NAILING. ' �` I- -I I _ --' ) WALL,SPACING , 0 C.MAX) Pardee Homes 3• NO OVER CUT. 6. TRUSSES. BELOW. 10 3 2 3. 2X BEVELED LEDGER ONE SIZE n o h 3 7 I I / OEAIT IF PLYW00 IS NAILEDT 6 1 3 2 F 10.2X BLKG.W/A35 8"O.C. S LARGER THAN RAFTER W/ `\ BOTTOM CHORD OF TRUSS H 5. 8"X 6"X 1/4"THK.X 2 12" OMIT A35's IF PL OOD IS 4 t6d's PER STUD U.N.O.(IF NOT ' 8 9. SHEAR PANEL WHERE OCCURS II WIDE STL.ANGLE CENTERED CONTINUOUS TO UPPER BLKG. 12 E VELED,SEE DETAIL 13)SN2. 'I `i`� ALT. ' AIT. ' 10.2X BACKING W/8d COM�8 O.0 7 @ FRAMING MEMBERS. 11.A35,SPACING PER SHEAR WALL 4. 16tl's AT 6"O.0(U.N O) ) C 6 ' I M ` C FACE NAILS TO TOP PLATES. g yR 6 3 7 11 4 SCHEDULE(A7 NON-SHEAR 5 H2.5 AT 48"O.C.FROM STRUCT.GABLE END SHEAR ARCHITECT: 6 MIN.4X6 BM PER PLANS WALL, 48 O C MAX.). 2 LEDGER TO STUDS.SLIT THE I '+ TRUSS TO TRANSFER 240 PLF W/SUPPORT @ MAX.R-0" PLYWOOD TO INSTALL H2.5. --�-- BRACE BRACE BRACE CO N. CON FROM TOP TO BOTT.CHORD IU.N.0.1. ,� I` LENGTH SPACING SIZE G f Bagsenian La Dni Architects O C. B. 2X R/R OR TOP CHORD OF B \� 2 SECTION C-C 12.MAX UNSUPPORTED LAN TH 0 9 4 I 2• - - TRUSS. � I I L=5'S" 8'4Y O.C. 2x4 (8)16d's H2.5• 2X4 TO BE 6'-0".USE LATERAL 7. 5/8"m LAG BOLT AS 1 5 8 ---- 1 7 PLYWOOD SHEAR PANEL q 1 ALT.CONVENTIONAL (6)16d's H2.5 BRACING FOR LENGTH,6'-0" SHOWN. ���YYY TYPE 2 ENTIRE WALL FROM CALIF FRWG(PLAN VIEW) CALIF FRAMING L=5'$" &-(r CC (2)2.4 13 SHIM AS REQUIRED. FA BRACE EA BRACE 1 I 3 LOW ROOF TO HIGH ROOF 'ICC ESR#2605 16. (i)A35 E/S OF EACH BRACE. 8 ROOF FRAMING MEMBER 5 U.N.O. L=10'�° 6'-0"O.0 2 2x4 EA.BRAG H2 5 15. 4 E LONG CENTERED WHERE OCCURS.CONNECT I = 'iJri ` g q g L8 8. FULL HEIGHT SHEAR PANEL I O EA.BRACE EA BRACE BRACE W/(5)18d's TO TRUs LOCATION: 7 TO WALL PER DETAIL 11-SD2. Fi I`i \I WHERE OCCURS.WHEN CALIF. F RM G SHEAR DETAIL 6 'AS ALTERNATE TO H2.5,USE H3,A34 OR A35 18. 8tl CC TOE NAILS C I 3 I OUTSIDE,TO BE INSTALLED D0025 100920 17.FULLHT.BALLOON ESTUDS Lake Elsinore iv 2" 9. FRAMING MEMBER IF g I r \ 4 I PRIOR TO ROOF FRAMING. 16" REQUIRED PER I NOTES: Riverside MIN ARCHITECTURAL. ! Ell, F IF SHEAR PANEL IS NOT ENDT.OF SISCIS GER/GS.i TYP TRUSSES BLiARING ON 8 2 5 CALLOUT ON PLAN.INSTALL 108 3 WALL - DIAGONAL BRACE CAN BE OMITTEDEND TRUSS/SCISSOR TRUSS. CA NOTE: I SHEAR PANEL PER NOTE 7 PLAN LOCATION OF INTERSECTING WALLS�ND SIZE PER SCHEDULE U.N.O. t- 9. MIN(3 i8d TOE NAILS TO VIEW WHEN FULL HT.STUDS USED TO BOTT.OF 18.SHIM AS REQUIRED.PROVIDE 1 A35EA SIDE 2. TYP.TRUSSES HANGING FROM @ (()) 10 12 LEDG R.IF SPAN OF ROOF OUTRIGGER 19.2X FLAT BLOCKS W/18tl's OF POST TO DBL TOP Ir\ ' \\�I� \tea. - GIRDER TRUSS OR BEAM „ I r r ' MEMBER iS MORE THAN - FOR FLAT CONC.TILE ROOFING,ALLOW 4"O.0 TO PLATE BELOW. REVISIONS PLATE&SILL PLATE \ , \ ' 8'-0",USE JOIST HANGER. ------ - - ROOF RAFTERS TO FLOAT AND NAIL TO 20. ALTERNATE CONE)W/ROOF STRAP END LENGTH NAIL SIZE&SPACING CAPACITY' I 1 3 GIRDER TRUSS OR BEAM (NOT SHOWN) \ �� / 10.ROOF SHEATHING - - TOP PLATE AFTER ROOF IS LOADED TO- RAFTER NEXT TO WALL W/16 NO. DATE DESCRIPTION A CS16 3'S" 2 ROWS Btl 4 iB" 1700R 8 3 7 11 4 2 18d COMMON AT 4"O.C. OFFSET FROM CORNER. AVOID UNEVEN RAFTER DEFLECTION: /" d's @ 8-O.C.TQITOP PLATE. B 2 CS16 3'S" (2)ROWS 8d @ 412" 3400# ------- ------ q 2 (dN 0.)PER SHEAR WALL 1 8 ! 2 '- 1 06128I 16 PLAN CHECK GE79 `-r------ ALT CONDITION ALT.CONDITION SCHEDULE 4 LINE OF BEVELED BLKG.W/E.N. - f CUENf REV. 12.2X STUD OR BM.PER PLAN 3 OF ROOF SHTG SEE 13/SN2 IF 2 0629/16 UPDATED sorts CONNECTION DETAIL 20 DRAG DETAIL 16 SHEAR TRANSFER 13 --- 6 13.PLYWOOD WHERE OCCURS NOT 5BAYDAPPLYiBdsAT SHEAR T F DETAIL 2 D0024-120808 GE31 100920 PER PLAN.APPLY PRIOR TO 7 8"0 C.TO THE GIRDER TRUSS 1 LOW ROOF INSTALLATION. (MIN 5 BAVS). 1 1, SIMPSON CS16 W/LD ROWS 1 10 7 5 S. ROOF SHEATHING 1. PLYWOOD SHEATHING W/E.N. 1, SEE PLAN FOR SHEAR PANEL. 3 1 7 OF 8d SINKER NAILS NOTE: •G 1- CONDITION A W/PLYWD INSIDE \ 2 TRUSS BLOCKING/SHEAR PANEL. \, --- \, 4 1/8"O.C.CUT TO F OVER - AT CONDITION B LOCATE 6. SIMPSON STRAP CUT TO FOR CONDITIONS FULL HT.BEVELED BLOCKING `/t v I 2 ALT.LOCATION OF SHEAR ALL BAYS OF BLOCKING. SIMPSON H2.5 PRIOR TO FIT ON WALLAS SHOWN& i A,B AND C CAN BE USED IF HT.IS LESS THA /�I rr I PANEL. WHERE APPLICABLE 7 1 INSTALLATION OF 2X BLK'G. ACROSS ALL BAYS OF BLKG. - / / 12"FOR NON-BEVELED BLKG., - r _ - ---__ AS REQ'D.MIN.(4)BAYS WI MIN. 1. EDGE NAILING:- ' SEE 13/SN2) "'I 3 4X6 POST MIN.AS SHOWN _ - 2 TYPICAL ROOF RAFTER OR -----------___- O`" GFOVF 1 12 I 4 3. DBL TOP PLATE PER PLAN. --- n 1 TOP CHORD OF TRUSS 6 10 9 3 '2 O (t Cs _ 3 NAILS TO EACH BLOCK. f o ILS PER SCHEDULE,USE 2 i1'1 2. ROOF SHEATHING. 4. TRUSSES PER MFR. II 4 2X4 STUD U.N.O.. P S ` ROWS OF NAILS EA.STRAP g9�°,°O a.. '\J D (U.N.O.). SIDE �'•. 3 g 5. STRAP PERTABLE BELOW. 3. 2X FLAT BLKG.W/E.N - --- VIEW 3. SHEAR TRUSS TO TRANSFER 6. END LENGTH. 5. 16d's 3"O.0 STAGGERED SEE PLAN FOR NO OF BAYS / \ 7 4 g p 7 END LENGTH&SPACING PER 200 PLF FROM TOP CHORD 7 SIMPEON STRAP TO EXTEND FOR SEAR PANEL TYPE 5, (MIN.4 BAYS). I Ii TRUSS OFFSET TABLE BELOW 6 TO BOTTOM U.N.O SHEET NAME: TO ALL BAYS. USE 1/4'01 BIDS @ 4"O.C. 11 5 4. SEE PLAN FOR TYPE. B. LINE OF 2X6 BLKG W/E N. 4 HIP BEAM OR TOP CHORD ' 12 8. PROVIDE 2X4X4'-0"MEMBER GENERAL u r ' MIN.3-BAYS W/CS16. „A„ „C„ 8 SHEAR WALL B.N. 2 4 2 OF HIP TRUSS. ' ` \\ NEXT TO TRUSS AT CONDITION % 9 DETAILS&NOTES 7 5 9. 2X6 BRACING W/10(i6d's) ' i 7 B&NAIL TO TRUSS W/1 Btl'S @ 1 6 5. TYPICAL TRUSSES.___ SINKER NAILS EA.END 5. DBL.TOP PLATE OR BEAM. _% - ,' 4'O.C.STAGGERED&FOR 10.2X6 BLKG MIN. LONG ---------___ i�_- CONDITION C&D USE DBL. 6. A35'S EQUALLY SPACED PER OR ADD ADJACENT BLOCK. 6 2 3 6. ROOF SHEATHING W/E.N. 13 1 10 5 TRUSS W/NAILS @ 4"0 C. 4 SHEAR WALL SCHEDULE(AT 2 B 7 ALONG LINE OF DRAG ° NONSHEAR WALL, 48"O.C. ALTERNATE CONNECTION q 8 NOTES: FTER -WHEN USING CONDITION �`� 7 END LENGTH 9 DRAG TRUSS W/LINE OF E N OR O)F IS N PLACE.8 A -- 4 '13&"C",SCAB 2X4 BLKG. __- _ _� STRAP CAPACffY" END LENGTH 7 1 i NOT BEVEL EE 7. --I ----- A CS18 1700# 3'LE ____ ____________,__ 0 ENLINE ITN OF LED BEKD S/ &7R�gS.USESAMESPLATE T 9 &NAIL W/16d's�1 4"O.C. x n 13ISN2 lad M N NAILS TO PLATE NAILER NTH PROJECT STAGG TO RECEIVE NAILING ES' FROM 2ND CS16 WOR II f0 2 S SIDE AS EDGE NAILS OF SW TYPE 64002 CMSTCI6. ---- 4 II B 2)CS16 3400# 3'-6" �\ VIEW OTIF DRAG TRUSS IS AJACK BELOW -' -REFER T017ISN2 FOR C518 --- ---- -.--- ' I \ _ 6 7 8 TRUSS,PROVIDE PLYWOOD 3 7 NAILING PATTERN. y 7YPE2 FROMTOP TO BOTT. 8. ALT.LOCATION OF A351F ENGINEER: GE -NI 'ADD 2"X4"X48"LONG I ' 4 TRUSS IN LINE CHORD. TRUSS IS OFFSET. +NAILS ARE ALL SINKER NAILS 5 II S 1 MEMBER TO RECEIVE 2ND. i i 11 DRAFTER: GE CS16&NAIL W/16d's(�4"O.U. T I END NAIL SIZE AND - END NAIL SIZE 8 1 STAGGERED TO ROOF T / STRAP LENGTH SPACING CAPACITY- USE DBL.BLKG.FOR 10 7 STRAP CAPACITY 8 ;12 CONDITION B,C&D ISSUED DATE: PLOT DATE: IS LENGTH SPACING 7 1 RAFTER/TRUSS TOP CHORD. --- A CS16 3'-0' 8d BOXISINKER III 1700t _ �C- CS16 3' 8d 21/16" 165DR `` I/ ` B CSi6 3'-0" Btl BOX/SINKFJi ! 3700E REFER TO I7/SN2 FOR CSi6 1/11/2016 06/28/2016 2 CSi63'-6" 8d 21/18" 3300R 8 "D^ 'REFER TO 17/SN2 FOR C516 6 __ Ire" NAILING PAT TERN. 4 5 NAILING PATTERN. -----------------'--- C' CMSTCi6 6-V 16d SINKER 412" 4555f 'APPLY ONLY AT TRUSS IN CMSTCI6 4'-4" 16tl 3" 4700# 13 D• CMST14 6-0' i6d SINKER 312" 649WLINE CONDITION. SHEET NUMBER:FOR CONDITION D PLAN VIEW ALTERNATE CONNECTION 4"MA%.CS16 2'-0" 80 2 1/16" "NAIL LATERAL VALUES *'NAIL LATERAL VALUES w D GE60 BASED ON SPFMF. CONDITION B WI PLYWD OUTSIDE BASED ON SPFMF. OFFSET `J' DRAG DETAIL 21 CONNECTION DETAILS 1"':,,, 17 DRAG DETAIL D0111 100920 14 HIGH TO LOW ROOF DOG20 100920 10 DRAG DETAIL D11023-1109G6 7 SHEAR TRANSFER D0012 100904 3 I 2 2X CONT TOP PLATE 17 HOEDOWN NUT(( HIM REQUIRED 18 HOLDOWN BOLT PER II 2 M�W S AS OU , g „ o „ t 1. CENTERED SIMPSON ST6236 3 SCREWS PER SCHEDULE FOR WITH ADJUSTING RPLATE NUTS WASHER. II 8 1 7/8"<SHNA BLOCK THK<1 3/4", 19 WASHER PLATE W/DOUBLE NUTS PER _ 1 ROOF SHEATHING. USE 412•LONG SCREWS SIMPSON MANUFACTURER 2 W/IgT161 BEVELED LEDGER 1" , ," C 2 3 �'J�r• 2. PROVIDE SHIM UNDER AND R 4 SMEAR PANEL TYPE 2 BETWEEN 20 FOUNDATION PER PLAN DEEPEN 5 W/(4)16d's PER STUD U N O 2 O m 1 2X MEMBER,1 1/4"TIMBER STRAND THE SIDE OF THE SMALLER TOP PLATE&HEADER. FOOTING AS REQUIRED TO ACHIEVE IF NOT BEVELED,SEE 3 _ 01 _ I OR L.V.L CONT.RIM PER PLAN. BEAM AS REQUIRED. , 5 GARAGE HEADER PER PLAN de&3"MIN CONC COVER. ETAIL.13/SN2)FOR SPLICING ---t (USE MIN.1 12"WIDE RIM FOR 1 STUD,POST OR TRIMMER PER MULTIPLY HEADER IS ONLY 21 TYP.A35 TOP&BOTT OF K STUD ALT LTP4 I 2 " OF LEDGER(IF NEEDED USE B - B I =I-- --- BLOCKED DIAPHRAGM). 3. POST WI SIMPSON CCO OR TABLE BELOW.DBL.STUDS& ` PERMITTED FOR SEISMIC 22 SHEAR REINF PER SCHEDULE FOR EXT ' I 1)CSiB X 24 LONG CEN RED 2 2. BOUNDARY NAILING. CC,SEE PLAN 2 STRAPSCONDITION"B'8"C" DESIGN CATEGORY A,B,8 C FOOTING AND FOOTING STEM ONLY II u q (�SPLICE.SEE 17/SN2 FOR o [oo; 3. FLOOR SHEATHING. 12 PROVID DGE NAILING OF o, 6 SIMPSON STEEL STRONG WALL 23 BOB 1/4'k312"SCREYYS FOR I NAIL PATTERN. 8 1 II 4. STUD WALL WHERE OCCURS. *n, 4. POST W/SIMPSON ECCQ OR SHEAR PANEL ALONG ALL7 2X KING STUD USE PRESSURE MULTIPLE HEADER ONLY 3. EDGE NAILING. �° 5. SHEAR PANEL PER PLAN. ECC,SEE PLAN STUDS. TREATED MEMBER IF IN CONTACT 4 SCREWS TOTAL FOR SSW12 4. 18d's 6"O.C. 2. REFER TO PLANS&TABLE W/CONCRETE OR PROVIDE PT gSCREW6TOT.FOR SSW15 TO 55W24 r 7 (U.N.O.). 6. FLOORSYSTEM PERPLAN BELOW FOR STRAP,#OF ^TT�]TC� MUD SILL BELOW STUD 24 EX COMMON NNLS 16"IE C.ALONG 5. H2.5 46"O C.FROM S J L° 13 1 CAN BE 2X CONY.IJOISTNOTES' W�J �I iJ` 10 NEWELPOST 8 f 9 NAILS&ENDLENGTH AT 8 JAMB WHERE OCCURS EDGES FOR MULTI E HEADER ONLY. LE R TO STUDS. Ac3 R OPEN WEB FLOOR TRUSS)) 28 5722 FJS OR 5T82240NE SIDE 25 EXT.FTG OR FTG STEM WHERE OCCURS - - 3 6. PLYWOOD TYPE 2 ENTIRE AT STRINGER 0 7. STAGG.SILL PLATE NAILING.WHERE - ALIGN BEAMS TO RECEIVE 8 EA END.(2)ROWS OF NAILSBEAM TO POST/TRIMMER 26112"MIN CLEAR OR EPDXY COATED g 12 LENGTH OF WALL U.N.O. SPAC'G IS<6"O.C.,PROVIDE STRAP EA.STRAPP `"^• 210 I2g5 TOP&((2)IK BOTT x4'.W PAST 27 CONT GRADE BEAM UNDER SSW AND EXTENDS 7 2X BLOCKING. 2 2 2X NAILER TO RECENE NAILS& -flypi9HO�DOWN FA WAY TYP,U N 0 ON PLAN. 4'-@'PA55 HOLOOWNBO7H 9g11 ENDS U NO ON PLAN qLT.CONDITION 8 FLOOR SHEATHING.&FLOOR CONNECT TO RIM W/i6d SINKER - ALT.LOCATION OF STRAP3. FLOOR SHTG SEE PLAN. L0EXTEND EXCESS INTO SIDE FOOTING 28 3)'P STIRRUPS I BETWEEN HOEDOWN BOLTS 6 SYSTEM NAILS WI SAME SPACING AS 1 ON TOP OF BEAMS.P03T/TRIMMER PER PUN. NOTES (2I#a STIRRUPS EA ENDOF SSW it 9. FOR ALT.CONNECTIONS C 7 PLAN VIEW B-B SILL PLATE NAILING OF S W ABOVE ,2 4. MIN 11 1/4"DEEP BM OR 4400 Cam us Drive 72 ((4 ST)T KING STUD TO HEADER. HEADER.SEE PLAN. P 13 P�E-DRILLED HOLES -ALL ANCHOR BOLTS ARE HIGH STRENGTH BOLTS SEE DETAIL IOISD2 TO AVOID THIS,SPACNG OF SILL13 74 STHD14(U N.O.) -H=le-de,k PER SIMPSON'SSWAB" ^ CONDITION B. '�y Z ip 1. 4X4 MIN.(D.F.#2)NEWEL POST. 5 5 4 PLATE NAILING CAN U INCREASE Newport Beach `ram v y b EA TO MAX 8"O.0 WHEN USING A CONT. S. LINE OF BLKG.UNDER SHEAR 15 CUP LISTE SILL PLATE -FOR ADD REQUIREMENTS,SEE GATLEG UVI 13 I 10.2X BEVELED BLOCKING AS w MIN. 2. PLYWOO TR DS. SILL PLATE SHEAR WALL ABOV WALL. CA 92660 16 CURB/STEMWALL,8'MIN @ 12"815'PANELS &COORDINATE ACCORDINGLY,CALL GOWIS ENG'G SHOWN.SEE 13-SN2 FOR 3. STRINGER PER DET 10/SD3 8WMIN FOR 18",21"&24 ANELS FOR ANY CLARIFICATIONS PRIOR TO CONSTRUCTION NON-BEVELED BLOCK, WITH SAME MBER OF NAILS REQ. -ADJUST CURB HEIGHT GARAGE FRONT AS NEEDED 4. 1/4"OX5"LAG SCREWS FROM 1 6. SOLID RIM OR BLKG.SAME LH(MIN.) 11.PLYWOOD SHEAR WALL PER PLAN STRINGER TO NEWEL POST 8. SIMPSON A35(Att LS500R LTP4 WIDTH AS POST ABV.&SEW. -�` FOR SLOPE CHANGE U TO 12"W!INCREASE IN A.B.'s WHERE OCCURS APPLY PRIOR q EQUALLY SPACED PER SHEAd FIELD TIE ANtl HT,FORANYTHING HIGHER,CONTACT GOUVIS ENG'G 8 - (()TOTAL W/PLATE WASHER ALT INTERIOR EXTERIOR CONDITION AND AT ° I • • LOCATION OF STRAP SECURE DUR G PRIOR TO CONSTRUCTION I TO LOW ROOF INSTALLATION. m 5 1 1/4"SQ.X 3/16"THK. �RD�R' y �, WALL SCHEDULEIPLANS IAT NON- I HEN W/FLOOR.TRUSS, Newport Beach CONC PLACE NT 12 ROOF SYSTEM CAN BE PARALLEL 5. ((2))2X4 FLAT BLOCKING TOP& SHEAR WALL,S 48"0 C.MAX 1 •I , PROVIDE WEB FILLERS AS SCHEDULE OR PERPENDICULAR TO WALL 90TTOM OF STRINGER(4 TOTAL. WHEN PLYW0A EXTENDS TO HE NEEDED TO RECEIVE NAILING tel 949.752.1612 MODEL iM'XJ 72'LG BOLT de GR�So REEtiAli Oa L WS SIDE OF RIM.A351S NOT REQUIRED Ni 13.SHEAR TRUSS OR TRUSS PANEL -L"Z 6. il4"0X5"LAG SCRE ROM FROM STRAP. HAIRPIN SSWAB SDS SCREWS 1 m) MIN. Ln BLOCKS TO TRANSFER 380 PLF. STRINGERS'TOP 8 BOTTOM TO I (SEE NOTE 78). fax 949.752.5321 4 9. TAGG.SILL PLATE NAILING PER SSW12 4 a/r t3• 1 TIE sr 15 CAN BE USED AS ALTERNATE a 2X4FIAT BLOCI(INGS 8)Q 3,WITH u 7 DOUBLE TOP PLATE. Lt(MIN.) ,r-q" SSW15 g t• t9• t TIE tz^ TO PLYWOOD TYPE 2 w PLATE WASHER 1 1/4V SQ.X3/16"THK. II SHEAR WALL SCHEDULE - MIN. SSWtB B T t9' 1 HAIRPIN 14^ �I-III 4 14.FLOOR BEAM PER PLAN. q t W 10.TJI-230 OR EQUNALENT W/ B. 2X SILL PLATE. Pa1TLt Springs SSW21 72 1• 79" 1 HAIRPIN 15' / 14 15.TRUSS BO7T.CHORD WI END SECTION C-C 8. (311Dd NAILS EQUALLY SPACED EA. y4• 2 5/18"WIDE FLANGE.USE HANGERS 3 3 4 :n TI 55V9AB SSW24 u r tlr 2 HAIRPIN tr / WEB WHERE OCCURS TREAD TO STRINGER(6)TOTAL. 7 TO SUPPORT PERPENDICULAR 2 9. SEE PLAN FOR SHEAR WALL. te1760.323.5090 16.TRUSS HANGER PER TRUSS NOTE: JOISTS SPANNING GREATER THAN 2 MANUFACTURER ALTERNATE TO 1M'OX5"LAG SCREWS OR EQUAL TO 19-0"(SEE NOTE 16) 'I 10.CRIPPLE WALL ABOVE HDR. 16 ALT CONDITION - 11 1Dd COMMON NAILS,SPACING I'� SIMPSON 114"0X8"SDS SCREWS CAN BE USED WHERE OCCURS. A REQUIRE3 THK FULL BEARING PLYWOOD SHIM IS Y. SAME AS EDGE NAILS OF 1 24 23 FLOOR TO ROOF S.T. 12 OR OS SCREWS TO NEWS POST.R&STRINGER 12 �I \ 8 a SHEAR BLOCKIALL NG. _ OR STULKG.UNDER POST 12 SOLID BLOCKING. _ OR STUDS ABOVE. a D0046-121017 13.WHEN USING 11/4"WIDERIM, CONNECTION DETAIL 3 21 \ II INCREASE QUANTITIES OF B N.20Y" D0043 100920 12.END LENGTH NAVY 4 +��'� + + 8 2 �( I u FOR 8d NAILS&30%FOR 10d NAILS 7• 1 2X STUD WALL ( _ I (ALT.USE 1 3f4"MfN.RIM BOARD). WALL ABOVE 13.PROVIDE MIN.END DISTANCE J. 14 6d STD S.P NAILS i6"0 C MIN 1 BEAM,SEE PLAN FOR SIZE. OF 1 5/8"FOR 18d NAILS. $4230 g o- i 2 SHEAR PANEL PER PLAN / 1, 15.BLOCKING,SEE DET1IL BISN2 2. DBL TOP PLATE W/SIMPSON TO BELOW -0 ' 24 / I\ /I 16.IF THE INSTALLATION OF BOTTOM ST6236.IF DBE.TOP PLATE 7 9 3 FLOOR SYSTEM PER PLAN FLANGE NAILSIA35 TO TOP PLATES 8 5 IS CONT.,ELIMINATE STRAP. 12 O O 13 5 17 WHEN NOTCHED USE FILLERS / I I g IS IN CONFLICT WITH STEEL STRAP 3 MULTISTUD OR POST,SEE PLAN. / ON TOP PLATES,USE MIN 2X FULL 4. 2X STUD AT EACH SIDE W/16d'S 7p 5 O ' 4. BEAM OR BLKG.MIN.t 3/4" 23 75 7116'DIA.X4"LONG LAG SCREW / I`--�� DEPTH BLOCKING WITH LS50/LTP4 lit AT 12"O.C.STAGGEREDWIDE PER PLAN.USE WITH WASHER AW 0 C.MAX. �\ PER SHEARWALL SCHEDULE 5. FLUSH BEAM. NOTES: APPROVED HANGER @ FLUSH 1g THROUGHDRY�ALLOR PER I INTERIORCOND&ALT \ 6. (5116d'S EACH SIDE TO BM. 7 9 8 3 BEAM CONDITION. 18 HANDRAIL MANUFACTURER SPEC. �pN \ 8 7. ALT.LOCATION OF STRAP 8 8 72 -ALL STRAPS ARE SIMPSON DOUBLE 2X STUDS/4X4 POST ACROSS SIDE OF TOP PLATE. STRONG TIES.PORTAL CONDITION W/CONTINUOUS .� IDTH SEE PLAN'- \ RESTRICTIVE NOTICE 5. 2 X RIR OR JACK TRUSS 4'-0"O.C.MAX I 9. SIMPSON A34.READER OVER STEEL PANEL O O (- a PER PLAN. 17 4 4 BLOCKING 4-0 O.C.M4X ) 9 8 9. SILL PLATE. 1 -TOTAL LENGTH OF STRAP 20 W/rr811 i6d SINK RTOE NAILS EA END \ 10 2X STUDS�i 16' U N.O TO BE DETERMINED @@THE4�2. 6. LS50 32"0 C. w 18 3 tOP 8 311 BOTTOM 11 LINE OF BLKG. D.C.TO RECEIVE SITE BASED ON END LENGTH THESE DEIGNS DRAWINGS,AND 11 25 18 70 25 18.((2))i6d SI�KER NAILS EACH SIDE OF \ / \ STRAP 2 REQUIRED&CLEAR SPAN. sFECIf1CAT ONSARE THEEXCLUSM 7. EDGE NAILING. DOUBLE STUDS(4)TOTAL / \ y \ 12.ST6236 STRAP. 3 ROPERTYOFGGROOUAS E.ANDA- 15 _ NOTES: -ALL NAILS ARE SINKER CORSUL SH csoIS O NDAu12"MIN \/ INFORIMTXJN SXOVM IS CIXJNDFNTLLLTyp 7 8. 2X BEVELED BLKG.W/E.N., 121 2)H2 5A PERIMETER MBR.T8B TO I�\ �D FILLER SIDE OF BEAM 5 OR BOX NAILS.10 IF NOT BEVELED,SEE 13/SN2. 17 1" HE IMMEDIATE DBL ADJACENT FLOOR _ \ TO ALLRECIRBJiS ANDNOPARTOFTXFSE 21f I I AS NEEDED DRAWINGS CAN BE CONED,TRANSFERED, JOISTS 4 TOTAL DBL STUD II -SLIT CUT FLOOR SHEATHING MIN. ) ® / 8 2 - FOR PARTLAL FLUSH BEAM ORREPRODUCED,NOR CAN ANY 1 2 9. ZX BEVELED LEDGER WI(3) LOCATI�N. 3M• 10 II EO EQ SIMILAR CONDITION USE 1 TO RUN STRAP THROUGH STRUCTURESBE BUILTFROM THEM 10 16d's TO EACH STUD,IF NOT O1.(2)ST18 BOTH EDGES OF STUDSI4X4 I I J�y� OINTERIOR CONDITION NO(0)OII II -' ' -- A34 EACH SIDE. WITHoo EERING CONSUL INGof Gouws3 II II BEVELED,SEE 13/SN2 264TOTAL NAIL ALL HOLES Wli6d ( 11 n I OVERCUT. Ali RNA II II ATTACH LEDGER TO STUDS MMONNAILS B SLIT CUT SHEATHING II I I ENGINEERING CONSULTING GRWP c w ul \ T T IgiJ -LOCATE STRAP OVER PLWD. I n 27 I, g W/Hi AT 48"O.C. 22FOR STRAP INSTALLATION. - I/`I 3' IN. 11 2. 4X NOMINAL(MIN.)FULL DEPTH I I ---- -- 2 m SHEAR PANEL&PROVIDE 9 _ U COPYMGHT GOWIS ENGINEERING CLR,TYP,�, '�' -,- 20 'EQ O EQ Q.' 10.BLK'G/RIM JOIST PER PLAN PERIMETERMEM ER.ALT.,PROVIDE \ I 8 I SHIM B NECESSARY TO CONSULTING GROUP 3008ALL NGHIS SINGLE PORTAL a W/A35's AT 16 O.C.Li 0. ALT.CONDITION DOUBLE RIM JOISTS W/PLYWOOD \ / 7 AVOID BENDING OF THE STRAP RESERVED MIN. \ i ENDW/CONT HDR EXTERIOR FOOTING USE 36ISLS5DlLTP4CO THE INSTALLATION SHIM IN BETWEEN. OF A3515IN CONFLICT W/STEEL 23 (2)i6d TOE NAILS EA.SIDE OF DBL \_ __ __� 12 - STRAP ON TOP PLATES. STUDS TOP&BOTTOM. ALT"WOIST" ALT LOCATION 4 8 PROJECT: _ 10 24 DEL 2X PLATES W/(2)ROWS OFF FOR LTP/ONLY 1 " m z 11.PLYWOOD SHEATHING. 10d NAILS 12"OC STAGG pp//�� ill . Ta 25. HANDRAIL�RACKET PER MANUF. ---- q AUI�M 12.2X BLK'G.W/E.N&W/((3) � 26 2X ADD ON WI(2 ROWS OF 1Dd FACE 3 8 INTERIOR r 20 -� = 19 2 16d'sTOBEVELEDBLOCK. �I NAILS�8"O.C.+O FLOOR JOIST SHEAR TRANSFER 0 7 Westridge PA 2D FOOTING 1'�"MIN b I�EDX STUDLY S. CENT TO ( ) D0016-1202 7 4 11 SIMPSON STEEL WALL 16 SHEAR TRANSFER DETAIL 13 RAIL(GUARD RAIL-ONE&TWO FAMILY... 9 7 ,D ,2 „ 2 GE102-140610 _ GE55-131107 ��027-11° BEAM DETAIL 4 1. E.N. 5 3 8 4 14 13 STRINGERS @ i6"O.C. 1. LS50 0 EACH CORNER SEE ITEM 9. (2)2X TOP PLATE. D0017 100920 2 g 1.DECK W/SLOPE TO DRAIN OR 18,-0„ 2 2X16 INTERIOR 1. SEE TABLE. #12 F ALT. 2. ROOF SHTG. H>- FLOOR JOIST PER PLAN W/ ( 2X18 EDGE SPANS ARE HORIZONTAL 10.APPLY ST6236 CENTERED 0/POST _ _ APPROVED JOIST HANG PROJECTION LENGTH 2 LS50 FROM POSTIMULTI STUD TO HOR IF WIDTH OF OPENING EXCEEDS 5 4 12 1 u n 2.2X LEDGER Wf 2 RO OF SPAN 12'-0" 2Xi6 ALL O END LENGTH 4 1 1 3. MANUFACTURED TRUSS W/ ( (ALT.ESE STRINGERS OF THE TOP&BOTTOM ALT.1 EACH FACE 6'-0"&IF THERE IS NO TRIMMER. 1. PLYWOOD SHEATHING W/E.N. 7 APPROVED HANGER II'III --- - 1/4"SDS x 3"SC 12"O.C. 10-0" 2X14 ALL SAME SIZES W/Fb=l7pppppps�ls(MIN), - ALONG LINE OF BLOCKING. 3 8 12 2 I I\/I 3.BM.OR RIM JOIST R�LAN 8'HY' 2X72 ALL Fv--400 si/IMIN),&E=1.3X10 psi 3. TYP.2X FLOAT EDGE OF OPENING 11.2X SILL PLATE TYPICAL(U.N.O.). -I 7 4. 2X FULL HEIGHT BEVELED nl I/�I AND PER DETA /SD3 (MIN(�ANBE USED 2. TYPICAL JOIST,SEE PLAN. 2 BLK'G.W/16d's SINKER III 4.E.N TYP. 2. PLY�OOD TREADS&RISERS 4 FULL HT POST OR MULTI STUD PER 12.ALT.LOCATION OF LTP4(i)EACH DEVELOPER: 1 NAILS AT 6"O.C.SEE DETAIL II J' 5.PLYWOOD EATHING. 2 ((MIN.3!4")). PLAN. FACE OF EACH HDR TO POST. 3. LINE OF SOLID OR MIN 1 34' 13ISN2 FOR NOW BEVELED 8.WALL 0 M.WHERE OCCURS. 3. 2X4 P.T.PLATE(SEE SN-1) III i� WIDE FULL HT.BLOCKING. BLOCK 7.FLOO YSTEM PER PLANS. ANCHORED WITH SIMP.PHNW-72 5. ZX TRIMMER W/16d @ 8"O.C.TO SEE PLAN FOR NUMBER OF Pardee Homes 7 6 2 1 8.ZX SPACED DECKING I SHOT PINS 0.1450 W/314"MIN. POST.IF THERE IS ND ROOM FOR BAYS(MIN.4 BAYS). 5. BEAM PER PLAN - J'rl- WI (2)16d's PER CONN.PER 1 EMBED INTO CONC Iffi 24"O.C. TRIMMER,USE HUC(U.N.O.)HANGER 4 CH.OR OTHER DETAILS. MAX.SECURE STRINGER TO TO CONNECT HDR. O FULL HEIGHT `I 4. SIMPSON STRAP CUT TO FIT 8. 2XRIR CA.FRAMING 10 12 2 14 73 g, ANi.JOIST PER PLAN W/SLOPE 2X4 PLATE W/(3)16tl TOE NAILS. POST&USE ST6236 TO CONNECT i OVER WALL OR BEAM.PER USE 2X 9(rp 24"O.0 FOR MAX. F;='� TO DRAIN.NAIL TO SIDE OF FLOOR 4. PER ARCHITECTURAL. HERS TOGETHER CENTER STRAP NOTE, TABLE BELOW& ALL BAYS STUDI #OF NAILS END SPAN OF 8'-0"&2X6 GQ 24" - q -- SYSTEM W/141 ROWS OF 16d's®4'0 C 5. PLYWOOD SUBFLOOR. @ POST. IE 3 OF BLOCKING MINT((3))WS OF STRAP POST EA.END LE TH CAPACITY LENGTH ARCHITECT: O.0 FOR MAX SPAN OF 10'-0" (NOTE:BACK SPAN TO BE 7 8 5 1 7 =1 6. APPROVED METAL HANGERS USE APPROVED HANGER TO CONNECT 2 8 5 1 3 2 PER BLOCKING.(2)RO 8 75 4 3 -- - 2x LENGTH OF CANT.DECK U.N.O.) __ OR(1 35 EACH SIDE. 6. 2X WINDOW SILL TYPICAL. HER.TO POST IF THERE IS NO ROOM � L NAILS EA.STRAP. A(1)CS16 2X4 (I I)18d 17000 13" Bassenian La oni Architects 7. 2X BLKG.W/A35's 48" I�/I 10.2X BLOCKING PER DETAIL 7/SD3 17 7. DOIJ�LE JOIST OR HEADER. FOR TRIMMER B 2 CS76" (2)2X4 11 78d P/STRAP 3400# 13" 9 2 8 O.0 TO BEAM.SEE�ETAIL 11 2X4 BLOCKING W/16d's 4"O.C. --- 8. SIMPSON THA213,ALT.((1))A35 EA. 7. OPENING PER ARCHITECTURAL. S. DOUBLE TOP PLATE OR BM 1 13lSN2 FOR NON-BEVELED I 12.SUPPORT RIM JOIST FR S II r SIDE UP TO MAX.12'-0"SGAN'. C 2 CS74"" 2 2X4 15 16d PISTRAP 4980# 18" BLOCK .3 CANT.FLOOR JOIST W/FULL HT. i USE THA2181THA218-2 FOR 8. HEADER PER PLAN EXTEND TO POST. 6 USE MIN.2X FULL HT.BLOCKING C 3 CS74 4X6 15 ied P/STRAP 7470# 18" INVERTED"HU"HANGER. 2X78/(2))2X76. W/LS50ILTP4 IF THE INSTALLATION D CMST74 4X4 (40)t8d 8490# 38" B. DBL.TOP PLATE OR BEAM 13.FLUSHIDROP BEAM OR WALL 12 9 CONT 2X PLATE W/16d'S 08"O.C. OF A35 IS IN CONFLICT WITH THE ( ) LOCATION: 7 2 86 PER PLAN. 9 5 _�_n�_I JI 1 10 DBL.JOIST OR BLOCKING STEEL STRAP ON TOP PLATES. E CMST12 4X6 52 i6d 9200# 48" arr- 1 14.SEE ALT.DECKING BELOW. 11.51/4"MIN.FOR 2x12,7 19'MIN.FOR F(2)CMST14 4X8 q0 i6d P/STRAP 12980# 38" 1 10 5 1 ------- 4 2x14&9 i/4"FOR 2X18 NOTCH. NOTES: G(2)CMST12 6X8 52 iGd P/STRAP 16400# 48" Lake E sinore / NO OVER UT. k'c'I ro ,• 1 12.2X6 LEDGER W/&6d'S lER 2 8 9 '--- -USE DOUBLE BLOCKING FOR H(4)CS14 4X8 15 16d P/STRAP 9980# 18 Riverside -- STUD WALL CONDITION. CONDITION B AND C. CA 13.PRESS RE TREATED PLYWOOD 1 -REFER TO DET.17/SN2 FOR *CMST74&CMST12 ARE ONLY A ji •E'(} "'ASi. ALT TO B&C,USE D FOR p T.. qN 10 2 4 SHIM W/MIN.((2)SIMP.PHNW-72 5 4 CS16 NAILING PATTERN. AT POST TO POST CONNECTIOIJ _ CIF,' -POST TO POST CONDITION ONLY. SHOT PINS O.i450 W/3/4"MIN. END LENGTH -TJI BLKG(S CAN BE USED WHEN _ • TYPICAL ALT.DECKING EMBED INTO CONCRETE. 12 i' I - STRAP IS A�PLIED ON THE TOP. -_ - REVISIONS ° - WATERSHEET PROOF MEAL OR II HOLDOWN'0 �{ _ 1 NOTE: 3 WATER D AS AN ALTERNACAN I I NO. DATE DESCRIPTION MAX.4'-0^ USE PLYWOOD FILLER I-JOIST 13 BE USED AS AN ALTERNATE STRAP END NAIL SIZE AND CAPACITW � �Ib•''^��,-,J �I"'� D0050-12021 -18 4 8 3 CANT.DECK TO RECEIVE HANGER OS OTHER 3 LENGTH SPACING `NAIL LATERAL VALUES „o} 1 OrV28/16 PLAN CHECK VN40 e MEMBERS. A C516 3'-0" BtlBOX/SINKERAT41/8" 1700# BASED ONSPFIHF B 2 CS16 3'-V- Bd BOX/SINKERAT4 if ' 3400# OIC L^l,r_ I;y,_ 2 0629/14 OUENT REV. CALIF. FRM'G DETAIL 17 CONN. @ FLOOR CHANGE/DECK 14 STAIR DETAILS/ NON FAMILY 10 -- G CMSTCIB 8'-0" iBd SINKER AT 412" 4585# lcc" _d UPDATED SOILS GE40-11051 0 8 ALT.LOCATION �l'a(Y 1 C t1 - S � O 1. MLII,xl*9k1D OR POST 2 , 1. PLYWOOD SHEATHING W/B.N. 1. EDGE NAILING 1. DRAG STRUT W/E.N.PER OF A35 hGE at 0�a,Og 2. $3RS4p r,T,PE,SEE TABLE. 2. DOUBLE TOP PLATE. PLANS.IF NOT CONTINUOUS DRAG DETAIL 5 155`'a f.hz4`" 3 2X CRIPPLE WHERE OCCURS 2. FLOOR SHEATHING. SPLICE PER TABLE BELOW. D0084-120217 2 OV31 O o01rd 3'-DBL.TOP PLATE OR 4. 2X KING STUD W/(6)16d TO 1 4 2 1 1d1n�T`rat DROP BM PER PLAN GARAGE DOOR HEADER&4X6 POST 3. FLOOR SYSTEM. 2. PLYWOOD SHEATHING W/E.N. 8((1)A35 TO TOP/LOWER PLATES. 3 BS. tO V`.O 4 FLUSH BIN DR PER PLAN. APPLY TO RETURN WALL WHEN 7 5 4. 2X MEMBER,1 1/4"TIMBER 3. STRAP PER TABLE BELOW OTttY C;. USE DETAIL 5/SD2 FOR USING HOEDOWN. STRAND OR WOIST BLOCKING APPLY STRAP ON TOP OF h CONNECTION OF BM/HDR TO 5. PLYWOOD TYPE 1 U.N.O.(E.N.TO PER PLAN.SEE DET.7/SD3 FOR SHEATHING AS AN ALTERNATE. g 7 10 POST(U.N.O.). GARAGE DOOR HEADER&TOP SHEAR TRANSFER USE MIN.2X 1. 2X BLKG.W/LINE OF EDGE g PLATES).ELIMINATE IF HEADER BLOCKING OR 1 14'TIMBER 4 BEAM PER PLAN END LENGTH NAILING ALONG DRAG LINE 5. END LENGTH=18".FOR SAWN IS FLUSH W/TOP PLATES. STRAND FULL DEPTH BLOCKING MINIMUM(4)BAYS U.N.O. g LUMBER W/SPACING 21/18" SHEET NAME: 8. CONT.GARAGE DOOR HEADER. 2 , 8 W/LS50/LTP41F THE INSTALWTIO - WHERE STRAP IS APPLIED &3'-6"FOR MFG'R.PR DUCT g VOW OF A35 OR NAILS W/I-JOIST BLKG ON TOP OF SHEATHING, 2. SIMPSON CS16 W/8d SINKER W/SPACING @ 41/8"O.C. L 7 4X8 POST U N.O. IS IN CONFLICT W/STEEL STRAP ELIMINATE LINE OF E.N. 4 2 1 NAILS AT 2 1/16"O.C. 1 STRUCTURAL RA ,s 8. (1)SIMP.ST6236 EA SIDE OF EACH ON TOP PLATES ALONG LENGTH OF STRAP 3 rU 6. 2X STUD W/16 d's @8"O.C. DETAILS POST 4)TOTAL PER POST ----- i ONLY. 3. STUD OR POST PER PLAN. 7. FOR 2 MTS12 USE 2OFFSET&CENTERED AT POST 1 5 SHEAR PANEL PER PLAN. ()ST128 HDR.USE i6d NAILS(FILL I PER TABLE - MIN.3 12"WIDE MEMBER 4. BEAM OR DBL TOP PLATE FOR((23 HTS20 USE()ST212$ 7 7 ALL HOLES)U N.O 6. 2X SILL PLATE W/NAILS �I� FOR CONDITION C&D AND FOR((4)HTS20 USE 9. SHEAR PANEL,SEE PLANS PER PLAN END END 4 , (2)ST8224. (E.N.ALONG THE POSTS&THE I �(- 04 18 9 LENGTH LENGTH MIN 1 12"SPACING BETWEEN --- -- NOTES APLICATION OF RATS&HTS GARAGE DOOR HEADER. I I L 7 2X STUD WALL. 3 ROWS OF NAILS.ADD 4 � 8. MIN 4X8 SOLID BLOCKING. 10.MIN.(2)ANCHOR BOLTS,SEE PLAN 2x6xSTRAP LENGTH NEXT TO -USE 2X FLAT BLOCKING FOR „ 6D T PROJECT NUMBER: ^ a 11.HOL WN WHERE OCCURS. 8 STAGGERED A35 RIM JOIST DRAG ELEMENT TO RECEIVE CONDITION"B"W/MIN.1 12" q" 12.TOP VIEW OF ITEM#7 TO EVERY OTHER JOIST 2ND STRAP,NAIL W/16d's SPACE BETWEEN ROWS OF Jj. 11 NOTES: „ 13.2X STUD AT I6"O.C. ________ PROVIDE WEB FILLER W/A35 @4"O.C.STAGGERED NAILS. 64002 10 9 7 5 12" 14.ARCHITECTURAL PROJECTION NAILING. -USE 10d SINKER FOR MTS12 USE 10d COMMON 70 BE CONSTRUCTED AFTER �� \-------- = REFER TO 17/SN2 FOR CS16 -LOCATE STRAP OVER PLWD. NAILS FOR HTS20 USE 8d SINKER NAILS FOR CSAS COMPLETE SHEAR PANEL 1 1 9. 2x CONT MEMBER,1 114" NAILING PATTERN. SHEAR PANEL.SEE PLAN -CUT CS STRAP TO MEET MIN.END LENGTH&USE IN. ENGINEER: X 4 INSTALLATION. 3 -- i TIMEERSTRAND OR EVE g FOR TYPE&LOCATION. --O (16)8d's�EACH END OF EACH STRAP. 15 EDGE NAILS PER NOTE 9. PPRON i 12"SPACING BTWN ROWS OF DRAFTER: X 10.INVERTED ILLS HANGER STRAP END LENGTH NAIL SIZE AND SPACING CAPACITY g -REFER TO 17/SN2 FOR NAILS 8D MULTIPLE CS STRAPS. _ - - o NOTE: 5 EVERY JOIST. A 516 3'-0" Bd BOX/SINKER AT 4 1/8" 1700# 1 11 CS16 NAILING PATTERN. -REFER TO 17/SN2 FOR C816 NAILING PATTERN. ISSUED DATE: PLOT DATE: DEEPEN FOOTING AS REQUIRED 18 11.E.N.@ 3"O.C.MAX. g• 2)CS76 3'-0" 8tl BOX/SINKER AT 41/8 340D# STRAP CAPACITY END LENGTH 1 STRAP TYPE ALT. CAPACITY 1/11/2016 06/28/2016 TO ACHIEVE 1e+4&EXTEND 5 A 1 CS78 ON 2X4 2 WS12 1705# a A (1)CS16 1700# 3'-0 21/18 le/2 EACH WAY ALONG C MSTC16 6'-0" 10d BOX AT412" 4585# APPLICATION B 2 CS16ON2-2X4 2 HTS20 2B68# SHEET NUMBER: �q iS 9 11 12 FOOTING LENGTH FROM ------ B S16 3400# 3!-0' OF CS16's SHEAR PANEL AT GARAGE HOEDOWN. 18 SHEAR TRANSFER CONNECTION 15 DRAG DETAIL 10tlBOXAT312" 8490# 11 WALL ELEVATION OPENING 8 DRAG BEAM TO WALL DETAIL 6 HOLDOWN DETAILS,BQN4X6 4 HT52D 5„5# 2 C D 3 GE4-130617 GE56-131107 D0042 100910 @ GE50 10092 GE2 100920 D0051-110801 J 1 RAILING PER MANUFACTURER 5 31/2"X81/(2"X1/4'THICK BASE PLATE W1 2. FULL HEIGHT 4X POST OR 2-2X. A SHOWNI2)1/4"XB"LAG SCREWS SEE DET 211SD-3 FOR CONNECTION TO THE FLOOR SYSTEM FOR 6. INTERMEDIATE RAILING PER ALT.LOW WALL CONDITION MANUFACTURER 1 3. 1/4'STEEL PLATE W/ 7. A36s E/S OF POST AT SILL 8 TOP (4)1X'x3"SDS SCREWS PLATE 4. MIN 312"WIDE SM 8. ALTERNATE LOW WALL COND. �j^. V IRIS mns"Binggnup Me. 7 4400 Campus Drive IT-O"MAX 8 Newport Beach CA 92660 ------- - - ------ Newport Beach tel 949.752.1612 fax 949.752.5321 7 e Palm Springs tel 760.323.5090 2 N Not,Y F,y 642" IN CIVIV �r FOP CAUFOP 5 RESTRICTIVE NOTICE 131 3}' --- THESE DESIGNS,DRAWING$AND SM CIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING 5 m q ® ^ CONSULTING GROUP,AND ALL INFORMATION SHOWN IS CONFIDENTIAL 1" 1" ," 1" TOALLRECIMENTS ANDNOPARTOFTHESE DRAWINGS CAN BE COMM TRANSFERED, OR REPRODUCED,NORCAN ANY v 'a STRUCTURES BE BUILT FROMTHEM ■ WITHOUT WRITTEN CONSENT OF GOUVIS O ij V 4 BASE PLATE ENGINEERING CONSULTING GROUP M � GALC: COPYRIGHT GOWIS ENGINEERING 4)1/4"x3"SOS SCREWS CONSULTINGGROUP200BALLRIGHTS v 1n 1 END POST RESERVED EAR=4 x 280N=11204>200p WITHDRAWAL=4 x 345M=13804>200# PRE INTERMEDIATE @INTERMEDIATE RAILING _ END POST ALT.COND. RAILING F=2ooa AURA SIDE VIEW SIDE VIEW 2" TIDE-VIEW VVIEW M=84004" W/2"SO.POST W/2, BOPosT T=840 =9°� Westridge PA 2D T n.=256M 25X"(1 225)(3.5")=884¢ CC319 BALCONY SIDE RAILING DETAIL 0 1 4" , 5 DEVELOPER: 0 0 0 D o D D Pardee Homes 4" 1 4 ARCHITECT: 3 Bassenian Lagoni Architects 13 5 1„ MIN. LOCATION: CONDITION 2 Lake Elsinore 8 Riverside 1 HANDRAIL PER ARCHT CA 2: GUARDRAIL W13/8"(+LAG SCREWS P 3. 1Y2".DNA.X 212"LONG LAG :'SCREW W/WASHERTHROUGH REVISIONS -, try DRYWALL 4.r •C�'t T'1 `` 58"TULA X 4"LONG LAG SCREW NO. DATE DESCRIPTION 7 0;ng pod gc WITH SHIERqqA�48"O.C,MAX I 06128116 PLAN CHECK \C -T DRY WALL OR PER a MANUFACTURER SPEC. 2 061291l6 CLIENT REV. A of 8. FL TEM UPDATED SOILS rhV p;,y a\\'p'' ..,go;V.t,.,. 9�nP'.U�Spa\\ 7 WD SCABJOISTTO TO -STRIR 50a0G�peye p4�v�TAa�.�'. 8.'.W 4(8)16d SINK TOE NAILS e o"a\oawo a Nn Pz\tre EA END.(31 TOP 8(3)BOTTOM. �t 0tal0�h of Son, S, NOMINAL IN.IFULL PTX atRl t L PERIMETER MEMBBER ALT.,PROVIDE t0 \0u�`, DOUBLE RIM JOISTS W/PLYWOOD SHIM IN BETWEEN. aptp Spa\\t 10.4x4 NEWEL POST AT 4'4'0 C.MAX. ., ¢5 11 (21 SIMP.HRS12 BIS OF 4) BM TO RIM JOIST BELOW.SLIT 8 CUT SHEATHING FOR STRAP INSTALL 10 10 13 HANDRAIL BRACKET PER MANOR SHEET NAME: 14 ATTACHMENT PER BALUSTER MANUF SEE COVER SHEET FOR LIST OF STRUCTURAL DEFERRED SUBMITTAL. DETAILS&NOTES 12 LATERAL LOAD(P)=2000 POST HEIGHT(HI=42' p MOMENT yBASE=8100t w A 7 TENSION L'REATED@4X8=84W135=24008 CAPACITY OF HR812=1415r PROJECT NUMBER: -10 (2)HR812=1415X2-28M24008 64002 �j --- JOIST END DEPTH(d)=14" it H2,8ATENSION(Allow)=6008 ENGINEER: GE 11 M``PULLOUT)=P x(H+8d10=11200 Wbs T(PUI L0Ur1 (MSIdO)N(2)H2.5A=1200R DRAFTER: GE ALLOWABLLEE TEN B „ ISSUED DATE:I PLOT DATE: '---- 1/11/2016 06/28/2016 A SECTION A-A SHEET NUMBER: D0027 7 t c HANDRAIL/GUARD RAIL 0 2 V DA STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE z SSWAB SSWAB SSWAB 3/4"ANCHOR BOLT SSWAB V ANCHOR BOLT SSWAB 3/4"ANCHOR BOLT SSWAB I"ANCHOR BOLT 0 (fuDESIGN CONDITION ANCHOR ASO ASD DESIGN ANCHOR ASD ASD > SHEAR REINFORCEMENT MINIMUM CURB/STEMWALL CRITERIA STRENGTH ALLOWABLE W de ALLOWABLE W de CRITERIA CONDITION STRENGTH ALLOWABLE W de ALLOWABLE W de PER 4/SSW1 WHEN WIDTH PER 4/SSWI. UPLIFT(Ibs) (in) (in) UPLIFT(Ibs) (n) (in) UPLIFT(Ibs) (in) (in) UPLIFT(Ibs) (in) (in) U n/1T 7�'/T(1 REQUIRED ■V'S<J■U\•/ S 3" 3" STANDARD 9,600 20 7 17,100 30 10 SHEAR REINFORCEMENT STANDARD 9,600 22 8 17,100 33 11 - a • PER d/SSWI WHEN SEISMIC CRACKED HIGH STRENGTH 18,800 38 12 35,300 51 17 g p CRACKED HIGH STRENGTH 19,900 33 11 5,300 47 18 STANDARD 9.600 19 7 17,100 28 10 SEISMIC H - H REQUIRED. UNCRACKED STANDARD 9,800 18 B 17,100 26 8 HIGH STRENGTH 19,900 31 11 35,300 44 15 UNCRACKED HIGH STRENGTH 19,900 28 10 35,300 41 14 5,300 12 6 6,000 13 6 6,000 12 6 6,000 12 6 MS 4400 Campus Drive STANDARD 7,400 15 6 13,200 22 8 STANDARD 7,600 14 6 12,9D0 20 7 y N Newport Beach dB • ° ° de ° ° CRACKED 9,600 18 7 17,100 27 9 9,600 17 6 17,100 25 9 Ll CA 92660 11400 20 7 23100 32 11 CRACKED 11,100 18 6 22,S00 29 10 • HIGH STRENGTH 14,100 23 8 27,800 36 12 HIGH STRENGTH 13,900 21 7 271400 33 11 15,900 25 9 3,00 39 13 17,000 24 8 31,500 36 12 Newport Beach 3"CLR.MIN. 3"CLR.MIN. WIND 19,900 30 10 36,300 43 15 WIND 19,900 27 8 35,300 ao 14 tel 949.752.1612 6,600 12 6 6,600 12 6 7,500 12 6 7,5D0 12 6 STANDARD 8,3D0 14 8 1 12,200 18 6 STANDARD 8,500 13 6 12,700 17 6 fax949,752.5321 1/2 W 1/2 W 1/2 W 1/2 W UNCRACKED 9600 1e 6 17100 23 8 9,600 15 6 17,100 22 8 W W 11,200 17 6 22,400 27 9 UNCRACKED 10,500 15 6 22,600 25 9 palm Springs HIGH STRENGTH 14,300 20 7 27,500 31 11 13800 18 6 26800 28 10 tell 760.323.5090 16,400 22 8 33,100 35 12 HIGH STRENGTH 16200 20 7 32,700 32 11 19900 26 9 35300 37 13 19,900 24 8 35,3D0 35 12 SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION NOTES 1. ANCHORAGE DESIGNS CONFORM TO ACI 318 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED NOUy REGISTERED DESIGN PROFESSIONAL 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT.STANDARD(ASTM F1554 GRADE 36)OR HIGH STRENGTH(HS)(ASTM A449). F 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F.DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS.SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-05 SECTION D 3 3.4. Z- IS PERMITTED TO MODIFY DETAILS SSWAB 4 WIND INCLUDES SEISMIC DESIGN CATEGORY A AND BAND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 84238 FOR SPECIFIC CONDITIONS. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY.FOUNDATION DESIGN(SIZE AND REINFORCEMENT)BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT,FOOTING SIZE OR ANCHOR BOLT. 7 MINIMUM CURB/STEMWALL 6 SEE 1/SSW1 AND 2/SSW1 FOR W AND de. Ejqk WIDTH PER 4/SSW1 C� �• CIVt1- �~ SSWAB 3„ SHEAR REINFORCEMENT SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI 3 _ Q ''F �CAL,Fo�' PER 4/SSW1 WHEN Z 3„ ° H REQUIRED. L MIN L7 - 4"MIN RESTRICTIVE NOTICE i U 1 D �NGS,AND CIS 3" � I SP IFICATIE DIA ON REA NE THE IXC US ° de 3„ STEEL STRONG-WALL SHEAR ANCHORAGE c� FROPERTY OF GOUYIS ENGINEERNtNFOG g �9� CONSULTING GROUP.AND ALL SEISMIC WIND O AU RATIM N SHOWN N CONFIDENTIAL TO AUAN ANDNOPART OF THESE °° • n �1-HAIRPIN, TIE,GRADE 40 cn DnAOR RIS CAN sE D,NOR.TRANSFERED. 3"CLR.MIN, a 3"CLR.MIN. MINIMUM MINIMUM Aso HEAR LOAD V(IE a OR RE UMBEEq NOR OM ANY ^ GRADE 40 REBAR(MIN) REBAR(MIN.) MODEL Lt OR SHEAR CURB/ SHEAR CURB/ SHEAR LOAD V(Ibs) O STRUCTURES 8E BUILT PROM THEM FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING Lb(,r) REINFORCEMENT STEMWALL REINFORCEMENT STEMWALL C •1 WITHOUT WNTTEN CONSENT OF GO-IS CONCRETE PLACEMENT.OVERLAP CONCRETE PLACEMENT. WIDTH(in) WIDTH(in) UNCRACKED CRACKED �_ �F1 ENGINEERING CONSULTING GROUP 1/2 W 1/2 W 1/2 W 1/2 W VARIES WITH BOLT SPACING. Cr3 SSWAB --SSWAB SSW12 9 (1)#3 TIE 6 NONE REQUIRED 6 1370 980s COPYRIGHTGOUWSENGINEERING W _. W SSW75 12 (1)#3 TIE g NONE REQUIRED 8 1765' 12607 CONEULTNGGRRoUP2 AURIGHTS HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT ESEFVED SSW18 14 (1)#3HAIRPIN 8" (1)#3HAIRPIN 6 WA PROJECT' SSWAB SSW21 15 (1)#3 HAIRPIN 8° (1)#3 HAIRPIN 6 WA INTERIOR FOUNDATION BRICK LEDGE FOUNDATION #3 HAIRPIN(#3 TIE SIMILAR). SSWAB AURA NOTES: EE TABLE FOR REQUIRED QUANTITYtLR PIN(#3 TIE SIMILAR). SSW24 17 (2)#3 HAIRPINS 8° (2)#3 HAIRPINS 6 NA 1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES. CLR 1Yz" 11 BLE FOR REQUIRED QUANTITY. NOTES: Westridge PA 2D 2. SEE 4/SSW7 FORSHEAR REINFORCEMEM WHEN REQUIRED. SPACING 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-05 AND ASSUME MINIMUM fc=2,500 PSI CONCRETE. 3 MAXIMUM H=1e-de SEE 5/SSWI AND6/SSWI FOR Ie. SEE DETAILS I/SSWI TO 3/SSWI FOR TENSION ANCHORAGE. SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR,INTERIOR FOUNDATION APPLICATIONS(PANEL INSTALLED AWAY FROM EDGE OF CONCRETE),OR BRACED WALLSTEEL STRONG-WALL ANCHORAGE -TYPICAL SECTIONS 1 PANEL APPLICATIONS. 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F.DETACHED 1 AND 2 FAMILY DWELLINGS REGISTERED DESIGN PROFESSIONAL IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS IS PERMITTED TO MODIFY DETAILS 4, WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. SLAB OR CURB AND .. FOR SPECIFIC CONDITIONS. 5. MINIMUM CURB/STEMWALL WIDTH IS 6"WHEN STANDARD STRENGTH SSWAB IS USED. SIMPSON STEEL SURROUNDING FOUNDATION 6. W MINIMUM CURB/STEMWALL ALLOWABLE SHEAR IS 11451bs USE SEISMIC SHEAR REINFORCEMENT FOR STRONG-WALL NOT SHOWN FOR CLARITY HIGHER SHEAR LOADS. r LA 7. V MINIMUM CURB/STEMWALL ALLOWABLE SHEAR IS 20151bs.UNCRACKED AND 14401bs CRACKED.USE DEVELOPER: _ I •°� f HAIRPIN INSTALLATION SECTION A-A SEISMIC SHEAR REINFORCEMENT FOR HIGHER SHEAR LOADS. y y W 2 W I • •I (GARAGE CURB SHOWN.OTHER FOOTING TYPES SIMILAR.) 8. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318 D.8.2. J Z Pardee Homes z W +r., e .� STEEL STRONG-WALL ANCHOR BOLT SHEAR ANCHORAGE 4 � W WV 4 J SSWAB SSWHSR Q Q ARCHITECT: W Z W SSWHSR_KT AND SSWAB SSWT EXTERIOR INSTALLATION O w C Bassenian Lagoni Architects DIAMETER ce 0 W ASSEMBLY `O SSWTPF PANEL FORM INSTALLATION It w SEE TABLES BELOW FOR DIMENSIONS LENGTH #u N W FOUNDATION PLAN VIEW 1 3g Hz 3" TOP OF CONCRETE O W LOCATION: _ = Lake Elsinore STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE HS 3" HX ON V Riverside TOP OF u SSWAB 3/4"ANCHOR BOLT SSWAB 1"ANCHOR BOLT 3" CEXTENSION KIT J Z z CA CONCRETE >= DESIGN CONDITION ANCHOR qSD ASD HS ON HIGH W Q W o STRENGTH ALLOWABLE W de ALLOWABLE W de STRENGTH MODELS TOP OF CONCRETE "�) B for SSW12 CRITERIA UPLIFT(Ibs) (in) (in) UPLIFT(Ibs) (in) (in) SSWHSR SSW18 WAW21rSSW24 W REVISIONS HEAVY HEX NUT CRACKED STANDARD 9,600 25 9 17,100 36 12 F FIXED IN PLACE ON (2)3/4"SSWAB for SSW12 NO. DATE DESCRIPTION 3 HIGH STRENGTH 19,900 39 13 35,300 56 19 SEISMIC /w 1 OW28116 PLAN CHECK STANDARD 9,600 21 7 17,100 32 11 z ALL SSWAB ANCHOR SS i°SSWAB for SSW 4 v/ UNCRACKED = AS NECESSARY SSW18,SSW21,SSW24 2 06/29/16 CLIENT REV. HIGH STRENGTH 19,900 34 12 35,300 49 17 O HEAVY HEX NUT BOLTS CUT TO LENGTH F I Q UPDATED SOUS 4,500 12 8 5,600 14 6 w FIXED IN PLACE ON STANDARD 6,900 16 6 12,700 24 8 ALL SSWAB 3/4"OR i"HIGH - J STRENGTH ROD E CRACKED 9600 20 7 17100 30 10 ANCHOR BOLTS SSWAMBB'Y le 11,100 22 8 22400 35 12 a HIGH STRENGTH IA +SSWHSR I W N 13,500 25 9 26,800 39 13 HEAVY HEX NUT e+ COUPLER NUT o HIGH STRENGTH 16,000 28 10 31,600 43 15 - ,`r,•.- SSWT INTERIOR INSTALLATION PLATE WASHER ,t WIND 19900 33 11 35300 47 16 SSWAB 5600 12 6 5600 12 6 n 11 ;-,'�f a5fd Of o STANDARD 7,800 15 6 12,000 20 7 HEAVY HEX NUT 'p _ rued t e 9,600 18 6 17,100 26 9 HIGH STRENGTH SFr .GY _.4 N zmc% SHEET NAME: UNCRACKED 11 200 19 7 22,100 30 10 COUPLER NUT SSWTBL BRICK LEDGE INSTALLATION ce Or�'' S`0 91 ruc HIGH STRENGTH 13,500 22 8 26,7DD 34 12 / 'o I��3,5 15,800 24 8 32,100 38 13 STEEL STRONG- SIMPSON STEEL WALLS 19,900 29 10 35,300 41 14 WALLWIDTH MODEL NO. DIAMETER LENGTH le OS Ot?tov�-• C ' DETAILS&NOTES (2)1"S SSWAB for SSW, GO NOTES: SSWAB3/4x24 3/4" 24" 19" (2)1"SSWAB for SSW75, Shy 0 1. ANCHORAGE DESIGNS CONFORM TO ACI 318 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR SSWAB3/4x24HS 3/4" 24" 19" SSW18,SSW21,SSW24 (2)3/4"SSWAB for SSW12 T� UNCRACKED CONCRETE AS NOTED. 12"MODEL SSWAB3/4x30 3/4" 30" 26' (2)1"SSWAB for SSW 15, 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT.STANDARD(ASTM F1554 GRADE 36)OR HIGH SSWAB3/4x30HS 3/4" 30" 2&' 2x2 SSW18,SSW21,SSW24 ¢ STRENGTH(HS)(ASTM A449). ' PROJECT NUMBER: SSWAB3/4x36HS 3/4" 36" 31" TOTAL ¢ 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F.DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE SSWAB1x24 1" 24" 19" SSW WIDTH MODEL NO DIAMETER LENGTH l e - ,1 WIND ANCHORAGE SOLUTIONS.SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-05 SECTION D.3.3.4. 64002 3 SSWAB1x24HS 1" 24" 191, SSWHSR3/4-2KT 3/4" 24" 21" N 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 15",18",21 AND 12"MODEL m ���� 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY FOUNDATION DESIGN(SIZE AND REINFORCEMENT)BY OTHERS. 24'MODELS SSWAB1x30 V 3V 25" SSWHSR314-3KT 3/4" 3s" 33" ENGINEER: GE THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT,FOOTING SIZE OR ANCHOR BOLT. SSWABtx30H5 1' 30" 25' 15",18",21 AND SSWHSRI-2KT 1" 24" 21" - 6 REFER TO I/SSW1 FOR de SSWAB1x36HS V 36" 31" 24"MODELS SSWHSRI-3KT 1" DRAFTER: GE a QI 0=0 ISSUED DATE PLOT DATE: 1/11/2016 06/28/2016 SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 2 SSW ANCHOR BOLTS 5 SSW ANCHOR BOLT EXTENSION 6 SSW ANCHOR BOLT TEMPLATES 7 SHEET NUMBER: .00 SSW I PLACE SSW PANEL OVER DRILL T'DIAMETER x 1" PLACE SSW PANEL OVER THREADED STEEL STRONG-WALL MODELS 0 O O O THE ANCHOR BOLTS AND DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX STD.WALL -STK WALL XOLDOWN OTY.OF SECURE WITH HEAVY STEEL 2'S2"xi"DEEP MAX.IN NUTS(PROVIDED).USE rn HIX NUTS.PROVIDED 1 1/4"WRENCH/SOCKET FOR 3l4"NUT MODEL MODEL X(IR) T(IR) ANCHOR 70P OF WALL ( ) STRONGWALL SHEATHING&RIM JOIST N0. NO. BOLTS'' SCREWS' USE 1):"WRENCH/SOCKET FOR 3/4"NUT SET LOWER NUT FLUSH 1 5/8"WRENCH/SOCKET FOR 1'NUT SSW12x7 80 31/2 2 3/4" 4 USE 1%"WRENCH/SOCKET FOR 1"NUT BYIOT OTHERS WITH TOP OF SHEATHING. NUTS SHALL BE SNUG TIGHT. rn 0 0 NUTS SHALL BE SNUG TIGHT SSW BASE PLATE SHALL DO NOT USE AN IMPACT WRENCH. w �-f^ ^ SSW15x7 80 312 21" 6 FRAMING BY ■VJIJ) ♦♦♦ J SSW24 SSW18x7 -- 80 31/2 (2)1" 8 DO NOT USE AN IMPACT WRENCH. OTHERS, m SSW21x7 BO 312 2 1" 12 (IF REQUIRED) TYPICAL (IF REQUIRED) SIMPSON A34 EACH SIDE - . 0 0 e e SOLID BLOCKING BELOW <o�Yinn .t SSW24x7 80 312 2 1" 14 ��} SSW24 SSW12x74 85112 31/2 2 314" 4 1 I• • ° °4 SEE SSW, TO SS11H FOR STEEL STRONG-WALL 4400 Campus Drive _ II II ° ANCHORAGE SOLUTIONS p SSW15x74 8512 312 2 1" 6 9�11 g SSW18x74 851/2 312 2 1" 9 °° U <° Lf REGISTERED DESIGN PROFESSIONAL WOOD FIRST-FLOOR I7 �_ Newport Beach SSW21 WALL CONNECTION KIT A SSW21x74 -- 851/2 312 2 1" 12 ° IS PERMITTED TO MODIFY DETAILS •II ° LA 9266U S1174 151/2 312 (2)1" 14 ° FOR SPECIFIC CONDITIONS IR II II 'II': WALLMODEL93114 31/2 2314" 4 • I( �I 91 ° °II DTX CONTENTS SSW15x8 SSW15x8-STK 931/4 312 21" 6 COUPLER NUT IIQn) NON Ort BeaC}ISSW18x8 SSW18x8-STK 93114 3112 21" 9 STRONG-WALL ON CONCRETE -F AND THREADED L� II ° tl L 12 SSWi2-i KT EACH KIT CONTAINS:RODS(INCLUDED 16 (1)SHEAR TRANSFER PLATE tel 949.752.1612 88W78 SSW21x8 SSW2,x8-STK 831/4 31/2 21" 12 SECTION WITH SSWiKT) 15 SSW15-1KT (with#14 SCREWS) SSW24x8 SSW24x8-STK 93114 312 21" 14 FORB'TO12"BLOCK DEPTHS PLACE II II fax949.752.5321 18 SSW 18-1KT(2)3/4"x18"or 1"z 18'THREADED 0 0 SSW,2x8 -- 101114 3112 2 314" 4 SIMPSON C315 STRAPS REQUIRED THE ANCHOR BOLTS AND , 4 SEE SHEET A e RODS(ASTM A36) g SSW,5x9 SSW15x9-STK 1051/4 3,2 2 1" 8 SHRMBLOCIKHEiGnT3GREATERI SECURE WITHHEAW SEEeTOeFOR SSWI FOR 21 SSW21AKT(2)COUPLER NUTS Palm Springs HIX NUTS.(PROVIDED) (2)HEAW HEX NUTS SSW1W SSW18x9-STK 105114 31/2 2 1" 8 rHANa^ANDUProIrc ANCHORAGE SOLUTIONS ANCHORAGE INTERIOR ELEVATION 0 0 SSW21x9 SSW2lx9-STK 1051/4 3 12 2", 12 a NAILS INTO BLOCK USE i):"WRENCH/SOCKET FOR 3/4'NUT 24 SSW241KT INSTALLATION INSTRUCTIONS te1760.323.5090 SOLUTIONS. e INTO SSW NAILER STUD USE 1%"WRENCH/SOCKET FOR 1'NUT REGISTERED DESIGN PROFESSIONAL ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. 8SY111S SSW24x9 SSW24x9STK 1051/4 312 (2)1' 14 SHIM BLOCK HEIGFirSGREATER NUTS SHALL BE SNUG TIGHT. SSW12x10 1171/4 31/2 23/4" 4 THAN 1W AND UP To IT DO NOT USE AN IMPACT WRENCH. IS PERMITTED TO MODIFY DETAILS MODEL SSW_iKT.EXAMPLE'SSW21-IKT 0 0 SSW15x10 SSW15z10STK 117114 312 (2)1" 6 1D NAILS INTO BLOCK FOR SPECIFIC CONDITIONS 2x FLAT SHIM BLOCK 1B INTO SSW NAILER STUD #14 SCREWS TO- SSW18 SSW18x10 SSW18x11STK 1171/4 31/2 2 1" 8 PANEL(PROVIDED SHEAR TRANSFER N13HHH SSW21x10 SSW21x105TK mva 3,2 ," 12 ALTERNATE 1ST FLOOR WOOD FRAMING 7 w1THssw=1KT) o ° PLATE.(PROVIDED -STEEL rF • . .... . . . 0 0 SSW24x10 SSW24x10STK 1171/4 312 2 1" 14 LTP4 SPACING 4x SHIMBLOCK STRONGWALL •�� WITH SSW iKT) SSWd2 SSW15x11 SSW15x11STK 1291/4 512 21" 6 BY OTHERS 8423E WALL PROFIL[8 SSW18xi1 SSW18x11S7K 1281/4 512 2 i" 9 RIM JOIST BLOCKING AT WITH SDSY4"x 4%" —ATTACH SDS SCREWS 2ntl STORY REGISTERED DESIGN PROFESSIONAL BELOW SSW F� 7 SSW21x11 SSW21x11STK 1291/4 512 2 1" 12 SCREWS TO SHIM BLOCK TO SHIM BLOCK STEEL STRONG-WALL IS PERMITTED TO MODIFY DETAILS SSW24x11 SSW24xllSTK 1291/4 5IQ 2 1" 14 INSTEAD OF SDSY"x 3)z" --------- - NGER SSW15x,2 SSW15xl2STK 1411/4 512 1" 6 ° ° SCREWS PROVIDED o 0 0 o FOR SPECIFIC ITONDITIONS. (IF REQST UIRED) Z 1jA, 11/t�-OQI� ADJACENT FRAMING (IF REQUIRED) Q OF CALF SSW18x12 SSW18z12STK 1411/4 51/2 2 1" 9 Q Q Q Q Q Q Q o mJ SSW21x12 SSW2,x,2STK 141 1/4 512 2 1" 12 BY OTHERS SHEAR TRANSFER PLATE FLOOR SHEATHING Q SSW24x12 SSW24%12-STK 1411/4 512 2 1" 14 '' AND#14 SELF-DRILLING SCREWS TABLE NOTES: SSW18x13 SSW18x13STK 1531/4 512 2 1" 9 27[FLAT SHIM BLOCK 4x SHIM BLOCK (PROVIDED WITH SSW_-2KT). , ° O RESTRICTIVE NOTICE 1 SDS''/."x3W'SCREWS PROVIDEDWITH WALL SSW21x13 SSW21x13STK 1531/4 512 21" 12 a II II ° ° FLOOR FRAMING AT 2'-0" U 2.SEE SHEET SSWI FOR ANCHORAGE SOLUTIONS. 4x SHAPED °a I ° OC MAX.WHERE FRAMING W I THESE DESIGNS DRAWINGS,AND SSW24xi3 SSW24xl3STK 1531/4 5112 2 1" 14 SOLID BLOCKING BELOW ° II 11 a° F- ���(((��} SPECIflCATIONS ARE THE EXCLUSIVE SHIM BLOCK 10d COMMONS ° ° ° IS PARALLEL TO WALL, (12"MAX.DEPTH BCRIPPL LOCKING AND WALL, STEEL STRONG-WALL TO FRAMING I I I I INSTALL BLOCKING WITHIN Z PAOFBRTY OF GO TIN R ENGINEERING STEEL STRONG-WALL MODELS 10 LL BLOCKING AND STRAP BETWEEN FLOOR FRAMING CONSULSHOWOUP.ANRDE AT TALL END) (Nd COMMON NAILS (NOT PROVIDED) b SHEAR TRANSFER 8'OF EACH END OF SSW. O IN OAU.RATION SHOWN 6 PARTO THEE BY OTHERS (NOT PROVIDED) BY OTHERS BLOCKING DEPTH SHALL TO ALL RKIRENrs AND NO PART OF THESE LTP4 SPACING (LTP4 SHOWN) MATCH FLOOR FRAMING. C!J DRAWINGS CAN BE COMM.TRANSFORM. RIM JOIST,BEAM, BY OTHERS O " SrxucruRO BE BUILT FRON THEM IIIZ OR REPRODUCED,NOR CAN ANY OR BLOCKING 4TOP PLATE ATTACH SDSSCREWS EXTERIOR ELEVATION SECTION CrJ W WITHOUT WRriTBT CONSENT OF GOMM , IF APPLICABLE ATTACH SDS SCREWS TO BLOCKING RIM JOIST ENGINEERING CONSULTING GROUP FIRST FLOOR AT WOOD FRAMING NOTES: MAXIMUM WOOD SHIM o 0 0 o TO SHIM BLOCK o 0 0 o Cn SHEAR TRANSFER 1 USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES FROM THE COPYMGHT GOMM ENGINEERING WITH SDS Y."x3Yz"SCREWS. ADJACENT FRAMING BY OTHERS STRONG-WALL CATALOG FOR THIS INSTALLATION. CONSLTINGGROUP2MALLAIGHTS FOR SHIMS GREATER O O 0 O ADJACENT 0 0 Q Q BY OTHERS (SIMPSON LTP4 SHOWN FOR PERPENDICULAR FLOOR FRAMING SPACED e REIERVED ......... FRAMING .. ... . ILLUSTRATION) AT Z-4r OC MAXIMUM.WHERE FRAMING 2.USE ALTERNATE DETAIL 88 TO ACHIEVE MAXIMUM ON-CONCRETE REGISTERED DESIGN PROFESSIONAL THAN W,SEEe BY OTHERS 1l4"HOLES TO ATTACH g IS PARALLEL IT WALL,INSTALL ALLOWABLE LOADS. F PERMITTED TO MODIFY DETAILS PROJECT: OPTIONAL BLOCKING OR RAKE WALL CRIPPLE WALL BLOCKING WITHIN 8"OF EACH END OF 3.FOR TWO-STORY STACKED STEEL STRONG-WALLS WITH WOOD FOR SPECIFIC CONDITIONS. FRAMING 0 0 0 SDS Y'x3N2'SCREWS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR (INCLUDED WITH WALL) STEEL STRONG-WALL BLOCKING DEPTH 7 AURA ATTACH TOP OF WALL TO TOP PLATES SHALL MATCH FLOOR FRAMING DEPTH. FIRST FLOOR,USE ALTERNATE DETAIL 1 SHEAR TRANSFER IS PERMITTED DESIGN Westridge PA 2D PRE-ATTACHED WITH SDS'/,'x 3:4'SCREWS(PROVIDED) 2.OUT OF PLANE LOADING EFFECT IS PERMITTED TO MODIFY DETAILS FIRST STORY 4.REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER WOOD STUDS 3.INCREASED OVERTURNING AND DRIFT FOR SPECIFIC CONDITIONS STEEL STRONG-WALL FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION. ' STEEL PANEL DUE TO ADDITIONAL HEIGHT. HOLES PREDRILLED IN OPTIONAL PILOT HOLE TOP OF WALL HEIGHT ADJUSTMENTS 5 TWO-STORY STACKED FLOOR SECTION 8 FIRST FLOOR AT WOOD FRAMING 10 STUDS FOR WIRING. 0 0 o PREFABRICATED HOLES IN STEEL DRILL 2'DIAMETER x 1" PLACE SSW PANEL OVER THREADED PANEL.(VARY WITH EACH MODEL) RODS AND SECURE WITH HEAVY HEX O O O.D. DEEP HOLE OR NOTCH 16d COMMON NAILING SEE SIDE ADDITIONAL 1-1/8"DIAMETER ,,,,, ADDITIONAL CUTTING OF STEEL SHEAi"DEEP MAX.IN NUTS(PROVIDED).USE HEADER BY OTHERS -- WALL OR ENLARGING OF EXISTING 1 5/8"WRENCH/SOCKET FOR 1"NUT VIEWS FOR SPACING. HOLES MAYBE DRILLED THRU SHEATHING NUT JOIST. 2 PLV 2x12 MIN WITH N WOOD STUDS AT ANY HOLE o Q o a HOLES NOT PERMITTED SET LOWER NUT FLUSH NUTS SHALL BE SNUG TIGHT SHEATHING BETWEEN PLYS LOCATION MATCHING AN 0 WITH TOP OF SHEATHING DO NOT USE AN IMPACT WRENCH. OR 2 PLY 1%'xi IW'MIN.LVL INSTALL SDSY"xSP2" 14 STEELOBROUND HOLE IN SSW BASE PLATE SHALL (2 PLY LVL SHOWN) SCREWS.SEE SIDE VIEWS N DEVELOPER: STEEL PANEL FLANGE. 2 OR 5 SIT FLUSH&LEVEL ON NUTS- ' ALTERNATE SIMPSON AU EACH SIDE (S R(SCREWS YIN SPACING = Pardee Homes ELECTRICAL BUSHINGS NOTE: (SCREWS BY INSTALLER) I N IE� AT ALL ROUND MECHANICAL HOLES. MULTI WITH TEE STRONG- - I USED WITH STEEL STRONG- v 1"DIAMETER '' •' SOLID BLOCKING BELOW WALL FOR WIND DESIGNS OR REGISTERED DESIGN PROFESSIONAL Q REGISTERED DESIGN PROFESSIONAL 0 0 0 0 STEE[STANDS STRONG-WALL ROD THREADED RODS STEEL STRONG-WALL IN SEISMIC DESIGN CATEGORIES IS PERMITTED TO MODIFY DETAILS F W IS PERMITTED TO MODIFY DETAILS ° ° ° ° AT2NNd FLOOR LENGTH (PROVIDED WITH A-C(IBC 81RC)ONLY FOR SPECIFIC CONDITIONS W Q ARCHITECT: FOR SPECIFIC CONDITIONS. v. �W-2� G . . . . . 4 OR 7 = 0 0 0 0 SD "13V SCREWS l� Bassenian Lagoni Architects SS 33 ALTERNATE W DRILL 1 i116"MAX DIAMETER PROVIDED WITH WALL 12 0 W SSW v FOR SHIMS GREATER HOLE IN DOUBLE TOP SSW MULTI-PLY HEADER CROSS SECTION ?:! 8 PLATE FOR RODS � W SINGLE-STORY SSW ON CONCRETE 2 THAN78 SEEe 0 0 1"MI z .` ATTACH TOP OF SSW TO NIL LOCATION: TOP PLATES WITH TYP. Lake Elsinore o� 9 MAXIMUM UPPER PANEL SHEAR SDSY.."x 3W SCREWS 2 2' 3 i INSTALL SDS 1/4"XJ 12"SCREWS GARAGE HEADER 2 oR 5 SHEAR TRANSFER 53 Mj O Riverside m ROD LENGTH REDUCTION FACTOR (PROVIDED WITH SSW) HORIZONTALLY THROUGH LVL OR a ROUGH OPENING HEIGHT ALTERNATE DESIGN&DETAILS INCHES 1.00 2xLUMBER HEADER PLYS.4SCREWS W CA m ROUGH BY OTHERS 21 INCHES 0.94 TOTAL FOR SSWt2 6 SCREWS TOTAL E MODEL H HEAW HIX NUTS TOP 4 FOR SSW75,SSW78,SSW21 AND SSW24. No. CURB OPENING SSW-STK OPTION ROD LENGTH IS TOTAL OF FLOOR ,,, AND BOTTOM(PROVIDED REVISIONS HEIGHT (FACTORY INSTALLED) ' ' ' ' JOIST DEPTH PLUS TOP PLATES WITH SSW_-2Kr).NUTS SHALL 2O SDS 1/4"XJ 12"SCREWS PROVIDED ISI a SSW12x7 .. 31("MIN WIDTH I ,. .. I PLUS SHIM THICKNESS BE SNUG TIGHT.DO NOT WITH WALL v SSW15x7 SY" 7-1)4" HEADER BY USE AN IMPACT WRENCH. ' + NO. DATE DESCRIPTION OTHERS.FOR °°IIII ° O FASTEN PLYS TOGETHER WITH 16d /A I 0628116 PLAN CHECK c ssws � MULTI-PLY HEADER INTERIOR ELEVATION COMMON NAILS AT 16 O.C.ALONG EACH r/ CUENf REV. o SSA 47 0 0'0 EDGE OF BEAM. 2 0629/16 UPDATED SOILS 5' T-T li REQUIREMENTS o SSW12x8 SEE S31 I O SS 5 8 8-2 SHEAR TRANSFER PLATE 2 4 2x HEADER PLYS SHALL MATCH HEADER E SSW18x8 0 0 AND#14 SELF-DRILLING SCREWS o 0 0 0 - _ SSW21x8 ° ° DEPTH AND EXTEND FULL WIDTH OF PROVIDED WITH SSW_-2 STEEL STRONG-WALL I ( KT) SSW,MINIMUM a 6" e'-3Y" � ORDER TWO-STORY (SSW78 SHOWN) u' '•' In S, 4x8 0 O STACKED WALL RIM JOIST T `= 1 THE HEIGHT OF THE GARAGE CURB 'SEE SHEET SSW4 FIRST STORY WALL: CONNECTOR KIT SIDE VIEW v 9 ABOVE THE GARAGE SLAB IS CRITICAL ROUGH FOR GARAGE PORTAL ADD STK TO MODEL SEPARATELY. SSW WITH MULTI-PLY HEADER r - N FOR THE ROUGH HEADER OPENING AT OPENING SYSTEM WHEN SSWP-KT NAME MODEL SSW_2KT. IS SPECIFIED ----------- _+SeU GARAGE RETURN WALLS EXAMPLE.SSW21x9STK EXAMPLE:SSW21-2. SHEAR TRANSFER Cr 0 2 SHIMS ARE NOT PROVIDED WITH HEIGHT 0 0 0 o BY OTHERS _,,, ..� 0;' ' STEEL STRONG-WALL. 0 0 0 0 (LTP4 SHOWN) _ .+; ablf SHEET NAME: 3.FURRING ON UNDERSIDE OF GARAGE MULTI-PLY HEADERS 11 'appT�";I'ot". ore ' '`"E E HEADER MAY BE NECESSARY FOR POST&POST 4 REGISTERED DESIGN PROFESS IONAL _ _'S1k:H SIMPSON STEEL WALLS LESSER ROUGH OPENING HEIGHTS BASE DETAIL S O O O O IS PERMITTED TO MODIFY DETAILS OT'f'.� " DETAILS&NOTES BY OTHERS FOR SPECIFIC CONDITIONS It1.STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY"SIMPSON STRONG-TIE COMPANY,INC." REGISTERED DESIGN PROFESSIONAL H 10d COMMON NAILS HOME OFFICE:5958 W.LAS POSITAS BLVD.,PLEASANTON,CA 94588 TEL:(800)999-5099,FAX:(925)847-1597 IS PERMITTED TO MODIFY DETAILS CURB (NOT INCLUDED) "SIMPSON STRONG-TIE COMPANY,INC."IS AN ISO 9G01 REGISTERED COMPANY. FOR SPECIFIC CONDITIONS 'll IV II It TWO-STORY STACKED 2.USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. OM �T.S S B '« U, U , •B WALL CONNECTION KIT 0 0 0 0 3.THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE DESIGN OF THE o - WALL BUILDING'S LATERAL FORCE RESISTING SYSTEM,INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM 4 - ._ WIDTH MODEL CONTENTS (in) THE STRUCTURE TO THE GROUND,IS THE RESPONSIBILITY OF THE SPECIFIER. PROJECT NUMBER: a '• NO' 4.ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 5 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ELEVATIONS,ETC PRIOR TO INSTALLATION OF ANY 64002 15 SSWiS2KT EACH KIT CONTAINS: COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM.IF ANY DISCREPANCIES ARE FOUND THEY SHALL BE BROUGHT NNOTE. FOR GARAGE WALL OPTION 2 8 SSW18 2KT (1)SHEAR TRANSFER PLATE TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION ���� REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: L� II S 11 (With#14 SCREWS) 6.INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS.THE PERFORMANCE OF ENGINEER: GE 7-FT HIGH STEEL STRONG-WALL MODELS °°,1+— �, (2)1"x 48"THREADED RODS(AS A36) MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER o ARE 80",2"TALLER THAN 7-FT.HIGH WOOD 1.SHEAR TRANSFER 4 OR 7 II ° NI REGISTERED DESIGN PROFESSIONAL 21 SSW21 ZKT (6)HEAVY HEX NUTS DRAFTER: GE N STRONG-WALL SHEARWALLS 2.OUT OF PLANE LOADING EFFECT SS ALTERNATE ° II 7 SIMPSON STRONG-TIE COMPANY,INC.RESERVES THE RIGHT TO CHANGE SPECIFICATIONS,DESIGNS,AND MODELS 3.INCREASED OVERTURNING AND DRIFT DUE IS PERMITTED TO MODIFY DETAILS 24 SSW242KT INSTALLATION INSTRUCTIONS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. o IN ADDITIONAL HEIGHT. FOR SPECIFIC CONDITIONS. EXTERIOR ELEVATION 8,ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. ISSUED DATE: PLOT DATE: 1/11/2016 06/28/2016 z ALTERNATE GARAGE WALL OPTIONS 3 TWO-STORY STACKED 6 TWO-STORY STACKED FLOOR FRAMING 9 NOTES 12 SHEET NUMBER: SSW2 DUCTWORK LEGEND GENERAL NOTES MECHANICAL SYSTEMS SHALL G, SYMBOL DESCRIPTION SYMBOL DESCRIPTION AIR SYSTEM DESIGN CRITERIA I B ACCORDANCE W TH 2013 CALIFORNIA MECHANICAL CODE E INSTALLED IN 19 U.LLLABEL.HVACEQUIMENT SHALL BE U.L.LISTED AND BEAR A (CMG) AND ALL APPLICABLE LOCAL,STATE CODES AND CITY B'044ONT REGULATIONS WITH AMENDMENTS(LATEST EDITION). 20.THE CONTRACTOR SHALL VERIFY THE INPUT VOLTAGE AND /^ T(' AMPERAGE(HORSEPOWER)RATING OF ALL EQUIPMENT , MOTORIZED DAMPER /WV V V V FLEXIBLE DUCTWORK GWNTY RIVERSIDE 2. BEFORE 5UBMITTIN6 BID,CONTRACTOR SHALL SURVEY THE PRIOR TO INSTALLATION. a rx�o A CLIMATE ZONE 10 ENTIRE PROJECT SITE AND BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS.THE INTENT OF WORK IS 21. CONTRACTOR SHALL PROVIDE ALL SAFETY MATERIALS 4400 Campus Drive RECTANGULAR SUPPLY DUCT SECTION SUMS OUTDOOR DESIGN TEMP.(DRY-BULB) IOI DES F SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.BY THE AND EQUIPMENT NOT LIMITED TO BARRIERS,SIGNS,LI&HT5, Newport Beach MANUAL VOLUME DAMPER ® OR SUPPLY DIFFUSER ACT OF SUBMITTING A BID PROPOSAL FOR WORK,THE ETC. CA 92660 SUMMER COINCIDENT WET-BULB TEMP. 6q DEG F CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS 22.CONTRACTOR SHALL PROVIDE BARRICADE,SAFETY SIGNS RECTANGULAR EXHAUST DUCT SUMFER DAILY RANGE 94 DES F PRESENT AT SITE.NO REQUEST FOR ADDITIONAL PAYMENT AND OTHER DEVICES TO ISOLATE WORK AREA DURING Newport Beach OPPOSED BLADE DAMPER SECTION OR EXHAUST GRILLE SHALL BE CONSIDERED VALID,DUE TO CONTRACTOR CONSTRUCTION,UPON CONSTRUCTION MANAGER APPROVAL. P tel 949.752.1612 MINTER OUTDOOR DE91SN TEMP.(DRY BULB) 21 DES F FAILURE TO ALLOW IN COST ESTIMATE FOR CONDITIONS fax 949.752.5321 WHICH MAY EXIST. 25.CONTRACTOR SHALL REPAIR/PATCH RECTANGULAR RETURN DUCT SECTION SUMMER INDOOR M516N TEMP.(DRY WILE) -S DES F ANY OP NIN6 CAUSED BY EGUI MENT/P AND INSTALLATION,BIND VEATHER PROOF BAGKDRAFT DAMPER Palm Springs OR RETURN GRILL WINTER INDOOR PM16N TEMP.(DRY BULB) 66 DES F 3. CONTRA BID SHALL NOT C LIMITED TO THE WORK AND SHALL PAINT WHERE NECESSARY. tel 760.323.5090 SHOWN ONN THE PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS,UTILITY CHAR&E5,COST FOR TEMPORARY 24.THE CONTRACTOR SHALL THOROUGHLY GLEAN THE UNITS, OFF-SET UP OR DOWN ROUND DUCT SECTION UTILITY SERVICES,ALL ALTERATION,ALL DEMOLITION AND REMOVE ALL PACKING LABELS,STICKERS AND ANY t-DN 0 EXTENSION 104ORK5,PERMITS, INSPECTION FEES, GRATING DEBRIS,AND LEAVE ALL INSTALLATION FINISHED MISCELLANEOUS GONTIN&ENCY COST,ETC.,SHALL BE AND READY FOR OPERATION. 1Q1(q INTERNALLY LINED DUCTWORK AIR FLOW(SUPPLY) INCLUDED IN BID. GY1 25.AFTER COMPLETION,THE COMPLETE SYSTEM SHALL BE --------- 4. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EQUIPMENT TESTED AND BALANCED.ANY ADDITIONAL BALANGIN6 No M3a279 a BOTTOM OUTLET SUPPLY MECHANICAL SHEET INDEX AND POINTS OF CONNECTIONS AND COORDINATE WITH DEVICES REQUIRED FOR PROPER BALANGIN6 SHALL BE - - t DIFFUSER-PATTERN AS SHOWN �� AIR FLOW(RETURN OR EXHAUST) CONSTRUCTION MANAGER,ARCHITECT,CIVIL ENGINEER, INSTALLED.PRIOR TO BALANGIN6 ALL FILTERS SHALL BE S ON PLANS LANDSCAPE ARCHITECT AND UTILITY CONSULTANTS PRIOR REPLACED WITH NEW GLEAN FILTERS PLACED IN THE 4)a`Oi'cpLtF� No. 51EEr vEScwPnoN REMARKS TO START OF CONSTRUCTION.NO COMPENSATION WILL BE RETURN GRILLES. SIDE OUTLET SUPPLY REGISTER NECK 511E(VIA) I M-IA HVAG NOTES AND SYMBOLS MADE FOR RELOCATION OF EQUIMENT AND ASSOCIATED DATE SIGNED:7/7/16 AIR DEVICE MARK - COST. 26.UPON COMPLETION OF PROJECT AND PRIOR TO RESTRICTIVE NOTICE IR QUANTITY(CFK 2 M-1.1 WAG EQUIPMENT SCHEOULE5 - ACCEPTANCE OF THE WORK BY THE CONSTRUCTION 5. ALL DIMENSIONS SHOWN ON THESE PLANS ARE MANAGER,CONTRACTOR SHALL FURNISH TO HIM FOUR(4) THESEDESIGNS,DRAWINGS,AND SPECIFICATIONS ARE THE EXCLUSIVE BOTTOM INLET RETURN REGISTER TQ THERMOSTAT 5 M-12 MANUAL J D 4 5 CALCULATIONS-PLAN I - APPROXIMATE,AND MUST BE CONFIRMED ON SITE. COPIES OF OPERATION AND MAINTENANCE MANUAL OF PROFERTY OF GOUVIS ENGINEERING B INFO EQUIPMENT BOUND IN BOOK FORM AND INDEXED.MANUAL CONSULTINGGROUP,AND ALL 4 M-15 MANUAL J D 4 9 CALCULATIONS-PLAN 2 6. ANY ORK TO BE PERFORMED MUST BE PLANNED IN SHALL CONTAIN PARTS LIST,RECOMMENDED PERIODS OF TOALLRECIHENTS AND NO PART OF T. W ESE WINGS CAN BE COPIED, ADVANCE.SCHEDULING SHALL BE DONE IN COOPERATION INSPECTION,ETC.,AND NAME,ADDRESS AND PHONE NUMBER DOOR REPRODUCED,NOR CAN ANY RED, EM SIDE INLET RETURN REGISTER QT 5 THERMOSTAT SUSPENDED 5 M-1.4 MANUAL J D 4 5 CALCULATIONS-PLAN 5 - WITH CONSTRUCTION MANAGER. INCLUDE ALL PREMIUM TIME OF ALL SUPPLIERS. WITHOUT STRUCTURES CONSEH of HGOUVI5 GHAR6E5 IN BID TO COVER AFTER-HOURS AND WEEKEND ENGINEERING CONSULTING GROUP 6 M-1.4 MANUAL J D 4 5 CALCULATIONS-PLAN 5 OPT BED a - WORK. 21.THE CONTRACTOR SHALL PREPARE ONE(1)SET OF "RECORD - COPYRIGHT GOUVIS ENGINEERING DRAWINGS"PLANS AND KEEP AT JOB SITE FOR REVIEW BY CONSULTING GROUP-ALL RIGHTS FLEXIBLE CONNECTION © PRESSURE DIFFERENTIAL SENSOR T M-I.a MANUAL J D 1 5 CALCULATIONS-PLAN 5 OPT BED 5 1. THE CONTRACTOR SHALL COORDINATE HIS WORK THE CONSTRUCTION MANAGER.ANY CHANGES FROM THE RESERVED HARMONIOUSLY WITH ALL TRADES.COORDINATE THE DESIGN DRAWIN65 SHALL BE NOTED WITH RED INK.UPON 6 M-2.0 NVAC PLAN-PLAN I LOCATIONS OF ALL GEILIN6 DIFFUSERS,REGISTERS AND COMPLETION OF PROJECT THE CONTRACTOR SHALL SUBMIT PROJECT: T GRILLES WITH THE ARCHITECTURAL GEILIN6 PLAN, THE PLANS TO THE CONSTRUCTION MANAGER. AURA ORIFICE PLATE IN DUCT GS SWITCH q M-2.1 HVAG PLAN-PLAN 2 ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM 10 M-22 NVAC PLAN-PLAN 9 ELEVATIONS.ALL WORK SHALL BE IN ACCORDANCE WITH 28.COMPLETE INSTALLATION SHALL BE GUARANTEED,AND Westridge PA 2D BEST CONSTRUCTION PRACTICES. CONTRACTOR SHALL PROVIDE I YEAR SERVICE, INCLUDING ELBOW5 WITH TURNING VANES ® SMOKE DETECTOR 11 MD-1 WAG DETAILS PARTS AND LABOR. 8. THE CONTRACTOR SHALL FURNISH ALL MATERIAL,TOOLS, LABOR,ETC.TO INSTALL A COMPLETE AND FUNCTIONING 2"1.THE CONTRACTOR SHALL FURNISH A TRAINED AND SYSTEM AS INDICATED ON DRAWINGS. COMPETENT SERVICE ENGINEER TO INSTRUCT THE rA DT ACCESS DOOR e POINT OF CONNECTION OPERATORS IN THE OPERATION AND MAINTENANCE OF THE -- q. THE CONTRACTOR SHALL REPORT TO THE CONSTRUCTION SYSTEM. MANAGER IMMEDIATELY ANY INTERFERENCE BETWEEN RECTANGULAR TO ROUND TRADES OR WITH BUILDING OBSTRUCTIONS. 50.EACH 51NGLE SYSTEM HEATING OR COOLING AIR IN EXCESS TRANSITION POINT OF ORIGIN,WORK POINT OF 2,000 CUBIC FEET PER MINUTE SHALL BE EQUIPPED WITH DEVELOPER: 10. PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT,DUCTWORK, AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS Pardee Homes RECTANGULAR OR FLAT PIPING,DAMPERS,ETC.AND SUBMIT IT TO THE PER 2015 CIVIC SECTION 60q. CONSTRUCTION MANAGER FOR APPROVAL. 12X24 OVAL DUCTWORK SIZE,FIRST ® DROPPED GEILIN6 31. HVAG SYSTEM INSTALLERS SHALL BE TRAINED AND NUMBER 15 51DE 5HOWN II. ALL DUCTWORK SHALL BE CONSTRUCTED,ERECTED,AND CERTIFIED IN THE PROPER INSTALLATION OF HVAG COIL CC, MG-HEATING COIL SEALED IN ACCORDANCE WITH THE M05T RESTRICTIVE OF SYSTEMS AND EQUIPMENT BY A RECOGNIZED TRAINING OR ARCHITECT: f G -COOLING COIL ITS] TEMPERATURE SENSOR TRANSMITTER LOCAL REGULATIONS AND PROCEDURES DETAILED IN CERTIFICATION PROGRAM Bassenian Lagoni Architects PHG-PRE-HEAT COIL G A5HRAE HANDBOOK OF FUNDAMENTALS OR THE RHG-RE-HEAT APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL 32,FIRE PLACES MUST BE DIRECT-VENT SEALED-COMBUSTION AND AIR CONDITIONING CONTRACTORS NATIONAL CHAMBER TYPE PER C6550 4.505.NO WOOD BURNING FIRE DAMPER HUMIDITY 5EN5OR/TRAN5MITTER ASSOCIATION AND THE UNIFORM MECHANICAL CODE. FIREPLACE 15 PERMITTED PER AOMD REGULATIONS. LOCATION: 12. ALL DUCT 51ZES ARE CLEAR INSIDE SIZES.OBTAIN 53.ALL NEW WINDOWS AND DOORS SHALL HAVE A LABEL Lake Elsinore FSD Riverside FIRE SMOKE DAMPER NT DEW POINT/TEMPERATURE APPROVAL FROM CONSTRUCTION MANAGER FOR SIZING OF INDICATING THE U-FACTOR AND SH6G. CA TRANSMITTER ANY DUCTWORK,WHERE SIZES ARE NOT 5HOWN ON DRAWI1465. 54.AT THE TIME OF ROUGH INSTALLATION,DURING STORAGE ON REVISIONS THE CONSTRUCTION CO LIN& SITE AND UNIT FINAL STARTUP OF FILTER � KEYED NOTE 13. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL HEATING,COOLING AND VENTILATING EQUIMENT,ALL DUCT NO. DATE DESCRIPTION DUCT BRANCHES TO INDIVIDUAL BOXES,DIFFUSERS,6RILLE5 AND OTHER RELATED AIR INTAKE AND DISTRIBUTION 06/22/16 PLAN CHECK AND RE615TER5 AND SHALL BE LOCKED IN THE FINAL COMPONENT OPENIN65 SHALL BE COMI-RED. POSITION AFTER COMPLETION OF AIR BALANCE. LOUVER FS FLOW SWITCH 55.EACH BATHROOM SHALL BE MECHANICALLY VENT)LATE7.7 14. TRANSVERSE AND LONGITUDINAL JOINTS FOR ALL SUPPLY AND SHALL COMPLY WITH THE FOLLOnN5: .,',,n AIR DUCTS SHALL BE SEALED WITH APPROVED MASTIC PER eer.' erldlr`= 5MAGNA. 55.1. FANS SHALL BE ENER6P apt" GIANT AND BE 'f t"y DUCTED TO TERMINAtk,`,U Vp,,�talBUILDIN6 15. COVER ALL WALL5,FLOOR,GEILIN6 AND ROOF OPENIN65 o"!4 a seed t tc LEFT AS THE RESULT OF THE WORK.PROVISIONS SHALL BE 55.2. UNLESS FUNCTIONING IAS A GO PpF t>F A WHOLE ucablL' EGU I PMENT MADE TO PROJECT PEOPLE FROM INJURY AND TO PROTECT HOUSE VENTILATION 5YSTE1Lh�c 00 BE EQUIPMENT FROM WEATHER. CONTROLLED BY A HUIPP' R � L Uerfl'lii SHEET NAME: SA DIFFUSER '�O4des er i r�';I'jate or e e Ib. SEAL ALL PENETRATIONS THROUGH WALL5,CEILIN65, 55.2.1. HUMIDITY CONTROiZM4) � ''^,CAPABLE OF MANUAL HVAG NOTES d HVAG FURNACE FLOOR,ETC.TO MAINTAIN THE FIRE RATING,AND BUILDING OR AUTOMATIC,ADcdl915ET BETWEEN A RELATIVE SYMBOLS PRESSURIZATION. HUMIDITY RANGE OF LE55 THAN 50%TO A MAXIMUM OF 80%. I # e -- 1-1. PROVIDE ANCHORAGE FOR ALL PIPING,DUCTWORK AND HVAG A/C UNIT HVAG ACCESS PANEL EQUIPMENT IN ACCORDANCE WITH THE LATEST EDITION OF 55.2.2. A HUMIDITY CONTROL MAY BE A SEPARATE GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL COMPONENT TO THE EXHAUST FAN AND 15 NOT PROJECT NUMBER: SYSTEMS AND PLUMBING PIPING SYSTEMS PER 5MAGNA. REQUIRED TO BE INTEGRAL OR BUILT-IN 64002 O -- 15. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT 36.BUILDING CONTAINS A WHOLE HOUSE EXHAUST FAN. ITS 5T NHVAG RETURN GRILL ENGINEER: GZ STORAGE TANK ACCORDANCE WITH THE EQUIMENT MANUFACTURER'S GONERS OR LOUVERS SHALL HAVE A MINIMUM OF R-4.2 RECOMMENDATIONS. INSULATION. DRAFTER: GZ ISSUED DATE: PLOT DATE: EF GEILIN6 MOUNTED 1/11/2016 07/08/2016 EXHAUST FAN SHEET NUMBER: M- 1 .0 RECTANGULAR DUCT SIZE ESTIMATE FLEXIBLE DUCT FAN SCHEDULE FF DUCT DEV614 SUPPLY DE51614 RETURN �T�]js' 51ZE AIRFLOW(GFM) AIRFLOW(GFM) EQUIPMENT MOTOR SERVICE LOCATION CFM STATIC MANUFACTURER&MODEL SONES OPTIONS-ACCESSORIES DE516N DUCT HE16HT-NET INSIDE DIMENSION IN INCHES 5" 60 54 NO. PRESS. (IN.W.G.) WATTS HP RPM VOLT.-PH.-CY. 1400 Campus Drive GFM 4" GFM 6" GFM 8" GFM 10" GFM 17. b" 100 010 EF AIRKING BACK DRAFT DAMPER Newport Beach RESTROOM CEILING 63 0.25 27.6 -- -- 120-1-60 AK80 1.5 CONTROLLED BY SWITCH CA 92660 60 6X4 60 4X6 g0 4X8 120 4XIO 150 4XI2 �° 150 155 R OR EQUAL OPER.WT.=10.0 LBS EF AIRKING BACK DRAFT DAMPER Newport Beach q0 8X4 I10 6X6 160 6X8 215 6XIO 210 6X1.2 8" 240 216 B BATHROOM CEILING 84 0.25 37.0 -- -- 20-1-60 EBOSOR EQUAL BOOST 0_7 OPER. CONTROLLED 170 LBS HUMIDITY SENSOR tel 949.752.1612 fax 949.752.5321 MASTER AIRKING BACK DRAFT DAMPER 120 IOX4 160 SXb 230 8X8 310 SXIO 400 5XI2 q" 500 210 EF BATHROOM CEILING 113 0.25 37.0 -- -- 120-1-60 ESB730SH W/BOOST 0.7 CONTROLLED BY BUILT IN HUMIDITY SENSOR MB OR EQUAL OPER.WT.=17.0 LBS Palm Springs 150 12X4 215 IOX6 310 IOXB 430 IOXIO 550 IOXI2 EF -- BACK DRAFT DAMPER tel760.323.5090 10" 400 360 LAUNDRY/ AIRKING L WHOLEHOUSE CEILING 116 0.25 37.0 120-1-60 OR EQUAL CONTROLLED BY SWITCH(CONTINUOUS 150 14X4 210 12X6 400 12X8 550 12XIO 680 12XI2 0.B OPER.WT. WHILE Hain IS OCCUPIED) 12" 650 585 OPER.W1.=17.0 LBS I NOTES_ e�OY1 210 16X4 520 14X6 4-10 14X8 610 14XIO 500 14XI2 14" 1000 C100 VERIFY WITH ARCHITECT/OWNER FOR EXACT MODEL NUMBER BEFORE ROUGH-IN. No M34279 � 240 15X4 315 I&X6 580 16X8 500 16XIO C150 I&Xl2 16" 1400 1210 - 210 2OX4 430 18X6 6-70 18X8 q30 195XIO 1100 18XI2 IS" 2000 1500 y s DATE SIGNED:71I16 500 22X4 4qO 2OXb '750 2OX8 1060 20XIO 1250 2OX12 20" 2500 2250 SPLIT SYSTEM INDOOR GAS FIRED FORCED AIR UNITS FAU RESTRICTIVE NOTICE FLEX DUCT =Y' ON M05T METAL DUCT THESE DESIGNS DRAWINGS.AND 550 24X4 540 22X6 840 22X8 1200 22XIO 1400 22XI2 CALCULATOR MATCH COIL HEATING CAPACITY ELECTRICAL OPERATING SPECIFICATIONS ARE THE EXCLUSIVE EQUIPMENT MANUFACTURER SUPPLY OUTSIDE E.S.P. SERVICE IX1IDOOR MANUFACTURER FlLTERS WEIGHTS REMARKS PROPERTY OF GOUVIS ENGINEERING NO. &MODEL NO. AIR AIR (IN.W.G.) INFORM TIOTINGGROUP,ANFALL UNIT &MODEL N0. FUEL INPUT OUTPUT ANE (TMOW-AWAY)HP V./PH./CY FLA MOCP (LBS) O FORMATION SHOWN N CONFIDENTIAL 600 24X6 g30 24X8 1520 24XI0 1600 24XI2 (�M) (CFM) BTUH BTUH TO ALL RECIPIENTS AND NO PART OF THESE DRAWINGS CAN BE COPIED,TRANSFERRED, FAU CARRIER CU OR REPRODUCED,NOR CAN ANY V CARRIER STRUCTURES BE BUILT FROM THEM 650 26X6 1020 26X8 1450 26XIO 1150 26X12 58-PHY-090-16- 1333 -- 0.7 SEE CAP--4321AV NAs 84,000 69,000 80x -- -- 115/1/60 11.0 15 140.0+81.5 QQ2®®OS © WITHOUT WRITTEN CONSENT OF GOUVIS ROUND METAL PIPE 42 OR EQUAL PLAN 4Z OR EQUAL ENGINEERING CONSULTING GROUP 110 28X6 1100 28X8 550 28XI0 Ig50 28XI2 DUCT SIZE DE516N AIRFLOW (GFM) COP/RIGHT COUNTS ENGINEERING I PROVIDE ALL REQUIRED MATERIALS # INSULATED CONSULTING RESERVEOOBALL RIGHTS ` O ®PROVIDE CONTROL WIRING,CONDUIT,ETC.FOR A 115 30X6 1200 30X8 1610 30XIO 2150 5OX12 5" 60 REFRIGERANT LINES FOR COMPLETE INSTALLATION, COMPLETE AND OPERABLE SYSTEM. SIZE RS/RL PIPING PER MANUFACTURERS GUIDELINES. Q5 PROVIDE SECONDARY CONDENSATE DRAIN PAN PROJECT: 40 21/2XIO 1500 32X8 800 32XIO 2500 32X12 6" 100 0 PROVIDE REQUIRED ACCESS TO INDOOR UNIT PER FOR ALL DX COILS. AURA PROVIDE PROGRAMMABLE ROOM THERMOSTAT FOR ©PROVIDE MERV 8 FILTER AT RETURN AIR PLENUM CONNECTION TO UNIT. We$tridge PA 2D 10 21/2XI4 1400 34X8 Ig30 34XIO 2450 34XI2 1" 150 EACH FAU UNIT. 150 21/2X30 1500 36X8 2060 3bX10 2600 36X12 8" 240 100 51/2X14 2200 55XIO 2750 38X12 q" 500 220 31/2X30 2550 40XIO 2-100 4OX12 10" 400 SPLIT SYSTEM OUTDOOR CONDENSING UNITS �� DEVELOPER: 3050 42XI2 12" 650 Pardee Homes RECTANGULAR SHEET METAL DUCT = .01"ON M05T METAL DUCT GALGULATORS MATCH AMBIENT COOLING CAPACITY ELECTRICAL OPERATING REFRIGERANT EQUIPMENT MANUFACTURER SERVICE INDOOR TEMPERATURE (B.T.U/HR) SEERAER WEIGHTS TUBE REMARKS 144" 1000 NO. &MODEL NO. UNIT (F) SENSIBLE TOTAL V.-PH.-CY. MCA MOCP (LBS) VAPOR UQUID ARCHITECT: b" 1400 ICU CARS A042• SEE RIER FAU ICU 28,000 40,000 14.0/12.2 208�60o- 22.3 35 191.0 7/B' 3/8' OOO®O© Bassenian Lagoni Architects ¢2 OR EQUAL PLAN ¢2 18" 2000 20" 2500 QI PROVIDE ALL REQUIRED MATERIALS 4 INSULATED ®PROVIDE CONTROL WIRIN6,CONDUIT,ETC.FOR A LOCATION: REFRIGERANT LINES FOR COMPLETE INSTALLATION, COMPLETE AND OPERABLE SYSTEM. Lake Elsinore ROUND METAL PIPE =Y' ON METAL DUCT 51ZE R5/RL PIPING PER MANUFACTURERS GUIDELINES. OS PROVIDE SECONDARY CONDENSATE DRAIN PAN Riverside CALCULATORS O PROVIDE REQUIRED ACCESS TO INDOOR UNIT PER FOR ALL DX COILS. CA CMG. ©PROVIDE MERV 8 FILTER AT RETURN AIR PLENUM Q PROVIDE P CONNECTION TO UNIT.ROGRAMMABLE ROOM THERMOSTAT FOR REVISIONS EACH FAU UNIT. NO. DATE DESCRIPTION 06/22/16 PLAN CHECK WHOLE UNIT VENTILATION GALGULATION (ASHRAE 62.2) CONTINUOUSLY LOCATION PLAN I PLAN 2 PLAN 3 rase c._ s _a.es�and ord ne �, :pallcz`ns co,=err issli:;a b' FLOOR AREA(50FT) 2180 Zee 2493 'e obi gr..,all aPPLIca51e GY=- 'PP`oval by ,.ced or. ❑ranting o` ed to SHEET NAME: N0.OF BEDROOMS 9 3 9 issuance e e plans shai' ...,cable zrmit�or aPProve any violet` o give SCHEDULES codes cr ordinance. u ncri o� ei auc. VENTILATION RATE(GFM)a authority to d'!' Or Ca O.OI(SG7FT)+T.5(BEDROOMS+I) 513 53.4 54.9 -odes stall be DESIGNED VENTILATION(GFM) 116 116 116 PROJECT NUMBER: 64002 ENGINEER: GZ DRAFTER: GZ ISSUED DATE: PLOT DATE: 1/11/2016 )07/08/2016 SHEET NUMBER: M- I . I . .wf7�itiOft Building Analysis . e ..Pubsoft. Loads for Multiple Orientations M.yczma rp wrghtsoft. Load Short Form y01-- wtHght-ft Manual S Compliance Report y..em4 Entire Notrae Entire House mm Entire House Pw Entire House PHc + '" Par wm°Pak ;s°dlm""+zu,a sew'�tio,ca sox+s •- •- Plwna310Ji5.9526 Far. Weeaigleai Canyon HOs PA ZO Pudee Hwnes Fa estrNo,NCanyon Hna-PAffi.Pamae.Names Perk Pmee Suds+2a,El Seand+,CA 90245 21m Pak PIxs.Slum tm.El Segundo.GA 90295 Fu, /'�'-'� C Prime'mO.xTd.3526 Prime.3104]533m weaoP6sa F+x°en.8�uim>p.EAI SeOvaWaB°Cam243 WILMS e - Pdo,ro 3+0 4n aszs Lopibn Indoor- NBsang Cooling ' Mum.G0.lK sere rPi 42 �� •�' - DFlexatlan' H10 n Wsipn lD l'Fl 4,09 20 mirMmlon •• • • a° 3xw rWelxe lwmdnvP) se ,,e lerJlbn: •mdoo.: Hatlfng Cosh➢ "m OM(d00n t10e1Ng Cooling Ma.Wre dam<nm lB4b) Rrvasde Mun,CA 113 tin mawre l'Fl 10 ]8 OrWe®1'Fl 3] Me+M1m Shnq�Aetl Design Conditions Dyaual°R ss Inninanon: EJawatlon. -I �°TD(Y) as m rH m co�,Nm.on:,ua.��r •erase o 44D0 Campus Drive ilrg - IH j MabaE� Bmgeetl 3J olr+c om iN rvi se S0 "Manm Cq 33 Fired.cee F P N§, m 60 ion urlry pvemge Ouldom: MeetingColin Mdswre tliilmencc .) BB -a Derry rape - eargn DO �mdw Oexd Z19 3 won EMerirowlDe: R,•F 9 ( weeagn WB 9e 3•F gait Bwn EMMIpw9 WB 828'F wma.Psdlmpn) fso ilrey"ac.a ° ,-a t°H ss mnnm'rn: mdae wmrry r�l 3o mrmm�adw+w. sa°F Tar�: ]es apn Newport Beach o dyraryp rFl m I H I MaduredmmPam Ia.) x mtlpm R sow. E.rx°ved warn. IS. am Mm,mmr) se CA 92660 WiMryaN(spit) 15a )5 HEATING EODUPMENT COOLING EOLRPNENT Manulxlprer's Perlormanae Data el AGtsl Design Conditions Bak %aim Flom Ooa xmth NaIwM EM BOutluM Souk £oWwM WM IaMAM Make c—, Meb Curler Walk m Ile aem .1 a Traee CARRIER Tmm GcARRIai AIRCONDRKKRNG My1aM lYPB. �� J821AL•r«TDR OkZIaB Ia 163 SersibMLotl11 I Me 25pJ 2I m225 24Ill MA 28Me Yl912 —1 sessil 0-ta• .1 ,FUWY•••A �MM f9. MWM,CAtwAD42' a.C.AP Newport Beach Oars 0 0 9 I rtmdlBmhl 912 2 Bit st2 9f2 912 AHPo ref m33Z13 I CA—Al— '. Sammie dapedAY' 24081 auh tm%amid F�blwamB 5 Tar lm3(emN 9'Bla m>a5 2 TI13) mm2 m 28BB9 m1Ba Eg r ]9&224 amM eaPaalY: Sfi2 Is. Ba%of b� Newre—Iol — 993 f393 1335 3]9 1333 e 1 atA— ,22 EER,,4 BEER tel 949.752.1612 itClot+p AVF lamp red fsad ,S. I= 1- H«tlo0 want «OW Bach Imo 2apOp Toml areal, NBO ail 100%abe SHR 93. _ fax 949.752.5321 ma o�Ieoln ' aaMmdomnMean r<wro Lwm TAd dual;ro MG 990w°clm TMa�cmin�g MIL+Onmb MNar tazmr o.7=84el Au ibwiacmr lose Clwlarir Design Conditions i ss3roa No, Bmc a7o MHzo srkpmaaxa am mHzo H w 2ds� a n E 69- Palm Springs sqa. La.daen.w.,rwm osc amdon Da -3io rr aW ee W m,ei D3. te1760323.5090 Rhd.1R aba %olmtl ROOk.NAME Arse Hpba! Cpbad fRg AVF Oa AVF W.M 1.1 JOB2 171 ^ OFI fadnl (auM1l lam) (des, Cikzlrq 2f} J6'A 917 Deors a 0 Tmi, Arn1 1241a toeR cent RB ManulacloreYs Performance Dina at Actual Design Corrition3 Cemga a D 1688 2'aw2 0 t913 ,1186 15623 I e6, klmmwn O.S ,0aB &8 Enae,Idwe d m3] 23880 298]3 1338 ,333 Manwcpua` `� Motlel..ePHvow lc Aauaa�db»- am ma mp ,� R3F4 ° z3rse omwlaawrnr 6sdooa elan zs3+.o+loaa Taos— w°F 1,9 �GYI orb Iwo a)a.p a,zCS"�PG Z s sv w Hr TOTN.B m3T mme+ ases �� No M34279 rn Iaea Coohrg Load-m2 amn x 7E E anmoo - - S Qwee(}Tale¢-ol0f atl4aex°F Drammen CMcxM Current dAxpmmP' Fw8Do0rmpeAlaN� Hoban Csd"o— Fina DoolmaawM m.�peea.ama wea.Mamdmxxma,a.«k AccA Mawrs �- S Cemdatlone.ppravedtry ACCA m rmr rl mµe.m.ae dMamMJ BN E4 ,i� Cra4etlma spprdved Oy ACCAmmea anawhammsa MaualJ Bm E0. `OF .c'Gr`. ,w.lanlmete ar..,mR.w�.m am.mm eA.ma®x m„=°• '..., taeiglft,wR m u_Wd A,.o..x... a P.rr+ Ea"T'W'ddtlsoH o-waw.a„v,c°x-tier Hamra s "'w + p� wridllbeR o.waw..a+.v°u .•w,w°i.w a mle9. , DATE SIGNED:7/7/16 •"'"°°`"'^"""` r<e.m.....ec»wo>ew. .Wa.avow.P.ro w.ra ..ro RESTRICTIVE NOTICE THESE DESIGNS,DRAWING$AND SPECIFICATIONS ARE TH-1-USIVE •I •wrightsoft AED Assessment JeOi„r,6°06am°'00„' Nrightaw Protect Summary :,,°.°vp°4m,ew3 wr tsoR Component Constructions m.n Maya pia PROPERTYOFGOWISENGINEERING Entire House : Ett re NduBB Nam= Entire House CIXJSULTING GROUP,AND ALL Firs[Floor DENTIAL TO ALL i ATION SHOWN IS LL RECIPIENTS AND NO PART OF THESE DRAWINGS CAN BE CORED,TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES BE BUILT FROM THEM WffHOUT W—N CONSENT OF GO—S We=vlege el CenyonHm PA 2O,Pa+d«Homes For Wmame.rCmyon Hll°PEA2.PaMee—la Far mmdg mCsnym HAm-PA 20 Pen.Hama ENGINEERING CONSULTING GROUP 161 C(m Fa. Pa3 Plaz8 ,m,El SegurMa,CA 9o245 21m Pak Macv.3Wle,m ISeaneo.CA 002A6 PM1a�a P. Stile t20.El Seanmp.CA m&s Sup Riser PMne o None 3tOJ]59525 e.3ta 4]s.J5m Sup Raor 8' Haas. COPYRIGHTGOUVISENGINEERING GRE kTROOM/DINING 7° KITCHEN a CONSULTING GROUP 200E ALL RIGHTS LOoation: •Indaar: H.H.g Cooling Lodatlon: I : Heating Coding RESERVED Plvead,Mua.8A RS hdea,empwamm rFl flhrer.G MM,OA US 0- iGd C6n Elavran Oeapd Tp l°Fl m r EIrwon' NaR peal-I•Fl0R8 PFI � tetcxn B` ry 1 m So rr namm�hlxl e ,e PROJECT: LaeluOe. 31°N RHMxaM1 - Outdr,bl Healing Cooll,g leamro oRkmxel9o,b1 68 -0 WM1rer: R,versde Muni.CA IS g C TI oaling _ Outdoor: MYtln Cool Mwrumdwaanw 14ab1 Sup RnM WiN.-Mq H IntgMatlan: winter Deelgn C-gfio- Summer Desgn Conditions � n6Mi'H'1 IH) �eme,`re nxAan ne`riad� 33T am PANTRY -mPFT ° r, ,Wmr - quWry e AURA B' speed titan) 0 -5 Oxa�l 39 F Dagn TO ntl ePead(mpnl 16.0 ]6 Flreplede. Ov 0 6up Riser �ro � Westridge PA 2D COATS g° •.-. - . mbar s"n iF t0' tblyOmgtoal • Maswre einamce 2 r1u Comtruetiondeseription. tr v u.r em. xoi a cq..mx r EN RYHealing a—.." Sensible Cooling Equipment Load Siring <mv, 10 at slaoe�e Is119913, +m.,.r......lmn reoc=ue xm SR•oa•m.memn 5i»9 own eY 6 B Rel PNer Ca�3mr van,i0 elm) ven110 dm) o Diun o«t 7m tD•. m.I Ppm eaaa� n to a Es. sir m s a- fa4 zee sere + 1boeBz GARAGE FIo'.wad mme I. us matld°awmIretlgqrlemadam POWDER t TAIRSI ,ter— —` IMNtmdan RE uaO'6aPae`+pA°0ee Iia .1. a vwo m,red.mnx.n•+amwr.4.cveam is oc as oaW +ao lie ,Illzu �+ Izcn.H MMod appear Big Equipment load Sizing W�urws ' Fmdace"°s `I, D 5xuqatem Codure '+elexmw.area.irdmm.mmma fe a+k.eml,nmd n �q eapm Dun° k STORAGE aealA'I m3' 02595 Eauprnan'a Ildl 912 eluFIs ww.e lal +esss +a3ss a a.e no« o „e yam .,4 7ma EMgury a"Q%F�mmi b o a'fse �a:ro�aapta°.amn:,o.m sHfl 24626g bran DEVELOPER: Derv. 8 ,am Dace ado race Is+ ,z. ,s. Heating Equipment Summary Cooling Equipment Summary o N 3 «- e b ,. m 1 Moro o-,� ; �S��flA.tXA#IIRTIOHING 4m ,maar Nrama a i m. Pardee Homes AHRI rei so.- Cml —is 21AL•..TOR AHRira 78SHEal Fbam Mexim,m fraud Mvm Ieed exoeede every 30.6%. E,hcemy PFUE ElRrxmy —GER,IJBEER tW,Auv weom.Fina¢•vww.calslaHtl,,r3mnn.+a OI Doers aoo Dee aw oa3 lee Y9 9 ge by HeaOrp vpui e.OJO auh Semlae adoklB mixp alit —asio'l Pe,r-l— Heewgwma a-BIA lratam rodeo 2m0 Buh a2A.vm egMw.nwW0.yPpkamP.a tier P.4ed1NA Mouse dose:not hove adequate ex,aeada di—,dill(AED),based on AED IimH of 30%. T nawm me tie•F ho 'mom 13hk 1°a "N ° "7 °'°' ° ° ARCHITECT: A,, ar Bow 13m chit Pdumae lbw IS.am AED excurslon:43 and,(PFG-'.3•AFG) Air-led. it-led. Op05�aMauh AM APx facmr a.ro m ss chn'aW trd Passers 0 amapae.a. mH2o Bassenian Lagoni Architects spas mampam Load amaaOnM nano o Jab e:t&OD8 NW2 acre,tie Perionrwa tar: �+®�� Alt ��xea m �, caw aa.,pwa.ea W AccA ram mom a,AWxr J ek Ea m+°x,• a, LOCATION: Lake Elsinore Yy Riverside • • - - .wtightsoft Duct System Summary �.w,A Entire House r°rary CA Trek Ha Cq D®q+ Vrdc Dean Hxw 0 Ivan. Type earl (aml lam) all (al desedTmM REVISIONS a PeakaW e2i 1J0 —1 514 fso 0 a 0 a'2 B No— 38B m1 — - tzo o x o rz Second Floor PearAW «o a,a, s,+ so B x o as NO. DATE DESCRIPTION r19 Peat AVF 314 308 01« 578 ,OD 0 x 0 YmIFlx sl2 ep Peak AVF 1. sm a131 �) iJ0 x a WnIFlr Fro. e.,.idge at Canym Hlk PA 2D,PeNw Ham« m Flask— ties O,t1 z Sl en ,m Pak Pixa.swa+m.D aeaamo,cA Boz4s �apl ,2° I IM/22/16 PLAN CHECK an Pxk AVF 83, not .1. 60B ,SO 0 x 0 Pnone'3t04]53525 as PaMAVF m> a3S 0135 .1 120 0 x 0 VINM aP PM:AW se 99 0,5J J>9 x U YmIN 12- SUP Riser Peak AVF R1S 221 .1. .4 —e vinlFlx Nn STER eATH Ea,ernr amocpreeawe m� O a 0 0]Om�HYO na, ,la.,e. nH2o am mH2O - r�1A�: - Rxo 0.401n H2o MASTER SEORt70M 1.. su ad-`.":keppm,aam rr> 02 ,sslnH Ri:dr u�J Y`""`T•r _;,P'iE� rN HV Oe T¢ Ds Vebc oleo Hxw audtbW Goa Low«I me BKe Ra) {tlm) Wml RU (4n1 M) Snl Cpar.olW kb Tmk Aaur en nos ,a39 tiro t ill, Wit _ tOr P, To'elaleana mngM,T¢) me �: as ,zla o ewte ton a o WFx rd •u 4Mlo, 12' ) �• 12n Chase plall h es and rorotroar E _.. rot mo see zs1 °Bmo o,ms m o �p B. 2 applicable tad tc issueroiNd` ^ • s- -• Sup Re., to- 16, cod atul .+, Dae,g� DN D«i� DMm x Das Adler FeW 7• ;ereby9rarteaPP110ao1eC r � on Hmm ,am) FR tot In) Aw -(in la,0 rule EDt jpP;Oval by t,. se" Tram qB Deapl vr4c OMm Hxw Doti o -- 14, .11, 1q ran vwlFn mL 'ODSo qt 12 t0• 14' INEN2 ce or 9 ntin h�l a +Usti SHEET NAME: Ham. 1n .11 YP. s• ra nca cable ype 1 1 tang PR dvml rn) roI Marc Ta.k ;o eo al race ;m.o a3 6sdm 16 Che issuan these plans s fon t-3 3"yr ` 32S tM 0131 90 rota F. �D 136.a r12 Sup Rlsar t47 efin rOVal Ot VIOla1 R WrraW ,Om lO1J 0,,3, SBO ,aB B x 0 VxrFlx n1 A �u� a l48 a,5] ?0 Ox0 �e , mo r9 + Tat fin dpP rove anY enrol(tl' '1$'dC' m Peak AVF ,ma 'a« 0131 ee3 tiro p x p v.aix n m41 .1 ,« time o oxB Fx 'To ioa:o Bier sip s• 4 of aPP No P -- MANUAL J D 4 5 ` ran I. 1� os4 so moo I= I "1 13 CII. 2 s RASE wlca �d@s cr ordinanceor ca,)reliho GALGULATION5 to violate n iei3 +a ee a1. 10 wFx IS 'zS.B authority va,;d, PLAN I 34,6 a,µ NFx �s 'Ni 1 ^odes shall be RetR r 0' 39 am� 8' 5° BATTi 2 EIE.1 MM3 B. PROJECT NUMBER: $TAIRS2 64002 m am ENGINEER: GZ DRAFTER: GZ ISSUED DATE: PLOT DATE: .rob e:tsoos 6agz Sall 1/11/2016 (07/08/2016 PerbmMd�s: SHEET NUMBER: m�m.rssu, � M— 1 .2 ug Analysis w,B J' Loadsf Multiple Orientations or ultipe - oaort Fo rm Manual S Compliance Report wAghtrwR Building Anli '1�wrightsoft' aw.rayO.DmawrighLso Ld Sh ft sac r.Y e.Dmawrightsoft M pPMn+ra nu � , Entire House � a Entire Mouse Entire House Entire House Fa w �s,Cmyym HBla-Pn 20 P - - %aw,3uM 120,D Segu PM1me:310415a525 For. 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Corer MWM 58PHYo90�19' I Mua aplorr ,933 IMemYpe'w 4+a0 1>A ZaaP warts W PSY 51 Mgj Ou,WtcegNY. 68000 BnIM1 2Naof lwd Temp me'. +B•F pema.r o o ^ e av w My VPaGG�c'Z To ]Sgrs i0p �_ TOTPIS ffi5f ffi5)9 282/f 1393 ,933 Cooag Imp=9138MM1 aM'«w"an u,.lw-oos9eW:m•F aa.,'ema,� No M34279 oeMeranascnectmp carom aPaat'nn- rem nw.tawS Nam, H'BMn cgdnP toad- FmN opafxea sDarvAaa r�am.a awlxwm wn aalea.p M.aapa,w.,tl,ALGA Manuals �y µcF`'s Gameom..Ppmeebr AttA tameN ak mwrammm a MaruNJ inn Ep cNDwabma aPPrnma braccA mmea anmwkenerwa MMPaa aw Ed 4�OF Cpt,\F . , mn.,xa�c.k-w rre.we,.�a IBra.w nv. g}F awBgnEwn vrcunewaa,m aa.w T,ao.,,'....., nXr W+iOrtsofr a wnR.a.,.cr=,..5wo,+m.. m'o,.. r4 d�TaPn oe.'oem,w:.,u...w n•.,.e..ac.a x,sm. °io-i DATE SIGNED:717/16 win wr+EFar +vPmm w:o w^� �m P.=e wow RESTRICTIVE NOTICE 1{ THESE DESIGNS,DRAWINGS,AND 1 AED Assessment aa'065°'0D Summary P� a..,ag,e Component Constructions mN zYa.m,a SFECIRSULT N S ARE THE AND WYIgtHspft 'u•vbsma }W/igflbd/t protect ry '9}P WTightsoft PROPERTY OF GG VISEI GIN RING AU First Flow Entire House w EDNTe House Entire House wF I-L REC ON SHOWN N PART F TTO HE SE D--1 C NTS AND NO TRA41F RRED, DRAWINGS CAN BE CONED,TRANSFERRED, OR REPRODUCED,NOR CAN ANY S1a WRITS gE BUILT FROM THEM WITHOUTENINGC CONSENT OF G-JP DINING Fcr. esn'tlg*af Canyon HJls-P Fm est pdO a,Canyan H115 P Fes dpeelCenS .120,D 20.Peroea Ha'm ENGINEERING CONSULTING GROUP A 20,Pardee Homes e>b VIS Plan.6OM,20,Ei 3e9unm,cA gO2a5 20 PNgPaewSate 120.EI 6ryTmm.CA H02+4 Plwne 310a7�53525e1 DEI eg o,CA 9o2w Prime 9,o R53525 Pnwe" Nines. COPYRIGHT GOUVIS ENGINEERING 1]]am9,w Wsa i,7cnn 9' e' Location: •Indoor: !bating Coding Loanon�a •Indoor. Healing Cooling CONSULTING GRWP3009ALL RIGHTS we Mu,v,C0.US a mdmtancara—n l ,ver ' • wml'F' 7O RESERVED eM 4CA US uiw B 0 fl GREAT RMMIiCHEf Ekvabw" amo Design N1•%N 34•N R°eglivem bllY x) :iJ : bun Nse 9 WmWa &MI Rdetxe1 Iry ix, 09 10 P'vwsdeM Godooe: Hpgn Cooli MaNure dBeewre Win, 60 e PROTECT. out000r. Hearing cooing Mustore rvnerence(O,''oI wemno�a vm.CA.us IX 3 g I e Nfly pe CFl _ H/ Infibatbn: Wlnis,Dbign Conditions Summer Design Conditions y-M So(H I IMl mbn: smn6mea W1d m(.Fl m wYa� AURA .+spaOd(min) i5.o 75 OunxMm 3T•F W 95•�F �mi —l—) 15.0 75 Fxaaacee�g On 63 ° II 99` T° 20" Westridge PA 2D nrwre n • thilY�9lmd • AIpmWmnE'M�a'enw ]49O CM6nn9iron descriplbne or r a..s xse.. M� i, as'� w PANTRY Heading SamnMry SenNDle Gaoling Equip-rd toad rgai g woes . Bnvcaae 22791&m F,— -IS Ben a'n zaa vooanrt oc l9 sue nsa•gpa"nw•rlvn is0 WAS1nrN wet 10am1 So.a&umM1 CeOi'tivan,Ig and T2 ei1i Nl ew o� lsO sae ell? tea .DeBB umi0acdm' 0 4uM1 [Yormr 0 Mm DP�yI %p'r'0 o IRm • Fnuipnanloetl 255>9 am lkemeMacmrels tlNa ENTRY IMN[ngon 21—:'mxwwbk loea ss]aun +2caa.�m w,wmm.tam..Mn+.00emm la cc a,r A. aw Imo tDe DOB GARAGE Min WMd Labfa Codi,g Equipment Load slang STORA PDA F'�aaxsmguan, Average snnou 725 arm Iwn+r'O.+maf Pl•a'q, 9e. me„mmma.tanx.eav nn U Dwls IS$At. main S `%V ppplmp Gentrffi vein to arnl win N Aea(Ng 51 225f Eyapnxp!elan,lOeO 913 BIWIn wlc BALL: e^ e- ' E""n'%'9�AelyiF im;ri ° °'us R"aaro—renaav aroro sHR ao nr"" m D>a gam D „a .tw aDa on DEVELOPER: 1 1 Heaang Equipment Summary Cooling Equip-1 Summary Pardee Homes MIAA e »— --fa.—u_.—,e— ,a _ rl,—e. ..b MOpN 59PN'YE°BRO",C Cono `A�RRIRAFICONpA.ING I 'Ms ceJne,aTl'NIaMnW+mar'®tWau.s Str w„ OOR bo 1. no, ,a7 mM DEN/OPr.aDRMx .y ,_ AHW ra Bo IS Cat CAP•'a9aIAL•— AHRIre, R942a1 Fbon Maximum rmun MNn Ip eeroed9 eves 1sA% EXmar'cy 80 AFUE E18oer'cy ,22 PEA,it SEER 9rsw saam.mmae'mac woolmtnm.•a w,w rtB .3t DDN 9aD 096 2.0 oe9 fin Y9 9 gad Mnmpeput el-0oo Bon SewiOk mOMB &m �rc�wm ovlow,,.,,wonw TeeorgWw 690006m 4[em codm6 2WO ohm xz.t Ootrow.ne•W MwWMmmpw anoemwAn novae Ma aeerRmbaWaevw eXTarsny(AED>,eased on Am l»fn of 36%. All F otNmmwa <aoo eun ARCHITECT: MVN airawv 1333 cM1n arcdow IS.can eo ,Ds I,lap a ae7 'rare o a AED er<u.sion:0 elan rlbx laclw 005201nJBim AOwfacmr 0.062 mna,m 6teacpeswra o7o mH2O 6trac prneun mH2O LDaaealm.MNr.M uw Bassenian Lagoni Architects ,bn a:T6-005 awk,t.M Perlonrfad bn; P.P•, �1r»I�2aaR arov CaICUaMnsa%xouadby ACCAbm aal,awaerwdsd MarvW Jon Ed a,ea. Pw.ma.nt�a a .F. ...mw....m.,�. "w�.Rw,�e�..'.»,.,.'rw,.,.. "°" .'I`.Y.w,•r.am�.mx,��w„w v�_.a.�,r�,.a n a'"•^ ,Eb•'rMwTlen2aalr'�.mam,m.,�r.•.w.w.ra,aX®a LOCATION' Lake Elsinore Riverside }wrignl`+oR Duct System Summary W.a ama CA TrMk HM l]p I WIOc aNn• HxW Entire House vhn 2 ripe (aml (aml /Mn) MI M, TBmat REVISIONS V. Peak AVF m +3 o+m sag so o x o N10 N10 Pa F 2zo f,] o+m see eo o x o ale N1 Peek AV"F mz e+9 a1m ins uo o x o NO. 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III.AN,liele. F, -,eie G-Hid-PAS,emee Hanes Phone.310A153525 GOUWS LP AI,,e n,.CA Ja Id--I--('A n 'Indoor: 7 CpDling A3 i =�,g Helefin OwIN -4 4l"IfirmA Me Guru. 7o Design Cendftl... it-,: c-11, Manured..1") e i I ...M 37 SE ..I. De S, rilmell.: Hevmpn era 11 -I,,-(-A -.(-A 70 75 1,—A-Y A-Al," 4400 Campus Drive -") -`°Impmaa Il, A=4- M.0, cNan, FAA.4") ..,rTDMA Ell AAR_ A 1. F B. uh IS O.= Se 1. ' 983°F uI.IB- .1. ., w.-- Iml. 75- TgAI, 2- h.,ff) Set Inlo-t= (A) SI; N Newport Beach SO(H ill&) 7 B All 50w Eamelw argon. 1933 am CA 92660 _d(.0) IS& IS MEATM EQUIPMENT COOL NGEotilmm M..factimer'.Park me..Date et Aerial pelf.Canditheris le-, % A.,r %im ji�j --I .. I-I I.-Al ... Cam, - c.1 SeAAC wee. 40`8 .6 TI_ -.1. TI_ CARRIER AIR CONDITIONING 'A1 Ile Ae'll lei CA Newport Beach C. I..teler, 1 4 Seell :_S SON, .-"'A LAAA.LAAJ(a.) BB .11 ol. .1. lA1DR -1 BA. 11- (SAA) eeme $11 -2 Led..-I, Se tel 949.752.1612 PbIplrRae IMAlaOon BE SO Al- 3 I A, Ase, I. Mimi, (e.) :=" 112 MR,14 SMA T--ty -1. 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AS AN-0.-11 ft E,, ,,e•rA A& nMphbpR DATE SIGNED:70/16 AM xe _.AA RESTRICTNE NOTICE THESE DESIGNS,DRAWINGS,AND SPECIF CATIONS ME THE EXCLUSIVE 19h,soft AED Assessmentye.n!n +Wrightson, Prole"t Summary _Igimoft Component Constructions aaA PROPERTY OF GOUVIS ENGINE RING Entire Houst, Entire House Entire House CONSULTING GROUP,AND ALL First Floor INFORMATION SHOWN IS CONFIDENTIAL RECIPIENTS AND NO PART OFTHESE DRAWINGS CAN BE CONED.TRANSFERRED, OR REPRODUCED,NOR CAN ANY STRUCTURES IT NCOt4SENTOF GOUVIS WITH0WF BE WILT FROM THEM A. '50 chn far WeevrdJa el CHk PA H= ed ENGINEERING CONSULTING GROUP GREAT ROOM 11 GA n MXr .1.1A.,em.11-AA FI, PeM 1- 112 HE1,S_n...E Selil COP/RIGHT GOUVIS ENGINEERING CONSULTING GROUP 2M ALL RIGHTS SUP Repr LiNation: H.U.0 C.Wiiv lUlastlim: • liAllier. "mI E.- I CA O**ir, RESERVED A_-Z US AIAA,,AlAi.CA US E Be I 'Am.. A Se 0. 1- ..A MRS.,. Hill"mr, owmit I a. _I$ Icker; hieffing DING 1 08 1. PROJECT, KITCHEN/DININ MfLVWbn: 11 11 milliliter: (H Virmer Design C1nd S.-Irr Glimign Ccirmilitilms Alm. Be m.l Be AURA "Ir"I d I lell I I AAmA, I IE ��II.i, ft,. teDamF Westridge PA 2D STAIR wareOlImetuadalA elmelpWris FRA, Meeting summary SeellibIlIC-limIElpipolent AN!"I.Ing A` orucrwe : Z -. 7"j 2102JI _ :11 - M.. D_ 5485 Bi" el--1 M o1 ` EA .1 e R. I _A Ales E=Am I We Infiltaltion ^rom 1. Ale MmAl Load Si.ft d- Amdecee EqUip""' FlIh ENTRY 4.7 D"M =1i=1 AS 1. el.7 Se e I IOge DEVELOPER: GARAGI E,-A 1=1 129 l'li s H A 27. St,,I ON Om Heading Pep Eepuppment Summary CoolIng Equipment Smiumily, CA- Pardee Homes DENIOPT 11I T CARRIER TAd, C ARr11 ERAIRCOPWITIONING I.S Ils! mo lea Iqa I., I.le d SNAM11 ANN. NAaA M-R, RAW-.IlAAArly SpaAmo,illia,..momi ir-ge,by"t, a,- 12.MR,IA BEER ea000 EA .I-R, ii, _"i,Ell HAAA 1%_1 AWN1°0 ARCHITECT: Him,me,NeAmtmL,diftv(AEO),li-ed mAEDI1mft,f3(Y46. T-1-- ISE-11T,' AE ...10 Brit, Mflox I- il.-dmslw Air 0.1-, 1,IRA-A, =N_F %1- OM HeO I 1- o...a Bassenian Lagoni Architects CAW—epprpwd W ADCA IA m Al carom MdManualJalh EA & A& LOCATION: Lake Elsinore Riverside wrighseft Duct System Summary CA (,-V) -M -A m Entire He-. • Second Floor 1� - REVISIONS HAW ftmJI lite I 3114� 2113� 47 M114 al. IS .1 m In() -0 NO. DATE DESCRIPTION Far' Wwbptlp el Crayon Had PA M P-m Xanw vn 0&22116 PLAN CHECK ma moan Seas -T_ on.) (_ct) D%- iwt D-7 III, W I T- I Ame" MGDRN COeep Mx PIwAVF NA SM '�!'A AN 120 1 A I E= 1.1 HI Me RA.- A, le W, P I. V-4 1119 0.111 SIO 20A o x Al VnFd AvadbblAtelc prwwre 0.40 rn H2Orn Sappy/ream ewYbMDmwe (USNI.I.,IH. ERE-'--- 126 d. Lowael 1114 dm- r,1. 1.S SEE d. T-1 le,oh(TEL) 3Sl 11 D. All Dmp Dam HlW AA Fig EV(DWV jolol AR (m NAA. Iffl_ 1.1 IN) berel" 'ee WIL -he-�Ei 0"I's des 9"'n 0 11 .110 'e. I, ae. AR, BAR All CL9 ,.Cable �'O",kc I3SUS -4 0 1 125 0.118 80 Rel FAA, ;pp sam =4 'V. SHEET NAME: 12. I-PM IA' -AA--A h 147 D147 80 W D vPx ate I, CL; 'ed h 147 (1134 .0 . WA '2'o'ja�by od MANUAL J Z) 4 5 N. P, I, Me IN 141 DlnI " ot a Ill D 1.7 IS I) All • IR. ,atp, CALCULATIONS- 12 A u8n,'.of 1 1. DIBB 8U) D Sass I.. It.gli PLAN 5 eon Io 0.114 . usx- ... lee, Ile 51 1 2 Be Are 16 1' sh 149ilm, all of%t)e3e P�,y ,et M lilile 10.0 ND 477 1 Ae 12' 12,1. approve li,to pc�rA Ila o,dInEn"%,cancel the P.- 2. 12 0 M2 odes 1tv to vl�T'i TVA 01I De.. ... B Nam TY" (2) (-) le (11.) (0 PROJECT NUMBER: id;A F,mAVF IN 147 0134 1 4. Bil 0 MINE' .1 LOFT T All. Al Fm,AW AIR) Re Ho _ .11A 64002 MA FIRAAW .1 - 11 121 1 1 Q* a LAU AA Fm,AvF SEA - 0187 4. 120 ., ., I .7 NmAvF 144 1. 0114 An B. li A o volm. AB ENGINEER: GZ All em- - w 0114 - "1 1," v,1, Ap, AIR emi, Se. 16 IXIN .5 IS. I,,0 A. AIR BRA oil, me, 'so ii A- DRAFTER: GZ ISSUED DATE: PLOT DATE: 1/11/2016 (07/08/2016 2 SHEET NUMBER- MR 11 .4 .*.wrighboft Building Analysis y,time .Wright—ft. Loads for Multiple Orientations : °xeaex 'fr wrightsoft' Load Short Form wee,xaa wrigh#soft Manual S Compliance Report EnVm House w.,aoPTa®,eaa Entire House n ��raa,�xa Entire House .>YPr.am aro Entire House Fw esvWee ar Canyan HYls-P D.Pareee"omen Sake 120E 6e8une°CA 90245 Pl,wreP J'1�4I 352e r -o bJ Fa WesbtEge Race MGa. HYk PA 2D•PaNce Hanes Phone 3° 5a6z5 GA90�a., PaM1 SW t20 El9egmm CA 00295 ��45 WT T<♦�C a s lawa a,o4]5 asss Pna, ,tD4 sass V V IS wWlbn: In.— NWin 9 —,Inq RnaaJ¢N.rn G,Ve ax 1 Pemnure 1°FI • a' :.:`r'""-. EN BID R lD rF] 0 80 a. • ' .• a . r mrmYho 34w ''an 'anv lxJ wear m •Indoor NerrBrg Cootlrg ,N elo GWmenoa x7r°v,+,ar. Orr000r NMMg C-ling °ml°Sare enw�9b) 6.a IB Rrversde Gfun, US Meoaempa¢bae Vo A ]5 NaaampF) 37 Meihm ^rallme0 Design COMlllione YbWe CFI In1�Rr�fion:m Ebvaa. 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I ! I envineerin SECONDARY CON OMATE TO DRAIN TO THE EXTERIOR ABOVE A MOM ! I . COORDINATE METH THE FLU+EER. 1 I )2 4400 Campus Drive O 4'0 FURNACE RUE UP THMMU ROOF MYTH GAP.RUWAGE VENT TO BE INSTALLED I Newport Beach I PER MANIFACTURER 6 M MI ES.ROUTING AMP TERM NXT10N OF FLUE FOR 4 0 EA DIK.T Y' CA 92660 - HEATNG UNIT SHALL COMPLY PM CH.O,CMG 2015. -- -1.— ---. -- _- - ---- - -- OS PROVIDE MOLE HOUSE EXHAIST FAN PER 200 ENERGY CODE SECTION 500). ._ .. ., '\. i• T - © C 4NECT KITCH3!HOOD RMN.100 CFM TO 6.0 KITCMEN HOOD EXHAUST AIR j : 1 : ,I -� +� ' -_ I Newport Beach r. DUCT(MIN.6%.THIS DESIGN A5%MM THE HOOD NEB EXHAMT TO EXTERIM 14'X10' y 101 ���_ � 1 II d T - - I ' tel 949.752.1612 VERIFY MY ARCH OR OYMER BEFORE ROUGH IN. fax 949,752.5321 Q EXHAUST CURET TERMINATES 5'AYMY FROM OPENINGS MO THE BUILDING AND ! EF 5'AWAY FROM THE PROPERTY LINE.SEE CIVIL P"NG5 FOR PROPERTY LINE T --._ �. . DETAILS. ,���"--� :. != Palm Springs QO PROVIDE 4'0 FLUE DUCT FOR W HEATER INSTALL HEAT INSTALL PER MANIFAGTURER5 I I+E\rJ3 !''.1 ! { I .. -_ ---._... tel 760.323.5090 INSTALLATION MAMA.. I'.12W'� T'0 [ I I r�q PROVIDE WAX TOP GRILL AND 10•X14'LOUVER OPBMNS ON THE DOOR 12' � ABOVE FINISHED FLOOR FOR GOMM STION AIR •� ( `-- - 1 -r j OY ® PROVIDE DOOR UIOERlJUT II PROVIDE JUMPER DUCTcrxw _ O•XL2•AIR _ 5 I 51"754 Maws• HVAC GENERAL NOTES _ _ 14• '0 II i 1 DATES 7l7/16 - .. _ _—_ ._ I .x i.. i RESTRICTIVE NOTICE ... __ZOIEM� TO DRAMING M-IA FOR LE6BP5,SYMBOLS,ABBREVIATIONS 1 6ENE RAL NOTES. CGAIVV111J�EI1 .... _ ' L qV _ i _. ._ ._ II = TNFSE DF9GNS,DMWINGS,AND 2. REFER TO DRAMMN6 M-1.1 FOR EGLM-rVNT 5GNEOULES. .... 1 II I\� E - i sPECIncATwNS ARE THE ExcwsrvE PROPFRTY OF COUNTS ENGINEERING i 5. REFER TO DRAM46S NAD-1 FOR NAECFtAWGAL DETAILS. \..._. ' `�' - .. - _ MD•1 I coNsuLTnuG Gaour,AND ALL _i:- TOY ��-- ! \ INPORNATION SHOWNIS cONfgENTIAL 4. GOORDMATE EXACT ROUTIN&OF DUCTWORK WITH STRUCTURAL AND ALL OTHER �� I 2qE D/yp®t - � TO ALL RKMENNTS AND NO PAT eOF TN , LEC ww o uRo. TRADES,RONG 5HOM 15 SCHEMATIC ONLY. 40 'I ''. 5. PROVIDE CAN AND DUCT COLLAR AS FMGURE12 FOR ALL 6RILLE5 AM L i �� J 1 4'1 --H-E- DM-IEEE I I I _ � --- T Wrt�°�'"�"n'c'c°r T`-W"G°ova II _ I I •L DIF9I56RS. - -._--. -- - i 6. OR MN66 IN THE ROOF SHALL NOT BE LOCATED MMTH IN 5 FIETA,524 M-"OF i I ' - = ___ __- _-- '. - - --- -- - ` COPT0.Kifi COUNTS ENGINEERING THE Hi0t1R FIE-RE515TANGE-RATED EXTERIOR WALL FOR GROUP5 R AMU ! I � /' ——' � I 1 CC—LTNG GROUPAT- 300!ALL RIGHR AND W FN3:Tf5p4i NMA)FOR THER OCCUPANGM,NEAISURED FROM THE __._......... BG i �,- -__-- 1; INTERIOR SIDE OF THE MALL(C 105.11.43) F.. ! y I �Ti ! ---..aa- PROJECT: T. PROVIDE A MINNMIIA OF 100 SQ.IN FREE AREA OPBMN6(S)INTO LURJIDRY --- _ I , i AURA ROOM FOR MA M-W A REWIRED AS RE ED BY GODS(CMG 5043.2). I ®8 14'XD' I L.. . ..! I O. FIRE SEAL ALL PENETRATIONS AS IW:Q RM BY CODE. _ ! . . CM JOIST t_ -- ------- I ! I Westrid a PA 2D q. FOR CEILING MkWr•'SEE ARGHREGMtAL ORA'MNG5. L.._- S I /x I 10. DRYER VENTS SHALL BE EQMTM MMTH BALK-DRAFT DAMPERS(SECTION 504D CMG). D 11. CEILING SUPPLY PIPPUSM.RELIABLE PRODUCTS GAM OR APPROVED EQUAL. y _ f CEILING RETURN DIFFIAER:RELIABLE PRODUCTS 6FX OR APPROVED EQUAL. i I lµi ! - i_ -- 12. THE FLLE DUCT FOR SEALED COMBUSTION MMTE R HEATER 15 SIDE44AL iY EA -1 I I I DISCHNR6E.5 FEET AWAY FROMOP@NING5 IMO THE BINLDMl6 AND 5' tr TIM01 AM FROM THE PROPERTY LINE.SEE CIVIL DRAMN&S FOR PROPERTY LINE DETAILS. -- ------------+•i=-r=--.=.� - -- ---- �i ----- --`-- --- - -' ---- --- - - --- - ---------- - �-- DEVELOPER: MDI_ 15. IF R 5TAT 15 REQARED,LOCATE IT AD.lAG W TO THERMOSTAT. ! =I I i , �� ! 14. W&MTE RFD'DOPY OF THE FORM FOR SHALL BE SUBMITTED PRIOR L_:.-- .- - 't- -- - -- ----- - --- - - - - - - -- - --- -- - -� Pardee Homes TO FINAL INSPECTION{516NED BY HERS RATER,FOR FIELD VERIFICATION AND DIAMOSTIG TESTING. (I� 5. WM31 LOCAL EXHAUST FANL5 ARE USED FOR'CONTIN OLIS.MOLE k E ARCHITECT: P.IMLDIN&VEMILATIOK THE LOCAL EXHAUST FAN SMMTC 1 SHALL BE M"TTM AS AN OVERRPE CONTROL.(SECTION 43 ASNRAE 62.2) ' Bassenian Lagoni Architects LOCATION: HVAC PLAN - PLAN 1 - SECOND FLOOR HVAC PLAN - PLAN 1 - FIRST FLOOR Lake Elsi Rversidenore SCALE:1/4'=1'-0' SGALE:1/4'=I'-0' CA I I REVISIONS (-J - - NO. DATE DESCRIPTION 06/27J16 PLAN CHECK ' air Jaw _� -__ APPROVED I / I _ __ FOR PIERS&ASSOIssUCIATES INC. ..r SCOTTFAZEKA DATE-----— ence to ilia -----7t- dY viewed for nzabonls ! T 11 -11-- These Plans have been re ,Gending and building P' 4---_- app1 rantedetoissueCtya e clet � hereby 9 all applicable City 9 approvalby teased on SHEET NAME: ranting of a Pe` ,trued to The issuance or granting n not -.applicable HVAC.PLAN - approval of'Prtheove any ;,,od to give PLAN I I i permit or apP permit P�� s,ons of suct L. ._ _. ..- _ _ ..._ _ _codes or O violate or canel the P authority codes shall be valid. PROJECT NUMBER: i 64002 ENGINEER: GZ DRAFTER: GZ ISSUED DATE:rPLOT DATE: 16 HVAC PLAN- PLAN 1 - OPT. BED. 4 W/ BA. 3 SHEET NU °"UB(20T6 SHEET NUMBER: SCALE:1/4'=1'-0' M-2.0 i Fe (:fx HVAC KEYED NOTES - - - - . � I i II LI GOMS • I 0 GAP SHHOLND BE UISTED FOR CLOTH DRYER VENTING(DRYER 1AGYJ i i I"+i'�' 5/RL � 1I O PROVIDE R PIPING 54ZE PER I,~AGT1IRER'5 bU1D�l1!'S.ROM FROM 1 I I `J REMOTE CONDENSATE U11T TO PAN COIL.PROVIDE 6'CONCRETE PAD FOR I I 4400 Campus Drive P454M CONDENSER. I I Newport Beach Q RUN 3/4'PR*4ARY CONDENSATE LINE TO THE LAVATORY TAILPIECE. I I I CA 92660 SECONDARY CONDENSATE TO DRAIN TO THE EXTERIOR ABOVE A N'NIDOK H COORDINATE NTH THE PLIJI BHL 4 4.0 FINFNACE FUE UP THRU ROOF MTH CAP.FURNACE VENT TO BE INSTALLED ...... .__. O PEIe MMLFAC71NICt 6UtDf34iS.ROUTING AND TERMINATION OF FILE FOR � ® ( � ;j--:,....._--__- = d- I � Newport Beach ' HEATIN6 UNIT SHALL COMPLY NTH CH.8,CMG 2015. tel 949.752.1612 �- .........:........-_- 4" CODE SECTION _�, \� I fax 949.752.5321 © CONNECT KITC49N HOOD MIN.100 CRCU TO 0 KI7'CAENY HOOD EUNWU5T1AIR0)� �; M�' TI -._..� x==i CT ��ROOF-' :-, /1 I i i I —i i'___I i I µ� � Palm Springs � DUCT ITNL b 1).THISDE516N A55U1'£5 THE FIOOD NEWE)04NYT TO EXTERIOR. -► I I ' li. I I VERIFY PV ARCH OR OPNEit BEFORE RQ1GH IN 1t 'I i 1 tell 760.323.5090 i O EXKAAST OUTLET TERMINATES 8'AWAY FROM OPENINGS INFO THE BUILDING AND A5Y FROM THE PROPERTY LINE.SEE CIVIL DRAYNN65 FOR PROPERTY LINEDETAIL Q WT PROVIDE IE 4'1 FL DUCT FOR VOTER HEATER INSTALL.PER MANUFACTURERS l�FOOF INSTALLATION MANUAL. O PROVIDE 10'XI2'TOP 6RILL AND 10'XU4'LOUVER OPENING ON THE DOOR 12- 6 1 4Y i ABOVE FINISHED FLOOR FOR CONEUrTION AIR LIP ® �L . I PROVIDE DOOR I11DBiCCIlT _..... - - _.. �.... _... ..... ..---'-'--...-- _.._.......................... .. ._1 �ppp i l ' 11 6'RiWIDE JUMfPf3t DUCT DATE SIGNED 717116 14'1 ZONE MDAMN•ER I--------------_ .._-_ _.. I 4'1 ZONE 42 DAMPER RESIRK"TIVE NOTK'E I sKCIEK� 1 _ _. — „`•• ��•.�.- PRORRTY�OF�GOUNS ENGMlEERING HVAC GENERAL NOTES ' 41 Fitt DUCT CONAKTING GROUP,AND ALL I. REFER TO DRAFNNG M•IA FOR LE6BD5,SYN'60L5,ABBREVIAT10N5 t �) I I .. 9'1 b. . i I ' ( INraenATaN vwwN s corsromTlu II JJJ 6Et®tAL NOTES. _.t..y.. -. ..___ _ JLJA :'�. --I--ENT-AND NO PMT OF ifIFg _ ...12= .._{:3" ptAwlNGs uN IE COPIED.TIUN491RFD. _ -.: _._.. T�3 2. REFER TO DRAYNNG M-1.1 FOR EGMPNLitT SGED(LE5. oB BEr.odx:En,Nw cAN ANr � , fRI1f.1 , S(MuclU0.6 BE BUILT NION TIiEN 3. REFER.TO DRANIN65 MVI-I FOR MECI~A_DETAILS. I i u i alNc cosies nNccBouGvmB 4. COORDINATE EXACT ROUTING OP DZTY10RK NTH STRUCTURAL AID ALL OTHER —..----- ---_ - - . - °,,;;I � .... ': ...... ....... .. .._..I, •1J COPYRNiNT GOIMS ENGINEFRING 1 , .._. _... ........_. TRAM,ROIlTIN6 5H10Y11 IS SCI@4ATIG ONLY. i � I i• .. � .....-._- ........ ._ I I CONAKTMIG GROUP IBBB ALL RIGNI2 S. PROVIDE CAN AND DUCT COLLAR AS WWRED FOR ALL 6RII I AND H r r .. .. I ( RESFBVED 6. OP@NN&5 IN THE ROOF SHALL NOT BE LOCATED MTHIN 5 FST(1�24 P"OF I _.a ; t 1 O~ 'I 1 PROJECT' THE i-FIOIUR FIRE -RATED EXTERIOR YWLLL FOR 6RQJPe R AND U —- .—....� 4'- -, - 'I i %f // AURA _ MD 10 FEETt'9046 N"FOR THEIR OGCCIAANCIES,MEASURED FROM THE INTERIOR SIDE OF THE FALL(GEC 105.11.43) �II Westridge PA 2D T. PROVIDE A MINIMUM OF 100 50.IN FREE AREA OPENIN6(5)INTO LAUORY ROOM FOR MACE-IUP AIR AS REGURED BY GORE(CAC 50481). 8. FIRE SEAL ALL PENETRATIONS AS REQUIRED,BY CODE.M`' �. .:a ... 9. FOR CEILING HEW SEE ARCHTECTURAL DRANNGS. I IR -- •Y I .:I 10. DRYER VENTS sHALL BE EQUIPPED NTH BACK-DRAFT DAMPERS(SECTION - 4- 504D CAC). —. - .. _ ..... ......- --- - ._.._..— .. II. CEILING SUPPLY DIFFUSER.-RELIABLE PRODUG75 G4N4 OR APPRIJVEO EMAL. i'---1 --*"`—J-- _..............._........_. .......... i CEILIN6 REZIIRI DIF FLISE t:RELIABLE PROOIIGT5 GFX OR APPROVED EQUAL. 'I 1 I DEVELOPER: 12. THE FL DUCT FLUE FOR SEALED COMBUSTION WMTER HEATER 15 SIDE-VOL "---J..'_ -1 = '---�----- I •.- --'- -- - -• -I - DISCRAR6E.3 FEET N'AY RtOM OPENN65 INTO THE BUILDING AND 5' i I I Pardee Homes N'AY FROM THE PROPERTY LINE.SEE CAVIL DRA4N55 FOR PROPERTY LINE DETAILS. 13. IF HRUDISTAT 15 REQINIED,LOCATE IT ADJACENT TO THERMOSTAT—ARCHITECT:14. 'REG5T5REV'COPY OF THE GF-2R FORMS SHALL 13E SUBMITTED PRIOR TO FINAL INSPECTION,SIGNED BY HR45 RATEK FOR FIELD VERIFICATION -. ,_. „ ---_. ._ _ _�- - Bassenian Lagoni Architects AND DIASN0571G T£STINS. 15. FNN9t LOCAL E GO4 T FINS ARE USED FOR'CONTINUOUS'MOLE AY'BUILDING VENTILATION,THE LOCAL EAT FAN 5MTC 4 5HA.L BE PERMITTED AS AN OVERRIDE CONTROL.(SECTION 43 A5I1RAE 62.2) LOCATION: Lake Elsi HVAC PLAN - PLAN 2 - SECOND FLOOR HVAC PLAN - PLAN 2- FIRST FLOOR R'ersidenore 5GALE:1/4'•1'-O' SCALENW--O' CA ..... .-'1......1-=- I..,' REVISIONS I, NO. DATE DESCRIPTION �- ------ I 06/22/16 PLAN CHECK O I ' ! __...-... . APPROVED { 111111111IM11111 FOR PERMIT ISSUAt 1C OY, SCOTT FA'ZEKAS&ASSOCIATES INC. I �� DATE�- II I I Nana have been reviewed for Autho adherence SHEET NAME: -I' applicablee codes and ordlner^e T�ermlt pending hereby granted to Issue a bu;'• e HVAC PLAN- j® approval by all apPllcable City a• PLAN 2 ranting of ,,Prmit based on The issuance or g „tie construed to - - approval of these plans she Ltie applicable v. permit or approve any err'1 pre�Vmed to yfch codes or ordinance. No P Dvlslons of such authority to violate or cancel the P PROJECT NUMBER: codes shall be valid. 64002 i ENGINEER: GZ I DRAFTER: GZ ISSUED DATE:I PLOT DATE 1/11/2016 07/08/2016 SHEET NUMBER: HVAC PLAN - PLAN 2 - OPT. BED. 4 W/BA. 32. 1 SCALE V4'•I'-0' HVAC KEYED NOTES O GAP SHOULD BE LISTED FOR cLOTH DRYER vENTTNG(DRYER JAcK) k2 O PROVIDE R511RU PIWN6 SIZE PTR MANUFACTURER'S 6UIDEUNES.ROUTE FROM - -- - REHM CO VEN5ATE UNIT TO FAN COIL.PROVIDE 6'CONCRETE PAD FOR ,_ ...... ._ _._ _ _ .. _. .. ._.,__._ __ ....-_—:.-....--: �_...___ L. _._T .__ _.________ ___ _.__ __,-.. __- - —�-�—._ _—. t--._.____- GO�,J v IS j -- -- - engineering REMOTE GDrDERxR. ..... 0 RUN 5/4'PRMARY C MA515ATE LINE TO THE LAVATORY TAILPIECE. I %� (I - -> I I ' I�,I unndWYA^•A b,c SEGOIDAGOIDE6wATE TO THE E)TERIOR ABOVE A WIDOM'L i ' 14'XIO' 1:. I Id! I 4400 Campus Drive O 4.0 FURNACE RUE IF THRU ROOF NTH CAP.FURNACE VENT TO BE INSTALLED I I I Newport Beach PER MANUFACTURER 61,1I1A9.INE5.ROUTING AND TERMINATION OF FLUE FOR ! ' I I CA 92660 HEATING UNIT SHALL GOMiLY WITH CH.G,CMG 2013. I i - I I i QS PROVIDE WHOLE HOUSE EXHAUST FAN PER 2013 EHER&Y CODE SECTION 50(0). I I © CONNECT KITCHEN HOOD Mk IOC CFI)TO 6'0 KITCHEN HOOD EXHAUST AIR I! I I ( I II 1612 Newport Beach DUCT MIN.6.0).THIS DES"A55@ES THE HOOD NEED EXHNIST TO EXTERIOR. tel 949.752. VERIFY YV ARCH OR OWNER BEFORE ROUS'H IK I I ' sy T 12'XI2' fax 949.752.5321 321 Q ElOAWT OUTLET TERMINATES 3'AYMY FROM OKMNG5 INTO THE BUILDING AND 3'AWAY MOM THE PROPERTY LINE.SEE CIVIL ORAMINSS FOR PROPERTY LINE .. - .. 1 ' LLWYi♦:i4ii11iYi�UWW�YLL _..—._. _.._..�_ �--- .:� ..--.- =•°P.e:_..'+'--x-" - -_a�: Palm Springs DETAILS. O PROVIDE Wil,FLUE MANUAL. T FOR WATER HEATER.INSTALL PER MANUFAGTURETtS , :..-'..�((...- -- .•... .. _. - .. I tel 760.323.5090 :'t. . 1 INST O PROVIDE IO•XI2'TOP 6RIL AND 10'XI4'LOUVER OPENING ON THE DOOR 12' ABOVE FINISHED FLOOR FOR COMBUSTION AIR `.... _.......... ............. I 27:" "--=-'-- ® PROVIDE DOOR UNDERCUT i \ - 1 i I �1GO s:jyC II PROVIDE JJMFER DUCT - r- i =__S'— - ._.-- ---� f 1 i I -... -. N. WU279 cf 'G DATE SIGNED:717116 HVAC GENERAL NOTES j1' I —� '-' � _ i , / __1 : II t ...._._I RESTRICTIVE NOTICEI. REFER TO DRAWING M-1.0 FOR LEGENDS,SYMEOL5,ABBREVIATIONS 1 ' r' \ ' H4•X6' ! I 6EMRAL NOTES. _ '' } : J : - I jl _ _ TRSE DESWN;DMWINGS,AND I7 _ �. I`IkO UTpNSARET[M— ING 2. REFER TO DRAWING M-I.I FOR EQIIPNENT SGFEDI.IES. / 4R0 �: } -----_._ 6.0 L�, �cOMNSTMUTT*4GC OUP,AND Ni G 3. REFER TO DRAMIN65 MD-I FOR MCT.FNNUGAL DETAILS. tro SHOWN K CONF NIDIN TO AU.R� NI)II FAATNn�m — - _ i RFD. 4. COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL AND ALL OTHER z .R y0 y ZONING 12 1 I-. 7C'!�]Z75t2C1clS77SC YfVT- Y OR REPRODUCED.NOa CMl AHY TRADES,ROUTING SHIOMfI IS SCHE'IAT1C ONLY. .. ! ._ ... : —J-' -- / x.. / STRUCTU0.ET lE RURT MOM THEM WILM4NI WRRTEN CONSINTOFGOLWIS OUP 5. PROVIDE CAN AND DUCT DOLLAR AS R6GII11RED FOR ALL GRILLES AND �- / �6• ...... H . - � — :: _ FNGINEE111NG CONSULTNG GROUP 6. OPEC THE ROOF 5HALL NOT BE LOCATED MNTHIN 5 FEET0524 M M)OF ,'. .I,_F '� \' ZQE � 0 1 � ' i ' COPYRIGHTG cup ENGINEERING THE[-HOUR.FIRE-RESISTANCE-RATED EXTERIOR MILL FOR 6ROUPS R AID U - . I '-I coE6IATRIG uia,GHrs AND 10 FEET(3p40 MU FOR THEIR OCCUPANCIES,MEASURED FROM THE INTERIOR SIDE OF THE MALL(CBC 105.11.43) I I _ ` -' Jr ® 14hI4 i i j•' j/_ PROTECT: li T. PROVIDE A MINIMA OF 100 50.IN AREA OPE IN6(5)INTO LAUDRY T i E•1 _ ... ... I_ - __.- - ..._.{H / / AURA ROOM FOR MAKES AIR AS REQIRED BY CODE(CMG 50432). R/'1 , S. FIRE SEAL AL PENETRATIONS AS REfiMRED BY CODE. rXV1 1'0 -....----- ... i � � /, estridge PA 2D �.I. - W 9. FOR GEILING IE16HTr 5EE ARCHITECTURAL DR.WN55. � yl'. ' 504D CMG). 10. DRYER.VENTS SHALL BE EMAPPED IMITH BACK-DRAFT DAMPER5(SECTION r I 11, CEILING SUPPLY DIFFUSER:RELIABLE PRODUCTS GAM OR APPROVED EQUAL. CEILING RETURN DIFR/SER:RELIABLE PRODUGT5 6FX OR APPROVED EG1,W-. -.. -. ... �/ I� 4'0 LINT 12. THE FLUE DUCT FOR SEALED COMBUSTION HATER HEATER ISSIDE-IW1 1 i ' DI`.+GHAR6E.3 FEET AMMY FROM OPEIING5 INTO THE BUILDING AID 5' / AMAY FROM THE PROPERTY LINE.SEE GML DRAMIN65 FOR PROPERTY LINE DETAILS. 1 - 5 ,' � ? I / DEVELOPER: I 13. IF H I IDISTAT 15 REgARED,LOCATE IT ADJACENT TO THERMOSTAT. I -/� i I /j Pardee Homes 14. 'R WSTERE7'COPY OF THE CF-2R FORMfi SHALL BE 5UBIMTTED PRIOR --'® TO FINAL INSPECTION,SIGNED BY HERS RATER,FOR FIELD VERIFICATION i __. N4'XD'..j...--.. ...'-' -��/�-'' •//•// - ' AND DIA6IIOcTIG TESTING. :'.. /• '/ 15. WEE/LOCAL EXHAUST FANS ARE USED FOR'CONTINJ0115'WHOLE ARCHITECT: ..__, r: ....:c�- , ' _. . _ ._ .._ - -- EIILDING VERTILATKXN,THE LOCAL E)QWIrT FAN SWTCH SIAIJ.BE Baseman Lagoni Architects.. .---- PERMITTED AS AN OVERRIDE CONTROL.(SECTION 43 ASHIRAE 622) HVAC PLAN - PLAN 3 - SECOND FLOOR HVAC PLAN - PLAN 3- FIRST FLOOR LOCATION: 5CALE:1/4'•I'-0' SCALE:V4'•I'-0' Lake Elsinore Riverside CA REVISIONS NO. DATE DESCRIFTION 06122/16 PLAN CHECK -- - -- - - -- -- __ I O%N ,� -- � SOCI SES INC. ATE l _ µ•)XWIW / - 3Y fevi ed 10,adh ... - a o is These and ord, ao° '' n eodin6 _JI @s__ r •d hPPII ...... _..._.to czb ul` se - - ed ay _ Y✓•' ' heproyal I@ SH NAME: _ based on of %=^_, , trued to HVAC PLAN- NYO The iss nce art ap ,; F liceble PLAN 3 4 O LIR�IIGT aerm�these P. aPP l prove anyvl 1slons of v codes finance. No p nI :s:med to Bice ' ' = authoaty t violate or cants,•Lro prov I 1I �I shall be valid. - I I PROJECT NUMBER: :......:iii.'.:a .: - I i �OO ER: GZ t DRAFTER: GZ ISSUED DATE: PLOT DATE 1/11/2016 67/08/2016 HVAC PLAN - PLAN 3 - OPT. W.I.C. CLOSET HVAC PLAN - PLAN 3- OPT. BEDROOM 5 HVAC PLAN - PLAN 3 - OPT. BED. 4 W/ BA. 3 SHEET NUMBER:///'''��� SGALE:V4••I'-0' 5GALEA14'•I'•O' SCALE:V4••I'-O' M_ JL• J L eew.vnLam x AteA cnN 4'•orN r / \ © w•x A4•.yr xra LISTED CAP w•x II4 x—L)N•Vr x aW x Wr 1N FLAT SURFACE vs•. N xv1• HRA]Irr (ROW) VERTICAL WALL/ .IRxxwr LEVEL WVERTICALITH THE H=12' MINIMUM VERTICAL MALL/ OBSTRUCTION •A x t,4•x ORH,fvrlXal•A x Lr xYs➢ !1/"�■7 7��`jT('r - OBSTRUCTION WALL H OBSTRUCTION ■GpOB BV !/ S L< B FT Lr•0BNlN'x Lr•]•44 x u• BrIgBB N LISTED CAP L>= 8 F Lr.a44xw•HNn engi F° 'I�R'itl QI eyeepoW rW BACACDRAFT DM*GR MAINTAIN M*4KM h h s4 Far OP r wcnw�r➢aw.m µ rsr o'4•aciwwc"M ne we wwra No wean cw�i. 4400 Carnpus Drive TFBREE FELT AWAY FROM EIALDD46 OFENNII(TYP) CHIMNEY `e ORT1R YRIr slaw nFaa<sar Newport Beach 1111 OEXMAU•T FAN IN CEILIMS OR WALL,SM MEGH VVISS. ( H L2 CA 92660 S 2X JOIST SEE 5TIMUCT,OV05.(TYP) Q4 FLOOR GMINS AsSe"LY ' 2 Newport i Qs BLOGCIH6 BY OTHERS RYF) RI)SLOPED SEED ITT ®n� /Mp1Y rRON�e�s�ri tel 949.752.1612 S 4 © ROOF-GEILOJS AuBEBLY ®nru TD R}i vHax SFWN OR MDTED ON NEC L fax 949.752.5321 FLAT ROOF FLAT RCAF s O alp r Q FHYSHCD FLOOR O SHCET METAL FLA S=WN& RAC OF1ER5��� PRIm Springs O TESADF 51@T METAL ROOF•]AGK YV YARE MESH D m FI61® I�n NTIFERs>ff ARDL IWGi td 760.323.5090 11 !lFwDV�n.IQF MT OUN ECIOIS NOT NONE DAM SCREEN IIIICT CO S tIMLL IIIF aEE1916�1LO VRIRN ® ROW PITCH(X/12) MIN.HEIGHT Go(PT) MIN 26 6AUSE SHEET METAL EXHARIST DUCT(TYP) DEFINITIONS: e> OR RF FFnEMr LilmiDvai MMETTAL 11 FLAT TO 6/12 GAO 11E AR 1TH(TYPE FIIREGARAIC AT PLATE FETlTRATION(IYF) TO LOWES HEIGHT DISCHARGE VENT FROM ROOF Or TO LOWEST STRUCON WIG14T (FT) OVER 6/12 TO 7/12 I2S IIYu IIHct IILRLL E MHX �R[ET � QD h=WALL/OBSTRUCTION IEIOMT(FT) AH/IMLL HVE RmTNV44LL(YYP) L-GAS VENT DISTANCE FROM VERTICAL OWALL/OBSTRUCTIONOVER 7/12 TO e/12 1.50rkVENT➢tAIETER(INCHES) OVER 6/12 TO 9/12 2.00 I X/12=ROOF PITCH L THE A 1•GALVAI®IRYFA VENT OIICT 6U•r T FDR L2=IY�••f• OVER 9/12 TO 10/12 2.50 LNt AM faIfEMT s•GALWARSO 1GTFR vErrt RCT NOTEP4.1•r TKIY L2 aY-r 26' 1.AS PER 2M3 CHI SECTION 80e.62- OVER 10/12 TO 11/12 325WOO T ABOVE THE ROOF GAS VERNTS WITH OVER 11/12 TO 12/12 4.00 �.L 12 INCHES IN SIZE OR SMALLER WITH DATE SIGNED,7n1I6 1. SIMILAR FOIR ADDITIONAL LEVELS. LISTED GAP SHALL BE TERMINATED IN OVER 12/12 TO 14/12 SOD _ ACCORDANCE WITH THE FOLLOWING TABLE. AESTRICTNE NOTICE LrL 2. SEE LIMED-015T BAY DETAIL r4E4 RGT DOB NOT 1N7M THE TERMIINTION SHALL BE AT LEAST OVER 14/12 TO 16/12 6.00 nYER 11DR I>a6 '�, FLOOR-GEII IN6.ASSEMBLY PROF(/VLL CAVITY. B FEET AWAY FROM A VERTICAL WALL IR SIMILARC OBSTRUCTION. OVER 16/12 TO 20/12 7.00 RYaG V°NT 7$ LT RlHY11 TrNFSE De—S.DRAVNRNG5,AN0 S. SEE EXHAUST/VENT TERMINATION DETAIL. 4• 14•-r r SPECIfICATgNS ARE THE ExcwvvE OVER 20/12 TO 21/12 BA0 y N,�, 1 nIDPMITY OFGWV6 ENGINEEING CONSILTING GROUP.ANO ALL NVPORMATgNSHOWNK Clx3lDeiTVA ClaT1E1 aFYFA VENT 1iYLL NOT DI2V A 1DTAL CIIinO 101{Z.MI TO ALL RECIrH4TT AND No PART OF THEE VERT.LVAIM O W FOR 4•NI W FOR 7,94DAMC TWO A-) DMWIHGt CANRCO .TRMgFERRED. GAS VENT DISTANCE (L) < 8FT GAS VENT DISTANCE (L) >=8FT °-IMM TW°FEET Sw E IOYCIO—EACII W MOVIE F1nV R OR REPROO Cm,NDR CAN ANT E CEIE W TWn SECTIMN 384 U or THE CMG.FLOG i PORTION CNEBT/E COLLN.O WITHIN IUlwb L461RCI01 AI IFOmEI SrRUCRNlt6 R IUAT FROM TtR31 `NIn1WTVAUTIFN COF14TiT OF GWVIS (T•IGRi®UIiG CONSULTING GROUP BATHROOM EXHAUST VENTING VENT THRU ROOF TERMINATION DRYER VENT W/MAX LENGTH CALCS _F� COPYRIfM GIXMSENGINEERING 5GALE:NONE 5GALE:BONE SCALE:NOW CONSULTING fdOUP 1MR ALL RIGHTS RESERVED PR AURA UNIT Westridge PA 2D DISULATED ALL PIPING IN CONTACT. 2 OI MAN.2X6 KALL SEE ARGN DAIS 3 © MAN.26 ONJOE METAL DRYER VENT DUCT BY M6GMANIGAL Oft.9FEI METAL COMTRAGTOR R �C ♦ r7w DW66 FOR 51 AND LOCATIONFIRE "R Q FIRE G,WLK OPENING 1MIT. COL O HOSE C-L-M BY DEVELOPER: uDFs A � OS FLEXHBI.E 17VGT TOR N6FT.MAX. Pardee Homes (.MALL RI WALL BY'OTHERS) SHEET®SIT METAL GM TOR LINT REMOVAL 6•HIGH 6 ARCHITECT: CONCRETE PAD Q7 GOMEGTION TO DIkYlR D1'OTHERS P71S. T� 1. a i Pmwm FLOOR Bassenian Lagoni Architects IQTE ARAIa�AaOR SUCTIIM S. IDE L H7N T gHpp�ttMBB ErMMyyAIEE�It1FALTIIIEWS D SWEEP EUOVS AT ALL CHANGES P�OATIOIS. OF DIRECTION I3F PIPE, T LOCATION: Lake Elsinore CONDENSING UNIT INSTALLATION DRYER VENT VERTICAL CLEAN-OUT Riverside SGALE NOTE WA I!:NONE REVISIONS s (D E NO. DATE DESCRIPTION I 06122/I6 PLAN CHECK c LL OR OOF CAP 6' BACKDRAFT ADAMPER RPROVIDED BYH O MANUFA W,SEE PLAN DWGS. EA FOR PERMIT IS`- aNC 1 rzsr MTMMR Amc D•EFeb SCOTT FAZE &ASSOCIATES INC. (D O d f T adherence to the 0 LXiN svlTa 24' 12' 3Y an or ib 7 �.De"�rA pendin5 Q4 NaIR a R3Y r mG A RA AT her 9ranalt aPPll s IS ity SHEETNAME: 1 O sau FrmmNO RaNIR R4 vIRE .: O 0 mesffe approval by nary-•t based on i ©umETRcro PAHSAIiEVAr HRIIM ROOF (REF.) The issuance or g anti 9 ,i ,z r�nstrued to HVAC-DETAILS GET IR+N w.InE1 H16rNQ rOval of these ans sh .r t,q5 aPPl1Cable is r s"me,to give REFRIGERANT PePmd or approve INN r, p ;, QI REOlTR0.E InLET 9P L NE late r c orovlslons of suet jI cedes or ord"31)C T uRTIHs FTXTUE vmN I,V! /vP C17NNECTIONS EXNMN t�(04 do FINmEcrvl cAIE r ELEcneDAL G" WALL 2 l�'� EXH. FAN,,"" fWf SIRED. SEE PLAN PROJECT NUMBER: 48' ABOVE UNIT J 24• 12' ON ONE W IDEICE SIDE SFo VIBRATI 64002 6' ON THE OTHER SIDE ISOLATORS EA 24' BETWEEN UNITS CEILI ENGINEER: GZ (REF.) DRAFTER: GZ WOOD NAILER (TYP.) ISSUED EA DATE: PLOT DATE: 1/11/2016 07/08/2016 SHEET NUMBER: ATTIC FURNACE WALKWAY CONDENSING UNIT CLEARANCES CEILING TYPE EXHAUST FAN D_ I ELECTRICAL GENERAL NOTES ELECTRICAL SHEET INDEX �@T �GRIRIaf ti@A/uRY6 1. The entire installation shall comply with 2011 NEC,2013 California Energy Code,2013 California 19. Whenever a discrepancy in quantity or size of conduit,wire,equipment devices,circuit breakers, Electrical Code,and all applicable local codes and regulation. ground fault protection system,etc..(ad materials),arises on the drawings a specifications.the I EIO d,.lG7RIGN.6Ba{N.NO1L'3{3F@f'IIl17E% _ contractor shall be responsible for providing and installing all materials and services required by Z All electrical prefabricated equipment shall be designed and constructed in such a manner that all o e strictest conditions rested on the comer a d in the specifications o ensure complete and ^/'� 7�' operable systems as required by the owner and engineer. ■.�.� ■� 1 t/■C C NXALIGAL S LM!1�rA61{Nd{�� ens.elements,attachments, sub-assemblies and/or equip equipment nt a whole engineering �1� Z EI.I GAllfd.ATIO1Fa _ Pat' P�of said equipment,and the including its attachments,cast resat a bad which exceeds the force level used o restraint and S E-t.2 BEGWJC AL►M�SGfr®4LE _ antler the equipment to the Supporting structure. 20. It shall be contractors responsibsdy 10 verify type of ceiling system and to furnish approved ft„s perµ m lighting fixtures of the type required for mounting in subject casing.Wham focbres are recessed in plaster or drywall ceskcgs,they shed be complete with necessary mounting hardware and plaster 4400 Campus Drive 3. All electrical materials and equipment shag be new and shall be listed by Underwritees frames. Newport Beach Laboratories(UL)and bear their label or listed or ceriided by a nationally recognized testing sugroity where UL does not have a listing.Custom made equipment shad have complete lest CA 92660 data submitted by the manufacturer attesting to its safety.In addition,the materials,equipment, 21. All recessed fir fixtures, and installation shall comply with the requirements of the follow' g19 des.receptacles,switches,etc.,mounted in the fire rated i9: ceilings or walls shag he enclosed with an approved endorsors carrying this same fire rating as the ceding or wad by this contractor. Newport Beach American Society of Testing Materiels(ASTM) tel 949.752.1612 Insulated Power Cable Engineers Association(IPCEA) 22. Utility penetrations of any kind in fire and snake partitions and ceding assemblies,shad be fax 949.752.5321 American Standard Association(ASA) frestopped and sealed with an approved material securely installed. National Fire Protection Association(NFPA) American Nati mal Standard Institute(ANSI) palm Springs NEC National Electrical Code(NEC) Utility and electrical outlets or boxes shad be securely fastened to the stud of framing of the tel 760.323.5090 Institute of Electrical and Electronic Enginners(IEEE) wall,partition or ceding asserrobly.The opening in the gypsum board facing shad be All local codes having jurisdiction that the clearance between theinch. ee bon and the gypsum board does not exceed 1cu Su In snake walls or partitions,the 1/8 inch clearance Shan be filed with an approved fire-rated sealant. - Where the codes have different levels of requirements,the most stringent rule shad apply. QD 23. Archileehim!reflected codi g plans indicating the location of fghting fixtures shad take precedence over the locations of same shown Dn the electrical drawl gs.Install the lighting fixtures in any4. The contractor shall visit the site including all areas indicated on the drawings.He shall given area to agree with the reflected cc"plans.Discrepancies shall be brought to the thoroughly familiarize himself with the existing conditions and by submitting a bid,accepts the attention of the architect.condllionsunxfar which he shall he required to pertorm hit work. 24. The exact klcatbne and nxxunting heighits of IigMing fixtures located in mechanical aquipreot 5. t shad be contractor's responsibility to obtain a complete set of contract documents,addenda, spaces and storage shall be coordinated in the fed before installation to avoid Interferences,with drawings and specifications. He shall check the drawings of the other trades and shall careful duds, DATE SIGNED,7113/16 ty piping and other mechanical equipment and ad mounting hardware shall he included in reed the entire speromdfi doing the and determine to accordance with hed Failure to do so shad not release base bid.When k stallati and mounting heights are determined,obtain approval from the RESTRPCTNE NOTICE the contractor horn doing the work in complete accordance with the drawings end specifications. engineer prig to irnatapation. THESE DEgDNs,DIUIWING AND SPECIRCA-ARE THE Exc- 6. The contractor shad coordinate his work with other trades at the site.Any costs to install work lo 25. Maximum number of conductors in outlet or junction boxes shall conform to 2013 CEC. moPERn of Dams ENGniEERING accomplish said coordination which differs from the work as shown on the drawings shad be CONSULT GROUP,AND ALL WPORMAnON Incurred!by the contractor.Any discrepancies,ambiguities or conflicts shell he brought to cane sN0w'N is Cam-A, a TO ALLIIECMFNTS AND-THEW of the engineer during bid time for clarification.Any such conflicts not clanged priorto26. Tie exact l cations of all electrical devices and equipment shall be coordinated with the DRAWINGS CAN er COPIED,TMNSFERRm, bid shad be subject to the interpretation of the engineer at no additional cost to the owner, architectural elevations,details or sections Prior to installation.All electrical devices and OR REPRODUCED,NOR CAN ANY mu--BE M11LT m-- equipment shall be recessed in waft.unless otherwise noted.Outlets not Indicated on Wm-WRITTEN CONSENT OF GOU s architectural elevations shad be coordinated with the architect prior to roughinn,unless otherwise ENGavEEluruc coNsxnNG cs- 7. The contractor shad provide and keep up-todate a complete record set of drawings.These prints noted. shall be corrected accad'rgly and show every change from the original drawings.This set of mPrRlcHr Gowa EfuGWEa{a!G drawing shall be kept on the job site and shad be used orgy u a record set.This shad not be CONSULTMG GROUP Xe ALL RIGHTS construed as authorization for the contractor to make charges in the layout without definite 27. Review architectural elevations of caseviodc Outlets mounted above or below,or adjacent to Iwo Instruction in each case.Upon completion of the wok,a set of reproducible contract drawings casework shad be coordinated with the architectural drawings,prior to final rough-in.Electrical shall be obtained from the engineer,and all changes as noted on the record set of drawings shall drawings shag govern number and type of outlets.However,locations shad be as indicated on PROJECT: be incorporated on reproducible bond with black ink in a neat,legible,understandable and architectural elevations.Provide conduit,wires and outlets for work required in casework professional manner per Glad's request. installations.Reference architectural details for method of routing conduit within casework AURA PA o A construction.Provide box extensions thragh all casework.Finish flush with face of splash, WestrJdge. 2D cabinets,etc.Mounting heights of all devices and equipment are from fished floor to center of 8. In sons,instance,it may be necessary to defer wok in certain areas and locations until such time devices and equipment,urdess otherwise noted.Boxes installed in locations not approved by the � as existing fact ifes can be temporarsy or penrianerit y rearranged by the owner.Therefore, architect shad be relocated a8 directed by the architect at nor additional cost to the owner. whenever it becomes necessary for the contractor to perform work under this contract in existing areas in which the owner's work isbeing performed,the contractor shag advise the owner relative to this requirement and shall follow closely the directive Issued by the engineer insofar as time and 28. Drawings are diagrammatic only and do not show special conduit routing or lengths required fix a 1 procedure are cormcamed. complete installation.Routing of raceways shah he at the option of the contractr but shall he in strict compliance with structural requirements and specifications,unless otherwise noted and shall be coordinated with other trades.Do nor scab the electrical drawings for locations of any 9. All interruption of electrical power shall be kept to a minimum.However,when an Interruption is electrical architectural,structural,civil,or mechanical items or features.Refer to architecture)and necessary,the shutdown must be coordinated with the owner 7 days prior to the outage,Any structural dimensional drawings. overtime pay and wok required to be accomplished on weekends shall be included in the -- contractor's bid.Work in existing switchboards or pandboards shall be coordinated with the DEVELOPER: owner prior to removing access panes or doors. 29. The equipment grounding conductor runs shall be installed and con continuous from panel to last outlets.This wire shell be pigtailed in each outlet for connection to box and device so that it Pardee Homes j device is removed,ground will not be intarrupled.AN equipment grounding conductors shad be 10. it shad be responsibility of the contractor to review and to coordinate with the mechanical,fire insulated green or bare conductors.Alternate methods of idenfification shad be used. protection and plumbing drawings for dud lines and equipment. I 30. For small ac motors not heaving busNre thermal overload protection,provide manual motor starters ARCHITECT: 11. All equipment mountsd on roof or connection of HVAC equipment shall be mounted on unstrut with overload heater olements sized to the Iemepaa current rating of the motor.Small ac motes stands utilizing approved pitch pockets,flashing,etc.. with bust-in thermal overload protection,provide a horse power rated toggle type disconnect Bassenian Lagoni Architects switch. I 12, After ad requirements of the specifications and/or the drawings have been fully completed, representatives of the owner will inspect the work.The contractor shalt provide competent 31. Boxes shad be sized for the number and saes of conductors and conduit entering the box and LOCATION: personnel to demonstrate the operation of any item or system to the full satisfactory of each equipped with plaster edension rings where required. representative.Final acceptance of the work will be made by the owner after receipt of approval and recommendation of acceptance from each representative. Lake Elsinore 32. Lamps:allfixtures sled he supplied with amps ofproper sae and type. Incerdescen[la Riverside mps shall CA 13. The contractor shad tumsh a one er written be none 60 •ac operations and shag be general service inside frosted unless specifically ye guarantee of materials and workmanship from the noted otherwise.Fluorescent lamps shall be instant start energy saving type,general electric or date of substantial completion, equal by Sylvania or Philips,unless otherwise noted.Fixtures with dimming ballasts shall use REVISIONS standard 32 welt energy saving type instant start lamps by general electric,sylvan or Philips. 14. Coordinate with otter trades as to the axed location and configuretion of reek NO. DATE DESCRIPTION respective � equipment,Supply power and make connection to motors and equipment requiring electrical 33 Where lighting fnxtures require the use of acrylic plastic lenses,the shall be 100 connections as indicated on the single line diagram,electrical drawings and draw of o8sr Y percent virgin 1 07/13/16 PLAN CHECK cgs squats thermoplastic,rid less when no 25'thick with an unps,retrated depth of not less than 0.045" trade.Review the drawings of other trades for control diagram,sae and locations;of equipment. equal o kith-k12,unless otherwise rated. Dsconnect switches,starters.wiring,controls and conduit for mechanical and plumbing operations shall be provided.The contractor shall be responsible for obtaining manufachmWa shop drawings prior to roughing in all conduit to this equipment. 34. Provide sound insulation at all conduit penetrations at sound bad T on. owerwse noted. FOR PERMI�lT A 15. Exact mewed and location of conduit anon and SCOTT FAZEKAS&ASSOCIATES INC. penetration openings in concrete or masonry wads, DATE gradebeams,floors or structural steel members shag be as directed by the structural ends- 35. Where outlets occur at tadmble wag pan YaRbyall t Perform c pnSlyAL�gd9n6dPM.w:e to the erring,aewcuttirg,Paohlo9,and refinished of Ovals and surfaces wherever it is required so that-space wiit exist betty brdlfT�lE6 7409t typEagion is r necessary o penetrate openings shad be sealed In an approved method to neat the fire rating of Sea architectural elevations for wall fin' the particular wall,floor or caging.Exact method and location of conduit penetrations andto issue a b�'e _ i"�!^ 'Dendinc openings in concrete ovals a floors shad he or UL approved system. approvapplicable City- SHEET NAME: 36. All conductors for this Project shag be TH HWN L NE G hide b�slfil on Grounding shad be"Green wire'or_a ,��,lJj ,RAJ,( )� .122..,. �r.r strued lc ELECTRICAL 16. Connections o vibratinga roval� h ..: - equipment,mechanical and plumbing equipment and seismic - separations: oermit or approve any coo:. � '.:� applicable GENERAL NOTES{ 37 Grounding Sind- codes or ordinance. No pL• o:e.'mad to give SHEET INDEX Liquid-tight conduit in all locations The groundirg system shell be derived r��yy__tpp��vlolate or cancel a.,provisions Of suet Maximum length of flexible condole cons shall he 6'aY u.O.N. A)10'of meter underground wafer �R°aR15e valid. 8)Meter frame of buildingor structure where efactively grounded C)A electrode encased by at least 2"of colwete located within or near the bottom of a PR IECT NUMBER: 17. Equipment outlets,lighting fixtures,conduit•wire and connection methods in HVAC air-plenums concrete foundation that is in direct contact with the earth.20'zinc galvanaed or shad be approved for use in plenums and shall conform to 2013 CEC. other electrically conductive steel reinforcing bar m rod of not less than 1/2'in 64002 diameter or bare copper conductor not smaller than#4AWG. 18. Conduit shag not be installed in any floor slab.Conduit shad be installed concealed in the coding ENGINEER: GZ c space,concealed in walls, below slab on grade.Unless otherwise noted. 38, Listed or labeled equipment shag be instilled and used in accordance with any instructions or included in the Islirg or labeling.Section 110.3(b) DRAFTER: GZ ISSUED DATE I PLOT DATE 39. Contractor must verify locations,of all equiprrment and points of connection and coordinate with 1/11/2016 07/13/2016 construction manager,architect,civil engineer,landscape architect,and utility consultants prior to NUMBER- start of construction.No compensation will be made for relocation of equipment and associated! SHEET NUMBER: �t. E I .0 SERVICE LOAD CALCULATION-UNIT 1 SERVICE LOAD CALCULATION-UNIT 2 SERVICE LOAD CALCULATION-UNIT 3 GOMS Dwelling Information: Dwelling Information: Dwel ing Information: engige+�#rll 2151SFT 2339SFT 2493SFT "`�"" Floor Area: Floor Area: Floor Area: Heater Type: Gas Heater Type: Gas Heater Type: Gas 44M campus Drive Dryer: Gas Dryer: Gas Dryer: Gas Newport Beach I Oven: Gas Oven: Gas Oven: Gas CA 92660 Cooktop: Gas Cooktop: Gas Cooktop: Gas General Load: General Load: General Load: Newport Beach Genral Lighting Floor Area X 3VA/SFT: 6453VA Genral Lighting Floor Area X 3VA/SFT: 7017VA Genral Lighting Floor Area X 3VA/SFT: 7479VA tel 949.752.5321 9 9( ) 9 9( ) 9 9( ) fax 949.752.5321 ' Small Appliance(3-20ACK By CEC 210.11): 3500VA Small Appliance(3-20ACK By CEC 210.11): 3500VA Small Appiance(3-20ACK By CEC 210.11): 3500VA Laundry(1-20ACKT By CEC210.11): 1500VA Laundry(1-20ACKT By CEC210.11): 1500VA Laundry(1-20ACKT By CEC210.11): 1500VA palm springs Bathroom(1-20ACKT By CEC210.11): OVA Bathroom(1-20ACKT By CEC210.11): OVA Bathroom(1-20ACKT By CEC210.11): OVA tel760,323.5090 Dishwasher: 1200VA Dishwasher: 12GOVA Dishwasher: 1200VA Microwave Oven: 1500VA Microwave Oven: 1500VA Microwave Oven: 1500VA Garbage Disposal: 1200VA Garbage Disposal: 1200VA Garbage Disposal: 1200VA Bathroom Fans: 800VA Bathroom Fans: 800VA Bathroom Fans: 800VA �,Grl y,�< Garage Door Opener: 1200VA Garage Door Opener: 12GOVA Garage Door Opener: 1200VA , Dryer: OVA Dryer: OVA Dryer: OVA 01 59 Oven: OVA Oven: OVA Oven: OVA Refrigerator: 1000VA Refrigerator: 1000VA Refrigerator: 1000VA Cooktop: OVA Cooktop: OVA Cooktop: OVA Cr GATE SIGNED.7/13/16 Total General Load: 18353VA Total General Load: 18917VA Total General Load: 19379VA RESTRICTIVE NOTICE First 10 KVA at 100%: 10000VA First 10 KVA at 100%: 10000VA First 10 KVA at 100%: 10000VA TMESE OE5 G+5 DaAW NGs,AND vECIflcATaNS ARE THE ExcLuvvE Remainder at 40% (8353VA X 0.4): 3341.2VA Remainder at 40% (8917VA X 0.4): 3566.8VA Remainder at 40% (9379VA X 0.4): 3751.6VA �oPUTM OP GouvrsENGINEER NG Subtotal General Load: 13341.2VA Subtotal General Load: 13566.8VA Subtotal General Load: 13751.6VA NfqCO-MAT ONTSHCVVN 6PCWflOD IAL TOALL IIECN-AND NO PART OF THESE DRAWINGS UN.COPIED.TRANSFERRED, Air Conditioning KVA Calculation: Air Conditioning KVA Calculation: Air Conditioning KVA Calculation: oR RENtOD w,NDRCMIANT SiRUClUm u RLRLT moil,THEN Outdoor Condensing Unit: 5405VA Outdoor Condensing Unit: 5405VA Outdoor Condensing Unit: 5405VA Vrtn WT wRrt EN CDPSE TDF GD V5 aVCANEERXJG CONSULTING GRWP Indoor Fan Coil Unit: 984VA Indoor Fan Coil Unit: 984VA Indoor Fan Coil Unit: 984VA i Total AC Load: 6389VA Total AC Load: 6389VA Total AC Load: 6389VA CDPTR GHTGWVR ENGMEFRRdG CONAILTNVG GRWPigIR ALL RIGHTS Heater: OVA Heater: OVA Heater: OVA RESERVED Car Charger: 7680VA Car Charger: 7680VA Car Charger: 7680VA PROJECT: Water Heater OVA Water Heater OVA Water Heater OVA AURA Calculated Load For Service: Calculated Load For Service: Calculated Load For Service: west[Edge PA 2D (13341.2VA+6389VA+7680VA)/240V=114A(Service Rating) (13566.8VA+6389VA+7680VA)/240V=115A(Service Rating) (1 3751.6VA+6389VA+768OVAY24OV=1 15A(Service Rating) Provided Service Rating: 200A Provided Service Rating: 200A Provided Service Rating: 200A i DEVELOPER Pardee Homes ELECTRICAL FEEDER SCHEDULE-AL ARCHITECT: Bassenian Lagoni Architects THREE WIRE+GROUND I SINGLE-LINE DIAGRAM KEYED NOTES LOCATION: ZOOA 20DA METER COMBINATION 200A 200A METER COMBINATION 200A 200A METER COMBINATION Lake Elsinore OI VERIFY WITH SERVILE PLANNER FOR AIL RAT1NS AND ELMTRICAL INFOR OVERCURRENT FEEDER ALUMINUM 120/2401103W,200A 1201240/10-3W,200A 120/240/103W,200A Riverside BEFORE 1551#NG ANY BID.NOTIFY B16U®t INNATELY IF MAJOR DEVICE SETTINGS IDENTIFIER INSULATION PER SPECIFICATIONS UNDERGROUND PULL SE UNDERGROUND UNDERGROUND DMSY.REPMIGIES PULL SECTION 22KAIC tO PULL SECTION 22KAIC Oj PULL SECTION 22KAIC O7 CA 20 3WG20 (3#12+1#10G)3/4'C. REVISIONS SINGLE-LINE DIAGRAM GENERAL NOTES 30 3WG30 (3#8+1#8G)3/4'C. NO. DATE DESCRIPTION 0) NOT Law. 40 3WG40 (3#6+1#8G)3/4'C. M M M I 07/13/16 PUN CHECK b) ALL NSY CIRCUIT PWJQ S,MWILE Sr111TL1ES IN 144INE WTGHBOARD OR PANS.BOARDS SHALL BE SE RE5 RATED TO MATCH EMTW AC RATNNS OR 50 3WG50 (3it4+1lI8G)1'C. APPROV®E61LAL opt 6BKAk:,W-M5 NOTED On" WEE. 65 3WG85 (3#3+1#6G)1-1/4'C. 200A 200A c) MOTOR GIRGUT PROTECTORS 94ALL NO RT T BE A PA OF A SE RMS, MAIN P u MAINP ucPs MAIN APPROVED COrBRMTION IMaq%PnNG RATING. 75 3WG75 (3#2+1#6G)1-1/a•C. FOR PERMIT ISSUANCE d) SERIES COMBINATION AV,RATNI6 SHALL NOT BE USED VI EN THE SECONDARY 100 3WG100 (3#1+1#6G)t-1/4'C. PANEL PANEL PANEL SCOTT FAZEKAS 8 ADA ESSOCIATES 1-_ EGL"tNT IN THE SERIES IS".1150M TO A TOTAL CONNECTED PILL LOAD MOTOR CIIRRB/T OF MORE THAN IS OF 175 AIC RATING. 120 3WG120 (3#1/0+1#4G)1-1/YC. 'P1' 'P7 'P3' 3Y e Thesep and ordinanc^ Authonzatlon th is tans have been reviewed ter adherence o s) EMMENT ENCtO 11RE5 SHALT-BE CLEARLY MARKED'GAUnON-SBRES RATED 125 3WG125 (3#2/0+1#4G)7C. applicable codes - .•rn,',pending SYSTEM-65WVS AVAILANA IDEfrIMEP IREPLALa ICHT W P'OH M5 ranted to issue a bud- REGLIINE ',IN COMPLIANCE IWTH 2015 GEC("I NBC)SECTION 110-22.SD U5E 150 3WGI50 (3#310+1#4G)2•C. Hereby 9 IlCable City a� ya$ed on EaHPFt31T 5I4AL1 ALSO BE MARKED IW1H1 THE HIGHER SERFS COMBINATION GND BUS ,approval by all apP y SHEET NAME: IMBL!#RIN6 RATNG A5 PER 20I9 GEC 5ECTk711 240-03(C)NO EXCEPTION. GND BUS GND euS ranting of -. trued to SINbLE LINE DIA6RAM5E 175 3WG175 (3#4/0+1#4G)2'C. The issuance or glans shall _ ELECTRICAL approval of these P viola zpPlicable f) FlI5E5 SHALL BE PROVIDW YWTH REJECTION TYPE FUSE HOLDERS. 200 3WG200 (3#250KCMIL+t#2G)2-1/2'C. I I I rove any r 'v,;red to glue oermit or approve a- „oA of such LOAD CALCULATION5 codes or ordinance. cancel P TO U 1#4 AL. I 3/4'C,1#4 AL I 3/4'C,E.AL. authority to v101ate or cancel ti S.EGTRIGAL EOA"W SHALL BE LISTED BY THE CITY V#*M THE PROJECTS 225 3WG225 (3IK300KCMIL+1#2G)2-1l2'C. I TO LIFER I TO LIFER ] TO LIFER modes shall be valid. LOGATm,IRECOOMM ELECTRIC,&TESTING LABORATORY OR APPROVED BY I 3/a'c,t#a AL.TO I 314'C,t#4 AL TO I 4'C,1#a AL.TO THE DEPARTMENT 250 3WG250 (3#350KCMIL+1#2G)3'C. I _ (1)10'ROD I (1)10'ROD I (1)70'ROD PROJECT NUMBER: h) NO MMN6,DUCTS OR EY UFMIE Ir FOREMEN TO ELECTRICAL EANPWNT SHALL BE 300 3WG300 (3#500KCMIL+1#1G)3'C. FROM I I I PERMTTED TO BE LOC.ATE7 r7iH IN THE DEDICATED SPACE ABOVE THE 350 3WG350 21(3#4/O+1#1 G)YC.] �FEEDERTILITY �FE DERTILITYFEED UTILITY ELECTRICAL Ea,IP+ENT. 64002 400 3WC400 21(U250KCMIL+1#1/OG)2-1/2'C. ENGINEER: GZ U RECEIPTMAIN SERVICE M�PRIOR TOL�A IBUILDINS� TEST 450 3WG450 21(3#300KCMIL+1#1/0G)2-1/2•C.] SINGLE LINE DIAGRAM-UNIT PLAN 1 SINGLE LINE DIAGRAM-UNIT PLAN 2 SINGLE LINE DIAGRAM-UNIT PLAN 3 DRAFTER: GZ CERTIFICATION MR THE SERVICE GRMW PALT PROTECTION.2011 NBC 290.45 ISSUED DATE:500 3WG500 2[(3#350KCMIL+1#1/OG)3'C.] SCALE NONE SCALE:NONE SCALE:NONE PLOT DATE: 1/11/2016 07/13/2016 SHEET NUMBER E- I . I I I GOMS engineering dnp S^uA Iz 4400 Campus Drive Newport Beach CA 92660 I Newport Beach tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 I No 01"M I 10 DATE SIGNED:7113/16 NoncE I THEff[rt9CNz Dc WING;AND >oEdNCATKN1f ARE THE EXG WSIVE REOEERTY Of GMV6 ENGINEERNG CGNAATNG GRMP,AND ALL LOCATION GARAGE 120/240V 1$3 W LOCATION GARAGE 120/240V 1 3 W LOCATK3N GARAGE 120/240V 1$3 W NNJIUMTKMl p1 mIDG CONNOENTUE PANEL'Pt' Bus RATING 200 AMPS PANEL'P2' MAIN(AMP) M.L O BUS RATING 200 AMPS MOUNTING REC PANEL'P3' MAIN(AMP) M L.O. BUS RATING 200 AMPS MOUNTING:REC OALL AM—S AND NO PART GE THESE MAIN(AMP) M.L.O. MOUNTING:REC VOLTAMPS BUS VOLTAMPS VOLTAMPS BUS VOLTAMPS oRAvvNGs raN RE c,Noo cAN mRRFD, r E I cKr cxr I E r DESCRIPTION r E I c6r clot I E r DESCRIPTION VOLTAMPS 1 E cKr BUS cKr E T VOLTAMPS oR REEROMcm.NOR CARI ANT DESCRIPTION $A $e c c s No BK8 $A $B BKR No s c G $A $g DESCRIPTION $A $B G c s No NOR $A $B eKR No s c G $A $B DESCRIPTION f�� Q� BI(R NKR p� R. DESCRIPTION zrRocnxES RE o1AET ERon THEN $A $e G C S NO $A Be NO 5 G G Iy+ [lo VVITIOIfr WRITTEN CONSENT Of GMVN ^ GENERAL LTG 1 918 1 20-1 -1 2 1200 GARAGE DR OPENER A GENERAL LTG 1 867 1 20.1 20.1 2 1200 GARAGE DR OPENER G A GENERAL LTG 7 919 1 20-1 20-1 2 1200 GARAGE DR OPENER kNG1NEfRNGCOfE1 m-CAMP ^ GENERAL LTG 2 918 3 20-1 20-1 4 242 GARAGE REC<G G ^ GENERAL LTG 2 867 3 20-1 20-1 4 _ 261 GARAGE REC<G G A GENERAL LTG 2 919 3 20-1 20-1 4 278 GARAGE REC<G c ^ GENERAL LTG 3 918 _ 5 20.1 15-1 6 242 EXT LTG c ^ GENERAL LTG 3 867 5 20-1 15-1 6 _261 EXT LTG G ^ GENERAL LTG 3 919 5 2a1 15-1 6 276 EXT LTG G corrRlG.rr town BSGIr GGNAATNG GAMS ant ALL RK:HTS G SMALL APPS 1 1500 7 20-1 15-1 8 242 EXT REC G SMALL APPS 1 1500 7 20-1 15-1 8 261 EXT REC G SMALL APPS 1 1500 7 20-1 15-1 8 276 EXT REC G RESERVED G SMALL APPS 2 1500 9 20-1 15-1 10 1500 MICROWAVE G SMALL APPS 2 1500 9 20-1 20-1 10 1500 MICROWAVE G SMALL APPS 2 1500 9 20-1 20-1 10 15M MICROWAVE pprocr-r� LAUNDRY 1500 11 20-1 15-1 12 1200 G.D. LAUNDRY 1500 11 20-1 20-1 12 1200 G.O. o LAUNDRY 1500 11 20-7 20-1 12 1200 G.D. -1_ G A DINING REC(AFCI) 500 13 20-1 20A 14 1200 D.W. A DINING REC AFCI AURA L�D A^ GENERAL LTG 4 918 13 20.1 15-1 14 1200 D.W. ( ) 500 13 20-7 20.7 14 1200 D.W. /'1 I�f'� G BATH REC 0 15 20.1 50 16 2702 CU-42 G BATH REC 0 15 20-1 40 16 2702 CU-42 + G BATH REC 0 15 20-1 40 16 2702 CU-42 1 FAU42 984 17 20.1 2 18 2702 --- + FAUA2 994 17 15-1 2 18 2702 — + FAU42 994 17 15-1 2 18 2702 — + GENERAL LTG 5 918 19 20-1 15-7 20 100 G08SMOKE SENSOR G SPARE 0 19 15-1 15-1 20 100 C08SMOKE SENSOR A G SPARE 0 19 75-7 tS1 20 100 CO3SMOKE SENSOR A Westridge PA 2D A LIVING REC 1 918 21 20-1 20-1 22 1000 REFRIGERATOR ^ LIVING REC 1 867 21 20-1 20-1 22 1000 REFRIGERATOR A LIVING REC 1 919 21 20.1 20.1 22 1000 REFRIGERATOR A LIVING REC 2 918 23 20-1 24 3840 CAR CHARGER ^ LIVING REC 2 867 23 20-t 75-1 24 0 SPARE A LIVING REC 2 919 23 20-1 15-1 24 JOSPARE G WATER HEATER 0 25 20-1 2Z6 3840 SPARE 0 25 75-1 75-7 28 0 SPARE SPARE 025 15-1 15-1 26 0 !��j A DINING REC(AFCI) 500 27 20-t 15-1 28 0 SPARE SPARE 0 27 15-1 284707 SUBPANELP2A SPARE 0 27 15-1 28 4SOLAR 0 29 40 15-1 30 0ARE SPARE 0 29 15-0 2 30 5574 — SPARE 0 29 15-1 2 30 567815-1 32 0 SPARE SPARE 0 31 15-1 15-1 32 0 SPARESPARE 0 31 15-1 15-1 32 SUB-TOTAL $A=17840 VA $8=14580 VA SUB-TOTAL $A=19022 VA $B=13965 VA SUB-TOTAL $A=19297 VA $B=14151 VA - TOTAL CONNECTED VA =32420 NOTES: + REFER TO MECHANICAL DRAWINGS FOR DETAILED EQUIPMENT TOTAL CONNECTED VA =32987 NOTES: 1 REFER TO MECHANICAL DRAWINGS FOR DETAILED EQUIPMENT TOTAL CONNECTED VA =33448 NOTES:(,)REFER TO MECHANICAL DRAWINGS FOR DETAILED EQUIPMENT LCL®125% -0 INFORMATION BEFORE BID AND ROUGH IN. LCL @ 125% =0 INFORMATION BEFORE BID AND ROUGH IN. LCL @ 125% =0 INFORMATION BEFORE BID AND ROUGH IN. DEVELOPER: TOTAL OTHER LOAD =0 z REFER TO SINGLE LINE FOR AIC RATING. TOTAL OTHER LOAD =0 z REFER TO SINGLE LINE FOR AIC RATING. TOTAL OTHER LOAD =0 z REFER TO SINGLE LINE FOR AIC RATING. Pardee Homes PANEL LOAD =32.4KVA a BACKFEED TYPE BREAKER RESERVED FOR FUTURE SOLAR PANEL. PANEL LOAD =33KVA a BACKFEED TYPE BREAKER RESERVED FOR FUTURE SOLAR PANEL. PANEL LOAD =33.4KVA a 3ACKFEED TYPE BREAKER RESERVED FOR FUTURE SOLAR PANEL FEEDER AMPS =114A A AFCI PROTECTION REQUIRED_ Q GFCI PROTECTION REQUIRED. FEEDER AMPS -115A FEEDER AMPS =115A { ARCHITECT: i Bassenian Lagoni Architects LOCATION: Lake Elsinore Riverside CA REVISIONS NO. DATE DESCRIPTION I 0711V16 PI.ANCHECK LOCATION GARAGE 120/240V 193 W LOCATION GARAGE 120/240V 1$3 W PANEL'P2A' BUS RATING 700 AMPS MAIN(AMP) M.L.O. MOUNTING:REC PANEL'P3A' MAIN AMP BUS RATING 100 AMPS VOl,7AMPS BUS VOLTAMPS ( ) M.L.O. MOUNTING:RECAPPR ,rE DESCRIPTION T E I CKT BKR BKR c6r E r DESCRIPTION DESCRIPTION VOLTAMPS T E I CKr SUS cKr E r VOLTAMPS F RQ_P_-Ago IA(ES INC. $n $B G C S NO $A $B NO S C G $A $B $A $B G C S NO BKR $A BB BKR NO S C G Has OTT AX ^ GENERAL LTG 4 867 1 20-1 20-1 2 _ 867 GENERAL LTG 5 A GENERAL LTG 4 919 1 20.1 20-1 2 919 dherenoe tot e A GENERAL LTG 6 867 3 20-1 20-1 4 0 WATER HEATER G ^ GENERAL LTG 6 919 3 20-1 20-7 4 ktF�-S--keno. G CAR CHARGER 3840 5 40 15-1 6 0 SPARE G p..Itho'Izpen Is cdi -„+,,ending CAR CHARGER 3640 5 40 15-1 6 0 IICa Is ys e a buiL' 3840 7 2 75d 8 0 SPARE 3840 7 2 15-1 e f Y ticable 1 Y -- a SOLAR 0 9 40 15-1 10 0 SPARE SOLAR 0 9 40 15-1 10 0 3 ARE -,,t based on 0 11 2 15-1 12 0 SPARE SH NAME: 0 11 2 15-1 12 0. Of gran I ,;;nslrued t0 SPARE 0 13 15-1 1ST 14 0 SPARE SPARE 0 13 15-1 16-1 14 0 B� eSe ai, snp0ca give SPARE 0 15 15-1 15-1 16 0 SPARE SPARE 0 15 15-1 15-1 16 emit No Pei, ,spines to suet PANELtIGHE SPARE 0 17 15-1 75-1 18 0 SPARE a . ;•rovlslons of suet PANEL 5GHEDULE SPARE 0 17 15-1 15-1 18 0 to or cane SPARE 0 19 15-1 15-1 20 0 SPARE SPARE 0 19 1ST 15-1 20 Vat SPARE 0 21 t5-1 15.1 22 0 SPARE SPARE 0 21 15-1 15-1 22 0 SPARE + SPARE 0 23 15-1 15-1 24 0 SPARE SPARE 0 23 15-1 1S1 24 0 SPARE I SUB-TOTAL $A=5574 VA $B=4707 VA SUB-TOTAL $A=5678 VA $B=4759 VA PCR,OD CT NUMBER: 1111 TOTAL CONNECTED VA =10281 NOTES: i REFER TO MECHANICAL DRAWINGS FOR DETAILED EQUIPMENT TOTAL CONNECTED VA =10437 NOTES: 1 REFER TO MECHANICAL DRAWINGS FOR DETAILED EQUIPMENT C 002 LCL @ 125% =0 INFORMATION BEFORE BID AND ROUGH IN. LCL 1125% -0 INFORMATION BEFORE BID AND ROUGH IN TOTAL OTHER LOAD =0 z REFER TO SINGLE LINE FOR AIC RATING. TOTAL OTHER LOAD =0 z REFER TO SINGLE LINE FOR AIC RATING. ENGINEER: GZ I PANEL LOAD =10.3KVA 3 BACKFEED TYPE BREAKER RESERVED FOR FUTURE SOLAR PANEL. PANEL LOAD =10 4KVA s 3ACKFEED TYPE BREAKER RESERVED FOR FUTURE SOLAR PANEL. DRAFTER: GZ FEEDER AMPS =23A FEEDER AMPS =24A ISSUED DATE PLOT DATE 1/11/2016 107113,2016 SHEET NUMBER: I E- 1 .2 PLUMBING ABBREVIATIONS PLUMBING GENERAL NOTES APPLIANCE STANDARDS AND C.C.R.TITLE 24,PART 6 AND EEQ IEMDNTS FOR 9" DENIES GIVEN N 7HE PLANS AND SPECIFICATIONS APPROVED BY THE LOCAL ABBREVIATION OMM71ON ABBREVIATION DESCRIPTION ABBREVIATION DESORPTION ABBRENAII N DESCRIPTION ENFORCEMENT ACENCY. 1. INS LEGEND DRAWING IS GENERIC COMPILATION OF GENERAL N07ES AND SYMBOLS THAT ARE STANDARDLY REWIRED ON PIMUMBING DRANNIS. INFORMATION SHOWN ON THIS DRAWING 1.3. STATE TIME NUMBER OF THE MUM PERMITS UNDER WHICH THE CONSTRUCTION OR A EEW EMERGENCY EYE WASH MAY NOT NECESSARILY BE APPLICABLE TO THIS SPECIFIC PROJECT. CONTRACTOR SHALL BE INSTALLATION WAS PERFORMED. EFF EFFICIENCY(PERCENT) KS BTCLEN SINK S SINK RESPONSIBLE FOR COORDINATING WOW"ON PUNS NTH PERTINENT DATA ON THIS AEIG ABOVE GROUND EG EXHAUST GRILLE KW KILOWATTS SA SUPPLY AIR DRAWING 2. AFTER INSTALLING WALL,CEUNG OR FLOOR INSULATION,THE INSTALLER SHALL POST N A ABV ABOVE ELFC ELECTRICAL KWH KILOWATTS PER HOUR SCFM STANDARD CUBIC FEET PER MINUTE CONSPICUOUS LOCATION THE BUILDING A CERTIFICATE SIGNED BY THE NSTALLER STATING MS AC AR COMPRESSOR a,ELEV ELEVATION SCH SCHEDULE 2. PLUMBIC DRAWINGS SOW ONLY PERTINENT INFORMATION FOR LOCATION.SIZE AND CLASS THAT THE NSTALLAIM CONFORMS NTH TIME PLANS AND REQUIREMENTS OF SECTION p Ir. ADD ACCESS DOOR EAT END TO END L SD STORM DRAIN OF PIPING.PAR THE DRAWINGS,SPECIFY MATERIAL TO BE USED FOR VARIOUS SIZES ANDT AND FIXTURES TO HE INSTALLED. SPECIFICATIONS WHICH ORM A MASSES ATE THE MANUFACTUREIFS NAME ANDANDXA)2A OF THE ENERGY Y STANCARDS, THE MATEIIAL D947FICAIM Nb THE INSTALLIES SHALL ED `°"a" (, AD AIR DRYER ED ENTERING AIL TEMPERATURE SEC SPUTTER DRAPER OF PIPING EQUIPMENT AND FlXIURES. R-VALUE ADA ABOW FINISHED SHED FLOG ACT EO EQUIPMENT UT LEAVING AIR TEMPERATURE SECT SECTION 4400 Campus Drive AFF ABOVE FUSED ROOT DN EXHAUST UV LAVATORY SFRV SERVICE AHU AIR HIAIDI111G 11MT EA EXHAUST AR LBS POUNDS SG SEW QRD 3. PLUMBING SYSTEMS SHALL BE INSTALLED N ACCORDANCE NTH THE CALIFORNIA PLUMBING 3. THE lW1IDDt SHALL PROVIDE THE B1A1111NG OWNER.MANAGER.0R ORIGINAL OCCUPANTS 711E Newport Beach AL ACOUSTICAL LINO EF EXHAUST FAN LOTH LENGTH S O SHOWER CODE(CPC)AND ALL AMICABLE LOCAL.STATE CODES AND REGULATIONS WITH FOLONNG AP ACCESS PANEL ER EXHAUST REGISTER STD SLAB DRAIN AMENDMENTS(LATEST EDRNON). CA 92660 APD AMR PRESSURE DROP EXIST.(E) EXISTING M SLY 9FEVE 3.1. A LIST OF THE HEATING,COOLING,WATER HEATING AND LIGHTING SYSTEMS&FEATURES, APPROX APPROXIMATE ET EXPANSION TAIL SOY SMUT-OF VALVE 4. POTABLE WATER SYSTEM MUST BE DISINFECTED PRIOR TO USE AS REQUIRED AND OUTLINED MATIAIALS,COMPONENTS.AND MECHANCAL DEVICES,CONSERVAIIN OR SOLAR DEVICES ARCH ARCIIECTURAL DP JT EXPANSION JOINT MTL MATERIAL SP STATE PRESSURE/SAP PUMP N THE CAUFORMA PLUIBNG CODE. INSTALLED N THE MUM.AND INSTRUCTIONS ON FLOW TO USE BEI EFFICIENTLY. Newport Beach i AS AIRBL SEPARATOR ESP EXTERNAL STATIC PRESSURE MAX MAXIMA SPEC SPRINT Al10N 5. ELEVA7IONS BELOW'GROUND LENT ARE NOTED IN FEET AND DECIMALS OF FEET AND SHALL 4. DOMES71C WAIER HEATERS SHALL BE CERTIFIED AND LISTED BY IRE CALIFORNIA,ENERGY te)949.752.1612 AVAIL AVAILABLE EVE ELECTRIC WATER COOLER MBH BTU PER I HOUR(X1000) S I SQUARE F DENOTE INVERT ELEVATION OF PPE LIEVATIONS ABOVE GROUND LEWL ARE NOTED N FELT COMMISSION.AND SHALL BE CERTIFED BY THE MANUFACTURER TO COMPLY TO AL fax 949.752.5321 AVG AVERAGE EWH ELECTRIC WRIER FEARER MIN MECHANICAL SO FT SWORE GIST/SQUARE FEET h NOES AND SHALL DENOTE WORK POINT ELEVATION OF PIPE, UNLESS NOTED OTHFRMSE REQUIREMENTS OF THE ENERGY EFFICIENCY STANDARDS. MN MNNUM SR SUPPLY REGISTER/SNORT RADIUS BOTTOM OF PPE BDA71ONS REFER TO BOTTOM OF PPE ON OIINSIMIED LIES AND TO B F MLO MAINTENANCE"P LOCKOUT SS SERVICE SINK BOTTOM OF SADDLE ON INSULATED LINES 5. UNFIRED HOT WATER STORAGE TANKS SHALL BE INSULATED WITH A MNMUY R-16 Palms MPG ME"PRESSURE GAASS SS/EW SAFETY STOVER/EYE EAST STATIC Prior M9JLATI N JACKET. B BAILER F DEGREES FAMIRE/UIEIT MS MOP SINK STD SUBS SURFACE(FOUNDATION)DRAIN 6. PIPING SHOWN ON DRAWINGS WITHOUT DIME ISONAL LOCATION SHALL BE FEUD ROUTED BY te1760.323.5090 B00 BAC FLANRAFT DAMPER FA1 FUTURE MVO MANUAL VOLUME DAMPER SIR STEEL CONTRACTOR. CONTRACRN SHALL VERIFY PROPOSED PPE ROURM PRIOR TO 6. ALL NATURAL GAS-FIRED EQUIPMENTS OR SYSTEMS SHALL HAW:NOT CONTINUOUSLY DO BEND FIANCE FAO, FICATE MW MARMAY SIR STRUCTURAL INSTALLATION,INCLUDING INTERFERENCE WITH BUILDING SMUCIUES,EQUIPMENT AND WORK BURNING PILOT LIGHT. BG BELOW GRADE FBO LOORCFURNISHED BY OTHERS SUCT SUCTION OF 07HER TRADES WHETTER NEW OR DOSING. PROPOSED Rouirm SHALL O REVIEWED 8FF BELOW H FINISHED FLOOR FCO FLOOR IL UNIT IT N WITH THE CONSTRUCTION MANAGER. 7. ALL NOT ALTER PIPING SHALL BE INSTALLED AD INSULATED N ACCORDANCE NTH THE BFP BONER IIORSiPO�Tt/ FCU FAN COIL UNIT T BRAKE HORSEPOWER ID FINE DAMPER/FLOOR DRAW/ (N) NEW C.E.C.REQUIREMENTS. BLDG BUILDING FOUNTAIN ARAM N/A NOT APPLICABLE TEMP TEMPERATURE 7. EXACT LOCATION OF PLUMBING EQUIPMENT,DEVICES AND FIXTURES SHALL BE CONFIRIED BY QD BOO BOTTOM OF DUCT FDN FOUNDATION NC NORMALLY CLOSED TC TRANSFER GRILLE CONTRACTOR PRIOR 70 INSTALLATION. CONTRACTOR SHAD.REFER TD ARCHITECTURAL B. F A CRCULAING HOT WATER SYSTEM IS NSTALED,IT SHALL HAVE A CONTROL CAPABLE BOP BOTTOM OF PPE FF FLIT FACE NFPA NATINAL FIRE PROTECTION ASSOCIATION T/G TOP OF GRADING DRAwNGS FOR FIXTURE LOCATIO S AND MOUNTING HEIGHTS. OF AUTOMATICALLY TURNING OFF THE CIROLAING PUWP(S)WHEN HOT WATER IS NOT BEING DOS BOTTOM OF STEEL F/FLG FAKE OF FLANGE NK: NOT N CONTRACT THD TOP HORIZONTAL DISCHARGE USED.BOB BOTTOM OF BEAM F-F FACE TO FACE NO NORMALLY OPEN THIN RRC( 8. CONTRACTOR SHAL CHECK LOCATORS O OTHER TRADES WORK PRIOR TO INSTALATIN OFBIN BATHTUB FHS FIE HOSE STATI N(FIE DEPARTMENT) NO. NUMBER TK TAM( PIPE HANGERS TO PREVENT INTERFERENCES. 9. LAVATORES N PUBLIC RESIROOMS SHALL HAVE NOT WATER CONTROLS T HAT COPLY NTH BTUH BRNISI THERMAL UNITS PER FLOUR FN FL FNISED FLOOR NIS NOT TO SCALE TOC TOP OF CONCRETE TE FOLLOWING REQUIREMENTS: 9. REDUCERS,REDUCING INSERTS,UNIONS&APPURTENANCES NOT SHOW ON DRAWINGS BUTFIG FlCURE TOD TOP O DUCT C FL FLOOR 0 TOS TOP(F STEEL REQUIRED FOR PROPER INSTALLATION SEAL BE PRODDED BY CONTRACTOR. SILT. YAOMMIY FLOW RAZE(GPM): 0.5. DAIS SIGNED,7/l3/16 FLEX FLEXIFLANGE CONNECTOR IP TEMP PRIMMER 10. PLUMBING LINE SIZE REDUCTIONS NOT SHOWN VAIN REDUCERS SHALL BE MADE NTH 9.2 FLOW RATE(GAL/CYC.E)FOR SELF-CLOSING VALVES 0.25. CA COMPRESSED AIR FLG FLANGE CA OPPOSE AIR 7S TEMPERATURE STRAINER /TEMPORARY RAG FlTINGS. RESTRICTIVE NOTICE � CC COOING COIL FOB FLIT ON BOTTOM OBD OPPOSED BLADE DAMPER START-UP STIRRER CD CONDENSATE GRAN FOT FLAT ON TOP OD OUTSIDE DIAMETER/OVERFLOW DRAIN TSP TOTAL STATIC PRESSURE CU COMBINED FIXTURE UNIT FPW FIRE PROTECTION WATER OF OVERFLOW TW 1HB%WMEII 11. PPE BEEVES FOR PLUMBING TALES SMALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 9.3. MAXIMUM OUTLET RIRE OF 110 DEGREES F. _ OFF CAP FOR FUTURE CONNECTION FT FEET/FIN TUBE OPER OPERATOR TOUR lnim WATER SUPPLY PROPeIrY GouvG a+rdNe-Rx+G CFH CUBC FEET PER HOUR FPM FEET PER MINUTE OPNG OPENING TYP TYPICAL C00RDRIAlE WITH SLAB AND WALL CONiRACTCXts FOR PROPER LOCATION AND SIZE. 10. THE PIPING FOR All SPAS NTH THE PIP AND SERVICE EATER 57I)IG SYSTEMS SHALL BE sPEarrcArrora ARE Tre W OFF N ACCORDANCE NTH THE PPE NStX.ATDN SECTION 1 J 2. CONAR.TRIG GROUP,AND AIL CIA CUBIC FEET PER MINUTE FW FIELD WED ORD OVERFLOW ROOF DRAIN 12. VALVE HANDLE ORIENTATION SNAIL BE BY CONTRACTOR UNLESS SPECIICALLY SHOWN ON nVPaRNArion slpwN rs coNnDENrw. DRAWINGS OR DIRECTED BY CONSTRUCTION MANAGER. VALVE HANDLE SHALL CLEAR VEHICLE 11. WATER HEAFNG SYSTEMS SHALL BE EQUIPPED III AUTOMATIC TEMPERATURE CONTROLS ro AU RrclPlaurs Arro No rAar oP rNESE d CDRUMEE F FINS PER NCI OSD OVERFLOW STORM BRAN U DRAW NG5 c P RE conEo,nuNs fRRm. M F CFNIEIIAE LIEYA710Y FS FLOOR SINK AND/OR PERSONNEL TRAFFIC AND SHALL BE EASILY ACCESSIBLE. GARBLE OF ADJUSTMENTS FROM 11E LOWEST TO THE HIGHEST ACCEPTABLE TEMPERATURE m REPRoD-m.NoR GIN ANr MG CELNG FSD FIRE SMOKE DAMPER P U/G UNDERGROUND SETTINGS FOR THE INTENDED USE AS LISTED N TABLE 3.CHAPTER 50 OF THE 2011 ASRAE STRUCIUR¢ea'MT rRon rNSN 00 CEANOUT FIG FITTING LID UNDERORAIN/SUBGRADE DRAIN 13 FLOOR DRAIN&NUB DRAIN P-TRAPS SHALL BE DEEP SEA.TYPE UNLESS NOTED ODERWSE. HANDBOOK.HVAC APPLICATION VOLUME. aNGcoNpnnNc 6Row COD CONTINUED ON DRAWING FWE FURNISHED NTH EOUFM34T P PUMP UH UNIT NEATER FLOOR DRAIN AND HUB DRAIN P-TRAPS 07H TRAP PRIER SHALL BE STANDARD SEAL TYPE COL COLUMN PC PLANIER DRAIN LINO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE. IZ ALL PLUMBING FORAES SHALL BE CERTIFIED BY M CALIFORNIA ENERGY COMMISSION. CON CONCENTRIC G PDR PLANTER DRAIN RISER UR URINAL PLUMWM,FIXTURE WATER CONSUMPTION RATES STALL BE AS FOLLOWS: corrRIGNr GOW¢s.IGINEaING CONC CONCRETE P.D.M. PLUMBING DRAINAGE INSTITUTE UTL UTILITY 14. TOP OF FLOOR C&1NOU7S SHALL BE FLUSH NTH FINISHED FLOOR UNLESS NOTED coNuxrmG G�R¢OUR ALL It- COIN CONNECTION GPH GALLONS PER HOUR PHC PREHEAT COIL OTHERWISE. FIXTURE DESCRIPTION MAXIMUM WATER COL9APDON RATE CONTT CONSTRUCTION GPM GALLONS PER MINUTE PL PLATE V 15. VENT PPE EXTENSIONS TWIN ROOF SHALL TERMINATE 6'(MNIMA)ABOVE FINISHED ROOF. WATER CLOSET 1.28 GALLONS PER FLUSH PROJECT: COS CONTINUATION OR GAS RISER/MADE PL PANT CE CONNECTION - SHOWE 2.0 GALLONS PER FLUSH �- CONTR DINOMIED GW (REUSE WASTE PLATE PLATFORM V VENT URINAL16. ELEVATIONS SHOWN ON PLUMBING DRAWINGS ARE REFERENCED FROM NOMINAL FINISHED SFIOIRIEADS 20 GALLONS PER MINUTE AURA COTTR CONTRACTOR PRESS PRESSURE V/p/HZ VAL75/PIIASE/FERrz COTG CLEAN OUT 10 GROUND H PRV PRESSURE REDUCING VALVE VA VALVE FLOOR ELEVATION. LAVATORY FAUCETS 1.5 GALLONS PER MINUTE ' CPLG COUPLING PS PIPE SUPPORT VAC VACCUM SIN FAUCETS 1.8 GALLONS PER MINUTE Westridge PA 2D CT COOING TOWER H HUMIDIFIER PSI POUNDS PER SQUARE NCH VAV VARIABLE AIR VOLUME 17. UNDERGROUND TRAP PRIMER PIPING SHALL BE INSTALLED N ACCORDANCE NTH PURE-US:LAVA70RY 0.5 GALLONS PER MINUTE CTR CENTER HB HOSE BBB PSIG POUNDS PER SQUARE NCH GAUGE VEL VELOCITY SPECIFICATION& METERING FAUCETS 0.2 GALLONS PER CYCLE CW DWS71C COLD WATER HNC HEATING COI. PM POT DRAIN V4RT VERTICAL 18. CONTRACTOR SHALL SEAL PENE7RA710NS THROUGH FIRE WALLS AND FIXERS WITH APPROVED CWH CENTRALIZED WATER HEATER HD MAIL DRAIN/FLOOD PW PUMPED WASTE VFD VARIABLE FREQUENCY DRIVE COR DOMESTIC COD WATER RISER HDR LEADER VER VENT THROUGH ROOF FIRE SEALANT. REFER M SPECIFICATION. INSTALL PER MANUFACTURERS INSTRUCTIONS FOR COY COMBINED WASTE AND VENT H H HOSE HYDRANT R APPLICABLE PIPE MATERIAL AND SIZE HIP HORIZONTALW D NIP HORSEPOWER R,RAD RTHIRD"19. PIPE PENETRATION THIRD"NON-RATED WALLS AND FLOORS SHALL BE SEALED AIR TINT. WA Hill DOMESTIC H WATER WATER RA RETURN AN W SANITARY WASTE 20. BATHTUB,SHOWER,AND TUB-910NR COIMATINS REQUIRE INDIVIDUAL CONTROL VALVES DO DECK DIAN IIWS HEATING WATER SUPPLY RAIL RECIRCULATINGOODRI AIR HANDING IUIT W/ IRi DDR DEL(DRAIN RISER HOPS REAMING WRIER SUPPLY RD ROOF DRAM W/0 WITHOUT O THE PRESSURE BALANCE OR 111DIMOSTA71C YIOWNG VALVE TYPE HANDLE POSITION DO DRY BULB HX MEAT EXCHANGER RED REDUCER 'W91 WASHER STOPS SHOULD BE PROVIDED ON THE VALVES AND SHOULD BE ADAYSTED PER DEG,' DEGREES RELOC RELOCATED NI WET BULB MANUFACIURER'S INSTRUCTIONS TO DELIVER A MAMA 1207. DEVELOPER: DIET DETAIL I REO'D REQUIRED WC WATER CLOSET 21 ALL GAS PIPING DOWNSTREAM O PRESSURE REGULATOR TO BE SIZED PER 2013 CPC TABLE Pardee Homes OF DRAWING FIXTURE RF RAISE FACE W.C. WATER COLUMN DFU DRAINAGE FIXTURE UNIT D INSIDE DIAMETER RFRC REFRIGERATOR WCO WALL IXENMOUT 1216.2(1).GAS METERS TO FE ACCESSIBLE.INSTALL AUilAU71C EARTHQUAKE SMUT-OFF CIA,I DIAMETER E INVERT ELEVATION RG RETURN AIR GRILLE WH WATER HEATER/WALL HYDRANT VALVE 8:REGULATOR AS REQUIRED.GAS SHUT-OF VALVES k PRESSURE REGULATORS TO I, DISH DISCHARGE IW IRRIGATION WATER RH RELATIVE HU EHY VIA WATER HAMMER ARRESTOR BE EASILY ACCESSIBLE. ON DON IWR IRRIGATION WRIER RISER RHC REHEAT COIL VAR WASTE RISER DR DRAIN IN NCH RPBP REDUCING PRESSURE BADffLOw WSFU WATER SERVICE FIXTURE UNITS 22. PLUMBING FIXTURES AND FITtI GS SHALL BE INSTALLED N ACCORDANCE WITH THE ARCHITECT: DID DOUBLE WIDTH DOUBLE INLET INM INCLUDE PREVENTER WIR WATER CALIFORNIA PLUMBING CODE.All SOUL INEPT THE APPLICABLE STANDARDS REFERENCED IN DWG DRAWING NSTL INSTALLATION RPM REVOLUTIONS PER MINUTE TABLE 140.1 OF THE CALIFORNIA PLUMBING CODE, Bassenian Lagoni Architects DOUR DOMESTIC WATER RISER NSTR INSTRUME NT RR REIRN AIR(EASIER LOCATION OF ALL EQUIPMENT, OFNT,R FIXTURES,AND POINT CONNECTIONS(SERA. NS1L INSULATION RIM. RANI WRIER LEADER 23. GRAN,WATER,AND GAS)SHALL BE VERIFIED AND COORDNMED WITH THE ARCHITECT,CIVIL., E K S L.ADSCAPE,UTILITY CONSULTANTS.ETC.PRIOR 70 START OF CONSTRUCTION. PLUMBING SHEET INDEX LOCATION: Lake Elsinore NO. SHEET DESCRIPTION REMARKS Riverside PLUMBING DISABILITY NOTES 1 P-1.0 GENERAL NOTES @ LEGENDS - CA PLUMBING FIXTURES PLUMBING LEGEND VALVE SYMBOL PLUMBING MATERIALS SCHEDULES& t. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE 2 P-1.1 CALCULATION - REVISIONS FLOOR SINK P-TRAP SYMBOL REMARKS SYMBOL REMARKS TIGHT GRASPING PINCHING OR TNSiNG OF 1FIE WRIST.CONTROLS FOR FLUSH VALVES SHALL NO. DATE DFSCRIPr10N 0 PLUMBING MATERIALS SCHEDULES& _ BE MOUNTED OR THE ODE SIDE OF]HE 70LET AREA NO MOM THAN 44-11110ES ABOVE THE 3 P-_1.2 CALCULATION ® FLOOR CLEANOUT -0- VENT P-CD CG4 GATE Fes.THE FIERCE REWIRED TO ACTIVE CONTROLSSILW.L BE NO GRATER THAN 5 POUNDS - I 07/13/16 PLAN CHECK 4 P-1.3 PLUMBING DETAILS G P-GAS BALL • FLOOR DRAIN -TP WALL CLEANOUT GLOBE 2 TIGHTASPNG OR INSTW OF THE YRIST NSHALL MOUNTED MOREL 5 P-2.0 PLUMBING ISOMETRIC-THAN PUN 1 _ URINAL FLUSH CONTROLS SHALL BE OPERABLE REQUIRE COLD/HOT WRIER - P-GAS-TEXT µ-RCIES ABOVE THE FLOOR.1FE FOIE REQUIRED TO ACTIVE CONTROLS SHALL BE NOT SANITARY TEE P-SYMBOL GREATER THAN 5 POUNDS FORCE. PLUMBING ISOMETRIC- COLD/HOT WATER - APPROVED SD GAS COCK D6G) GAS SHUTOFF VALVE 6 P-2.1 PLAN 2 - IFOR PERMIT ISSUANCE P-TEXT 3. FDT WATER AND DRAIN PPES UNDER UVA70RES STALL BE NSIAAIED lR OTHERWISE SCO FAZEKAS&ASSOCIATES INC. IM-1 PLUMBING FIXTURE P-CH-TEXT r COVERED.THERE SEAL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, PLAN 3 3Y WYE DIAPHRAGM 7 P-2 2 PLUMBING ISOMETRIC- COLD/HOT WATER - DATE ® I I BUTTERFLY a plans have been reviewed for ad'„aence to the AC UNIT T WYE W/CLEANOUT PLUG P-WV-TEXT I 4. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND B P_y3 PLUMBING ISOMETRIC- GAS ISOMETRIC- -eppli We C des and ordinance -,rvPe is Y. I�I 3-WAY SHALL NOT REQUIRE TIGHT GRASPIG.PNOINS OR TWISTING ORE MIST.THE FOIE PLAN UNITS gran to issue a builds, ^P Deriding CONNECT TO EXISTING HUB DRAIN P-CH-CW p REQUIRED 70 ACTIVE CONTROLS SHALL BE NO GREATER THAN 5 PONDS FORCE 9 P-3.0 IEWR-OPERATED,PUSH-TYPE AND ELECTRONICALLY CON7RCUFD MEO AMCAL ARE PLUMBING ISOMETRIC - WASTE Ac VENT- appro al by I applicable City alter SHEET NAME: P-CH-HW 4-WAY EXAMPLES OF ACCEPTABLE DESIGNS S1F-CLOSING VALVES ARE ALLOWED IF THE FAUCET PUN 1 SUPPLY FIXTURES - - - P-K H-HOUR REMAINS OPEN AT LEAST 10 SCONDS. PLUMBING ISOMETRIC - WASTE k VENT- The swan a or granting of a awed On �J ANGLE GATE 10 P-11 PLAN 2 a r al of hese plans shall no nstrued tc PLUMBING NOTES p-IV-p-BELOW PLUMBING ISOMETRIC- WASTE h VET4T- PP or a prove any violation applicagble & LEGEND �J 90 DEG ELBOW DOWN - ANGLE GLOBE 11 P-3.2 PLAN 3 -code toyr O Mnance. O permit r 'ned to EVE O to 90 DEC ELBOW UP P- �� CHECK <,todes sh 11 lye valid.lolater cancel the p >luns of sucF -i-+�F- TEE, SIDE -------------- P-WV-VENT PLUMBING TITLE 24 NOTES II P-EQUIP PRESSURE REDUCING PROJECT NUMBER.: - � TEE. DOWN VALVE(PRV) 1. BEFORE THE BUILDING MAY BE OCCUPIED.INSTALLATION CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE APPLIANCE STANDARDS OR C.C_FL 71U -}Oi- TEE. UP - - - - - - - M-EQUIP RELIEF OR SAFETY POSTED ADJACENT 10 THE BUILDING PERMR(T) CERTIFICATES SHALL 4,PART 6,SOUL BE 64002 I PIPE CAP MPG GAS(MEDIUM PRESSURE) (NORMALLY CLOSED) --Ali-- UNION SO STORM DRAIN I.I. IDENAND C�.CRCAIFORMA FEATURES �CODE REGUUMS)TO VERIFY COMPLIANCE PAAR THE APPLIANCE STANDARDS - ENGINEER: GZ _ 12J TRIPLE DUTY VALVE 6. DRAFTER: GZ --0 - WATER HAMMER ARRESTER OVERFLOW STORM DRAIN 1.2. INCLUDE A STATEMENT INOCAING THAT THE INSTALLED DEVICES CONFORM TO THE 4 SOLENOIDISSUED DATE: PLOT DATE: �}- HOSE BIBB CONNECT TO EXISTING Ica DI AC;AI VALVE 1/11/2016 07/13/2016 -♦- STUBUP URGE PORTS SHEET NUMBER: P- 1 .0 - ilia 1 i FIXTURE SCHEDULE TANKLESS WATER HEATER SCHEDULE PIPING MATERIAL (JE $ 0 < N EQUIPMENT NUMBER wH-1 INDIRECT WASTE AND CONDENSATE PIPING CPVC/PVC qq i ITEM FIXTURE a; c ; g DESCRP110N LOCATION GARAGE ^ 7�� MANUFACTURER RHEEM OR EQUAL UP OR•AQUAPEX'PEX TUBING WITH PROPEX COLD EXPANSION PLASTIC FITTINGS � `� '�/. DOMESTIC WATER PIPING AND LEAD-FREE BRASS ADAPTORS(FOR TRANSITIONS TO THREADED OR COPPER �. S V 1✓V ♦ WC-1 WATER CLOSET - 3/4' - 3' 27 _ 1.28 GPF(EFFECTIVE FLUSH VOLUME),TANK TYPE,VERIFY MODEL RTG-840VN PIPE),INSTALLED IN COMPLIANCE WITH MANUFACTURES INSTRUCTIONS esngi eA r!qg SELECTION W/ARCH 3 OWNER. TYPE INDOOR an,..Xn•N b"M�A I� NATUAL GAS PIPING BELOW GRADE POLYETHYLENE,IAPMO APPROVED FOR GAS PIPE,OR SCHEDULE 40 BUCK VENTING TYPE DIRECT VENT STEEL WITH APPROPRIATE FITTINGS AND WITH WELDED JOINTS. 4400 Campus Drive SCHEDULE 40 BLACK STEEL BASIN A63,GRADE B)-PIPING A SMALLER L=1 LAVATORY 1-1/2' 1/2' 1/2' 2' 1-1/2' — 1.5 GPM FAUCET VERIFY SELEC110N W/ARCH R OWNER. CAPACITYRANGE 0.4-8.4 GPM SHALL HAVE BUCK MALLEABLE IRON SHALL H BAND ER PATTERN THREADED Newport Beach NATURAL GAS PIPING ABOVE GRADE FITTINGS,PINING 2 1/2'A LARGER SHALL HAVE FORGED STEEL BUTT-WELDING CAPAgTY060'RISE 6.1 GPM TYPE FITTINGS. CA 92660 BTU/HR INPUT 11,000-100,000 BTU/HR SEWER,WASTE AND VENT PIPING INSIDE BUILDING KITCHEN SINK 1-1/2' 1/2- 1/2- 2' 1-1/2' - 1.8 GPM FAUCET.SELECTION IBD BY OWNER. ABOVE FLOOR SCHEDULE 40 ABS PLASTIC PIPE WITH DWV TYPE FITTINGS ENERGY FACTOR 0.82 Newport Beath THERMAL EFFICIENCY 84% SEWER,WASTE AND VENT PIPING INSIDE BUILDING tel 949.752.1612 BELOW FLOOR SCHEDULE 40 Ass(OR PVC)PLASTIC PIPE WITH DNN TYPE FITTINGS. TUB-1 BATHTUB 1-1/2- 3/4- 3/4- 2' 1-1/2' - SELECTION TBD BY OWNER SETPOINT TEMPERATURE 120E fax 949.752.5321 �n F DIMENSIONS 9.9'D X 13.9 W X 25.7'H 1.BUILDING ORAN AND VENT PIPING MATERIALS SHALL COMPLY WITH 2O13 CPC SECTIONS 701.0 AND 903.0. 2.ALL SANITARY SYSTEM MATERIAS SHALL BE LISTED BY AND APPROVED LISTING AGENCY. �[C 3.ALL COPPER PIPING JOINTS UNDER CONCRETE SLAB SHALL BE BRAZED INSTEAD OF SOLDERED. Pal-Springs OPERATING WEIGHT 54 LBS 4.TYPE M COPPER TUBING MAY BE USED FOR ABOVE GROUND WATER PIPING INSIDE OR ON THE BUILDING. TUB-2 BATHTUB 1-1/2' 3/4' 3/4' 2' 1-1/2' — SELECTION 7BD BY OWNER. � WATER COIN. 3/4"NPT 6.BLACK STEEL GAS PIPING BELOW GRADE SHALL BE COATED AS REQUIRED FOR SUCH INSTANATION. te1760.323.5090 �^ GAS CONN. 3/4" NPT I 2.0 GPM SHOWER HEAD.PROVIDE A THERMOSTATIC OR •c SUPPLY 120V SH-1 SHOWER 1-1/2' 1/2' 1/2" 2' 1-1/2- - PRESSURE BALANCE TYPE MIXING VALVE FOR THERMAL SHOCK uo AND SCALD PROTECTION. POWER I -- QD D-1 WASER/DRYER - 3/4' 3/4' 2' 1-1/2' - SELECINN TBD BY OWNER.DW-1 DISHWASHER - - 1/2" - - - SELECTION TBD BY OWNER. DATE SIGNET.7/13/16 RESTACIM NOTICE IMB-1 ICE MARE BOX - 1/2- - - - - SELECTION TBD BY OWNER. THESE oF51r,tNS—VINGS,AND 51£Cfl1CAT10N5 ARE THE IXC W SI VE MOIQTY OF GOUVB µ ENAN.AU- GD-1 GARBAGE DISPOSAL SELECTION 1BD BY OWNER. sroRMATKNJ SNOWNI coNRDENDAL TO ALL RECBTENT$AND NO MT OF THESE DMWNGS CAN RE CONED.TRAN9.4IRED, OR REIROIXKED.NOR CAN ANY STAUCIU—BE MRLT FROM THET1 HB8-1 HOSE BIBB - 3/4' - - - - SELECTION TBO BY OWNER.PROMOS ANTI-SIPHON DEVICE ENGNEERRNG CONA GROUP WTMOUT WRITTEN CON —T M OF GOUVS COPYRIGHT GOUVR FTNGINEHtING HD-1 STANDPIPE WITH HUB BRAIN 1-1/2' TRAP PRIMM - 2' 1-1/2' - SELECTION iBD BY OWNER.PROVIDE 1/2'TRAP PRIIEER. coNaATRGG �xooRAURKHTs -PLUMBING FIXTURES MUST COMPLY WITH GREEN BALDING STANDARDS PROJECT. -CONTRACTOR TO SELECT EQUIVALENT FIXTURES BASED ON BUILDER APPROVED MANUFACTURES. Al IQ S Westridge PA 2D i DEVELOPER: Pardee Homes FIXTURE FLOW RATES (2013 CAL GREEN RESIDENTIAL MANDATORY MEASURES) ARCHITECT: Bassenian Lagoni Architects FIXTURE TYPE MAXIMUM FLOW RATE NOTES WHEN A SHOWER IS SAVED BY MORE RMN ONE S OKRIEAD,1NE C%Wn FLOW RATE OF ALL 9gWER EARS SHOWERHEADS,RESIDENTIAL 2.0 GPM 0 80 PS AND/OR OTHER SH00ER OUTLETS CONIROLIID BY A SINGLE VALVE SHALL NOT EXCEED 20 GPM AT 90 PS,OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SONNY OUTLET TO BE IN WMAWON AT A TIME LOCATION: LAVATORY FAUCETS,RESIDENTIAL 1.5 GPM 0 60 PS THE MINMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS STALL NOT BE LESS THAN 0.0 GPM AT 20 PS. Lake Elsinore Riverside LAVATORY FAUCETS IN COMMON AND PUBLIC AREAS 0.5 GPM 0 60 PS CA KITCHEN FAUCETS 1.8 GPM 0 60 PS KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE,BUT NOT TO EXCEED 2.2 GPM AT III 60 PS,AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GPM AT 60 PA REVISIONS THE EFFECTrW FLUSH VOLUME OF DUAL FLUSH NO. DATE DESCRIPTION WATER CLOSETS 1.20 GALLONS/FLUSH TWO REDUM fWSHES AND ONE FULL FLUSH. 101LET5 R OEM AS THIS COAIP097E,AVERAGE FLUSH VOLUME OF I 1 07113/16 PLAN CHECK URINALS 0.5 GALLON/FLUSH ' METERING FAUCETS .25 GALLON/CYCLE 1.FLOW RATES ARE BASED ON UE 2013 CA FORVA GREEN BUILDING CODE STANDARDS SECTION 4.301. APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES INC. 4 3Y DATE MANDATORY MEASURES FOR SINGLE DWMW HOT WATER DISITiIBl11KN SYSTEMS H�INSULATION THICKNESS These plans have been reviewed T�I adherence to the THE FOLLOWING PIPES ARE INSULATED,TO THE TFICXIESSES REQUIRED BY TABLE 1203A, hereby, codes and ordinan^ '� horzation is INSULATION NOMINAL 1'PE�� hcable Clty a0 pending SHEET NAME: EXCEPT FOR THOSE SECTION OF PIPE THAT ARE SI&ECT TO ONE OF THE EXCEPTIONS MEAN N WKS ranted tD issue a bull BELOW FLUID TEMPERATURE approval by all app• PLUMBING RANGE(,) TEMPERATURE I AND LESS (TREATER MATERIALS THAN 1 rantin of a rased oo SCHEDULES`, • THE FIRST 5 FEET OF HOT AND CDID WATER PIPES FROM HE STORAGE TANK. P licable ( ) The issuance or g 1 rued to • ALL PIPING WITH A NOMINAL DIAMETER OF 3/4"OR LARGER. 105-140 1D0 1.0 1.5 permit or app approve an SViOlatl� medpto give & CALCULATION • ALL PIPING ASSOCIATED WITH A DOMESTIC HOT WATER RECIRCULATION SYSTEM codes or ordinance. No parr, REGARDLESS OF THE PPE DIAMETER,EXCEPT WIZEN COLD WATER RETURN IS USED IN -BASED ON CEC TABLE 120.3-A to violate or cancel the ons of such A DEMAND SYSTEM. -Atha shall be valid. • WING FROM THE HEATING SOURCE TO STORAGE TANK OR BETWEEN TANKS. "odes PROJECT NUMBER: • PIPING WATER PIPES FROM THE HEATING SOURCE TO THE 107CFEN FIXTURES. 64002 it THE FOLLOWING SECTIONS OF PIPE DO NOT HAVE TO BE INSULATED: ENGINEER: GZ • PIPING INSTALLED IN INTERIOR OR EXTERIOR WALLS THAT IS SURROUNDED ON ALL SIDES BY AT LEAST 1 NCH OF INSULAIM. DRAFTER: GZ • PIPING 14STALIID IN ATTICS WIN A MINIMUM OF 4 INCHES OF ATTIC INSULATION ON TOP. ISSUED DATE I PLOT DATE: • PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE 1/11/2016 07/13/2016 • PPE NSULA71011 FOR THE DISTANCE OF THE FRAMING PENETRATION.METAL PIPING THAT PENETRATES METAL FRAMING SHALL USE GROMMETS,PLUGS,WRAPPING OR SHEET NUMBER: OTHER INSULATING MATERIAL TO ASSURE THAT NO CONTACT IS MADE WITH THE METAL FRAMING.INSULATION SHALL BUTT SECURELY AGAINST ALL FRAMING • I MEMBERS. (E WMS engin�erin uWriR S'"�'A irc. FIXTURE UNIT CALCULATIONS - PLAN 1,2&3 WITH OPTION FIXTURE UNIT CALCULATIONS - PLAN 1,2&3 eCa„pus1J11Ve DOMESTIC WATER DRAINAGE DOMESTIC WATER DRAINAGE Newport Beach CA 92660 FIXTURE TYPE QTY FIXTURE TOTAL WATER TOTAL HOT DELI TOTAL HOT DEMAND FIXTURE TYPE QTY FIXTURE TOTAL WATER TOTAL HOT DFU TOTAL HOT DEMAND DEMAND DEMAND(WSFU) WATER DEMAND DEMAND DEMAND(WSFU) WATER DEMAND Newport Beach WATER CLOSET, FLUSHTANK 3 2.5 0.0 7.5 0.0 3 9 WATER CLOSET,FLUSHTANK 3 2.5 0.0 7.5 0.0 3 9 tel 949.752.1612 BATHTUB 3 4.0 4.0 12.0 12.0 2 6 BATHTUB 2 4.0 4.0 8.0 8.0 2 4 fax 949.752.5321 SHOWER, PER HEAD 1 12.0 2.0 2.0 2.0 2 2 SHOWER, PER HEAD 1 2.0 2.0 2.0 2.0 2 2 LAVATORY 5 1.0 1.0 5.0 5.0 1 5 LAVATORY 5 1.0 1.0 5.0 5.0 1 5 Palm Springs CLOTHES WASHER 1 4.0 4.0 4.0 4.0 3 3 CLOTHES WASHER 1 4.0 4.0 4.0 4.0 3 3 te1760.323.5090 DISHWASHER 1 0 1.5 0.0 1.5 0 0 DISHWASHER 1 0 1.5 0.0 1.5 0 0 KITCHEN SINK 1 1.5 1.5 1.5 1.5 2 2 KITCHEN SINK 1 1.5 1.5 1.5 1.5 2 2 _ HOSE BIB 2 2.5 0.0 3.5 0.0 0 0 HOSE BIB 2 2.5 0.0 3.5 0.0 0 0 TOTAL FIXTURE UNITS 35.5 26.0 27 TOTAL FIXTURE UNITS 31.5 22.0 25GYI EQUIVALENT WATER DEMAND IN GPM 24 18 EQUIVALENT WATER DEMAND IN GPM 24 18 No M34279 REQUIRED MINIMUM PIPE SIZE 1-1/2" 1-1/2" 3" REQUIRED MINIMUM PIPE SIZE 1-1/4" 1-1/2" 3" or DATE SIGNER 7113/16 ItIEMICT1VE NI TYPICAL WATER CALCULATIONS FOR PLAN 1 TYPICAL WATER CALCULATIONS FOR PLAN 2 TYPICAL WATER CALCULATIONS FOR PLAN 3 H�oEs�Nz�AwnNGxANo SPECIFICATIONS ME THE EXC . PROPBrTY OF GOIMS ENGYNEERMG cormlriNc GRour.ANo Au RYgIMATION sHowN rs cOENTIA� STREET PRESSURE: 65PSI MIN./75PSI/MAX." STREET PRESSURE: 65PSI MIN./75PSI/MAX. STREET PRESSURE: 65PSI MIN,/75PSI/MAX.' TO- -NO P1-TMT OF THESE METER SIZE: 3/4"FOR 24 GPM FLOW METER SIZE: 3/4"FOR 24 GPM FLOW METER SIZE: 3/4"FOR 24 GPM FLOW xA -N 0 13,TRANVERREo, PIPE MATERIAL: TYPE"L"COPPER;PEX PIPE MATERIAL: TYPE"L"COPPER;PEX PIPE MATERIAL: TYPE"L"COPPER;PEX s nuc uREs eER AET Ron THEn NITNOUT WIUTTEN CONSENT OF GOIIVIS COLD WATER MAX.VEL.=8 FPS; HOT WATER MAX.VEL.=5 FPS COLD WATER MAX.VEL.=8 FPS; HOT WATER MAX.VEL.=5 FPS COLD WATER MAX.VEL.=8 FPS; HOT WATER MAX.VEL.=5 FPS ENGPoEERRVG CONSULTING GROUP COLD WATER COLD WATER COLD WATER CONSULTEVG GROUP moR ALL RIGHTS RESERVED 1.3/4"METER LOSS,PSI 5.8 1.3/4"METER LOSS,PSI 5.8 1.3/4"METER LOSS,PSI 5.8 2.20 FT STATIC LOSS,PSI 8.6 2.20 FT STATIC LOSS,PSI 8.6 2.20 FT STATIC LOSS,PSI 8.6 PROJECT: 3. MINIMUM PRESSURE REQUIRED,PSI 20 3. MINIMUM PRESSURE REQUIRED,PSI 20 3. MINIMUM PRESSURE REQUIRED,PSI 20 AURA 4.3/4"BACKFLOW PREVENTER,PSI 12 4.3/4"BACKFLOW PREVENTER,PSI 12 4.3/4"BACKFLOW PREVENTER,PSI 12 Westridge PA 2D 5.TOTAL LOSSES,PSI(1 THRU 4) 46.4 5.TOTAL LOSSES,PSI(1 THRU 4) 46.4 5.TOTAL LOSSES,PSI(1 THRU 4) 46.4 6.WATER PRESSURE(MIN),PSI 65 6.WATER PRESSURE(MIN),PSI 65 6.WATER PRESSURE(MIN),PSI 65 7.PRESSURE AVAILABLE FOR FRICTION,PSI 18.6 7.PRESSURE AVAILABLE FOR FRICTION,PSI 18.6 7.PRESSURE AVAILABLE FOR FRICTION,PSI 18.6 8.ACTUAL LENGTH OF SYSTEM,FT 95 8.ACTUAL LENGTH OF SYSTEM,FT 100 8.ACTUAL LENGTH OF SYSTEM,FT 105 9.DEVELOPED LENGTH 130%OF ITEM 8 123.5 9.DEVELOPED LENGTH 130%OF ITEM 8 130 9.DEVELOPED LENGTH 130%OF ITEM 8 136.5 10.AVERAGE PRESSURE DROP,PSI/10OFT 15.0 10.AVERAGE PRESSURE DROP,PSI/10OFT 14.3 10.AVERAGE PRESSURE DROP,PSI/100FT 13.6 NOTE:"IF STREET PRESSURE EXCEEDS 80 PSI,A PRESSURE REDUCING VALVE IS TO BE NOTE:"IF STREET PRESSURE EXCEEDS 80 PSI,A PRESSURE REDUCING VALVE IS TO BE NOTE:'IF STREET PRESSURE EXCEEDS 80 PSI,A PRESSURE REDUCING VALVE IS TO BE DEVELOPER: INSTALLED INSTALLED INSTALLED Pardee Homes ARCHITECT: PIPE SIZING CHART,PEX Bassenian Lagoni Architects FOR VELOCITY OF OFFS(CW)AND 5FPS(HW);PRESSURE LOSS PER 10OFT IN PSI-1 to PIPE SIZE COLD W TER HOT WAT R FU GPM 1/2' 2 2.6 2 2.7 3/4' 7 6.7 6 5.5 Lake Elsinore 1' 18 13.2 12 9.1 CAelSide 1-114" 33 21.7 19 13.6 54 30.3 1 27 18.9 REVISIONS 2• 130 51.9 58 32.4 NO. DATE DESCRIPTION BASED ON UPONOR AQUAPEX PRESSURE LOSS TABLES IN CH 4 OF THE PLUMBING DESIGN ASSISTANCE MANUAL I 07/13/16 PLAN CHECK J APPRO\/r-D FOR PERMIT i.':DANCE SCOTT FAZEKAS&A:,SOCIATES INC. 3Y DATE These plans have been revie:^-•1 for adherence to the applicable codes and ordln.^,ce. Autho,,zation IF i nereby granted to issue a P11"It oendinc SHEET NA approval by all applicable Cit, PLUMBING The issuance or granting m based on MATERIALS approval of these plans sl ni trued tc SCHEDULES`, permit or approve any vil pplicable & CALCULATION codes or ordinance. No r --need to give authority to violate or canCL ,-visions of suet ;odes shall be valid. PROJECT NUMBER: 64002 ENGINEER: GZ DRAFTER: GZ ISSUED DATE PLOT DATE: 1/11/2016 07/13/2016 SHEET NUMBER: P- 1 .2 Iil I i I FROM GAS SUPPLY V.T.R. �g MINIMUM ABOVOOF E hiREESSFIEOLD HEIGHT 6'MIN. TAILIPS WATERTIGHT ROOF FLASHING COLLAR; OR EXTERIOR INTERIOR 1 E EQUAL WALL WALL w � s ' SEAL ALL EDGES OF SHUT OFF VALVE EN V r iJ FLASHING COLLAR W/ FILL W/ MASTIC I' MIN. engine"r qu ROOF CAULK mrwn�sa"*•v.me ' FLUSH WITH FlNISNED SURFACE SHINGLES 4400 Campus Drive PIPE O.D. FINISHED SURFACE GRADED TO DRAIN Newport Beach ROOFING CLAMPING RING CA 92660 1' MIN. TO EQUIPMENT/ WATERPROOF PAN OR LINER CONTROLS UNDER CLAMPING RING Newport Beach INCREASER FITTING AS trA 949.752.1612 REWIRED FOR FROST SEDIMENT TRAP SHALL BE EITHER A TEE FITTING fax949.752.5321 CLOSURE LINK SEAL SCH. 10 STL. DR WITH A CAPPED NIPPLE IN THE BOTTOM OUTLET• OR 3"MINIMUM SHORWER DRAIN DETAIL C.I. WALL SLEEVE OTHER DEVICE RECOGNIZED AS AN EFFECTIVE (NIPPLE) SEDIMENT TRAP. Palm Springs SIZE - AS PER DRAWING tei 760.323.5090 TYPICAL VENT THROUGH PITCHED ROOF TYPICAL EXTERIOR WALL SLEEVE TYPICAL GAS CONNECTION TO EQUIPMENT TYPICAL SHOWER PAN AND DRAIN GYI 0~4 SCALE:NONE SCALE:NONE SCALE:NONE SCALE:NONE ' No M34279 OF. —AIR HANDLING UNIT OR DATE SIGNED 7113/16 AIR CONDITIONING UNIT COOLING COIL RESTRICTIVE NOTICE { DRAIN PAN �1y1 SECTION THEE oEzwNz onAvmaGz uD CAP VENT JOSAM 56000 SERIES KLEENATRON rrtclRUTaHSAU THE°rcwsrvr CLEANOUT WITH-LEVELEZE F RIrORMATION SHowHs caHH�oemA� SECURED RIM h ADJUSTABLE COLLAR; OR cGNSULTMG GRour u�O Au SCORIATED COVER APPROVED EQUAL. TO ALL REcreRxrs AHO Ho rART or THESE !��(�p'1 o1uNw3Gs OR O eEcorm.TRAH5IERREo, MAY D AS FINISHED WASTE OR VENT � w1 TMa+T TTMCOcr TOF caurrs CLEAN � LEVELEZE ADAPTOR I.S e•/ewEeuHG caHSU-m colour FLOOR ADJUSTABLE -OUT COLLAR 4"MIN coCHaiLTwiHG GROUP ua Au MHTS TRIP LEVER WALL Ra m PLUGGED TEE W/CLEANOUT CONDENSATE DRAIN LINE PROJECT: 3/4-MIN.(TYPE M COPPER OVERFLOW TO DISCHARGE INTO WITH WROUGHT COPPER FIlflTTING)TUBING FIXTURE SIDE OF TRAP FLOOR LINE `DRAIN PLUG A�•" TABLE 312.3 CMC2013 Westridge PA 2D POP-UP INT TONS CAPACITY MIN CD PIPE SIZE WASTE SHOWN UP TO 20 3 4 INSIDE CAULK GASKET ` 21-40 1" CONNECTION CLEANOUT 1'�1.E 41-90 1-1/4' SHOWN WITH PLUG 91-125 1-1 2' BALANCE OF PIPING SAME JOINT GASKET AS CLEANDUT TO GRADE. 126-250 2" NOTES: BALANCE OF PIPING FLOW -- pn 1. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED SAME AS CLEANOUT 2. SLOPE ALL CONDENSATE DRAIN LINES AT 1X TO GRADE 3. CONDENSATE DRAIN PIPING SHALL BE TYPE 'DWV" HARD DRAWN COPPER DEVELOPER: TUBING WITH WROUGHT COPPER FITTINGS, 50-50 SOLDERED JOINTS. Pardee Homes TYPICAL FLOOR CLEANOUT TYPICAL BATHTUB WASTE AND OVERFLOW TYPICAL WALL CLEANOUT CONDENSATE PIPE SCALE:NONE SCALE:NONE SCALE:NONE SCALE:NOW MANDATORY MEASURES FOR STMOLE DELLNC HOT WATER OISTRIBUMN SYSTEMS ARCHITECT: Bassenian Lagoni Architects 1 1. A CATEGORY M OR IV VENT,OR TYPE B VENT WITH STRAIGHT PPE BETELTN THE OUTSIDE TEMMNAT10N AND THE SPACE MX THE WATER HEATER IS INSTALLED. 2 A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES 1,110"IBM INE BASE OF THE NSTALLED WATER BLAI R.AND ALLOWS NATURAL ORANNG WITHOUT PUMP ASSISTANCE. LOCATION: 3. A GAS SUPPLY LME VATH A CAPACITY TO PR%W AT LEAST 200.000 EITU/HR TO Lake Elsinore THE WATER HEATER. NQff.S:. SINK IN Riverside FLUEO O GAS SHUTOFF VALVE. ISLAND COUNTER - �� 90* ELBOW C / IAMPO APPROVED DECK-MOUNTED\ CA 5 COLD WATER INLET WITH SERVICE VALVE rQ DISHWASHER AIR GAP FITTING WATER HAMMER ARRESTOR O(BALL VALVE). ISLAND ( l -WADE MODEL W-5 REVISIONS CABINET \ 1 1/2" VENT UP I I WASHING MACHINE BOX O HOT NO. DATE DESCRIPTION W TER OUST NTH SERVICE VALVE h IN WALL WH-1 TA ( o7n3/I6 PLAN CHECK __.� O OPROVIDE TEMPERATURE AND PRESSURE 2-45' RELIEF VALVES DISCHARGED TO DAYLIGHT \� ELBOWS I AIIPROVED © ❑ AT 6" ABOVE FINISHED GRADE WITH AN I I FOR E MIT V: 3UANCE UNTHREADED ELBOW TURNED DOWN PER 1 1/2" I TO SINK TRAP J TT FAZ S&ASSOCIATES INC. LINE SIZE \ HOSE 90p� h? 2010 CPC SECTION 608.5. CLEANOUT FROM DISHWASHER BIBBS DATE_�--�-- � � OJ A CATEGORY III OR IV VENT, OR TYPE B 2• DISTANCE DUNE SIZE WALL � OCLEANDUT hese shave reviewed for adherence to the VENT WITH STRAIGHT PIPE BETWEEN THE VARIES a BEHIND ACCESS lica I codes ordinance.Authorization Is W751DE TERMINATION AND THE SPACE FIN. FLOOR---\ ,I PANEL a eby anted t I Bay' '�i nermlt pending WHERE THE WATER HEATER IS i,i 01• INSTALLED. II � pprOV y all app C a 6 SYSTEM CONTROLLER. l_ ( \y ,�� COUNTER TOP 1 1 he IS once Of g Ming 01 a 1•e,mfl based Oto n O O ` I I I .r'-'ua•.onstrued le 4 O J O EXPANSION TANK PER CPC AND \ / permit oePG s p ans f g SHEEP NAME: 1 I PP rov nY vi ^" �n'^'ePPlicable N ,1•press med to ive < O 2 7 MANUFACTURER'S RECOMMENDATIONS. SINK / Codas ordlna e o� nrovislOnS Of suet PLUMBING Y author to violat) be val r can.-� G ----�GAS SUPPLY 2" \' 1 :1/2 11T — 1/2"HOT 1/2"C ' 1vr DOMESTIC WATER < WATER DISHWASHER - COLD WATER SUPPLY TRAP— PROJECT NUMBER: TAIL PIECE OR GARBAGE DISCHARGE I 64002 O SLOPE DISPOSAL WITH HOSE +I 2"WASTE HOT WATER DISHWASHER CONNECTION ENGINEER: GZ 2" TRAP AND DRAFTER: GZ WASTE PIPE ISSUED DATE PLOT DATE: TANKLESS WATER HEATER ISLAND SINK WASTE &VENT TYPICAL RESIDENTIAL KITCHEN SINK AND DISHWASHER TYPICAL WASHING MACHINE BOX 1111/2016 07/13/2016 SCALE:NONE SCALE:NONE SCALE:NONE SHEET NUMBER: SCALE:NONE P- 1 .3 GOUVIS engile 4400 Campus Drive Newport Beach CA 92660 1l�2 3 (4CWFUA'4HW/4•CW1HWFU) Newport Beach _ tel 949.752.1612 \ \ 3/4'CWk1/2•H) fax 949.752.5321 (2CWFUh21i19,1) /^\ 3/4'CWk1/2•HW Palm Springs� \\\ (325CY9U/4•CW ) te1760.323.5090 / \ (3sCMFUh,HWFU) \ Jul \\ 1 \ 3/4'CW \��(12.5CWU /J (25CYFU) aYl j4C `t \\\ (/4 t�uy // FHB-1 (14•NFUtr.W71WFU) No W34279 \ 3/4'CWAHW (ec*VMHW U) / w/gQ=j DATE SIGNED:7/13116 RESrRK'TIVE NOTICE � \ � 1-1/4'CWSHW \ s c�mciloru;i,R¢n�ieoccw�e \ \ (1&SCWFU315HWFU) G xaai0`—Tsaw�Nacw%Nnr� \ \\f/w� laarvin or couYs ENG1NFaUN oDIIAwINGScw EC0I%D TI TwMNtm OR REPRO[M K IIM IR MA m 1=1 \ Wnr WTwINGC COL TOF 0`R S SIRITMIET SICON!04r THEM ,—,/4'Cwkt"Hw e,GRlEsau coNruETRw GRouR \ / (22CYIFUt1811WFU) \ co/ PYRKJR GO1N691GWE9 m L ' —1'Cwk3/4 HW \ CONAM1TNG GRWRPD ALL RKaMTS TUB-7 / (7.5CWU&5HWFU) \ (30.5CWFu322MMFU) I PROJECT: ECT:� Cwt3/wH�schaWU) ,-1/4•CW&HW AURA 3/4•CawW ) Westridge PA 2D SOLAR THERMAL POC \ ,'crNt3/4'HW (7.5CM}Ut51WU / DEVELOPER: Pardee Homes / 3/4'CW6HW �1-1/4'CW / ARCHITECT: (30.5cwFu) I I _ Bassenian Lagoni Architects I � JAL LOCATION: Lake Elsinore TtIB—, Riverside CA REVISIONS NO. DATE DESCRIPTION I PLBG ISOMETRIC-COLD/HOT WATER- PLAN 1 OPTION I 07/13/16 PLAN CHECK SCALE:NONE APPROVED REFER 10 CIML PLAN T ISE FOR EXACT WATER METER SCOTT FAZEKAS&ASSOCIATES INC. LOWION 3Y DATE These plans have been reviewed for adherence to the applicable codes and ordinance.Authorization is hereby granted to issue a b1''-�n9 permit pending approval by all applicable City z ..�<a. SHEET NAME: PLBG ISOMETRIC-COLD/HOT WATER- PLAN 1 The issuance or granting hermit based on PLUMQING ISOMETRIC approval of these plans sha� ,�I��,he applicable COLD/HOT WATER permit or approve any vlolz ,resumed applicable able PLAN 1 codes or ordinance. No pe SCALE:NONE authority to violate or cancel �. _revisions of suc codes shall be valid. PROJECT MBER: 64002 ENGINEER: GZ DRAFTER: GZ ISSUED DATE PLOT DATE 1/11/2016 07/13/2016 SHEET NUMBER: 1-200 f 1 Ii li - GOMS engineering nMn^EErovP me 4400 Campus Drive Newport Beach CA 92660 Newport Beach \ tel 949.752.1612 I fax 949.752.5321 \\ Palm Springs tell 760.323.5090 3/4-CW \•/\/i "}��I / 7)- .4' l CaTNo G YYt 34278 3/ CW - SCiU (I C/4Fl� )SIL1 i MM DATE SIGNED-.ms/Isp i RFSTRICTiVE NOME —3/4�CW1 Dea+ w -D 3/4' E THE E%cw9VE / (�) \ PRDPERTTOF GOAMP. INEEIUNG CDNflRTING GRODP.ANDALL .� TO ALL RECIMEMS AND NO PART CF THESE RfORMATgNSFgWN6 CONriDRR1AL oMWMIGS GNaE COPIED,TMNYERRED, \ \ OR 119RODUC®.NOR GN M1Y SIRUCTUR6�C PROM THEM WnSIWTVMITTEN CONSENT OF GOUVIS (6.5cw3HW ENGRJ[HIMG COPBUM—GROUP / (B.SCWFUk4NWFU) � 3/4-CWk1/211 \ 3/4�CWhHW i coNNI-0001t0UP AEI-- (3.5CWUd1HWFU) \\ (4CMFU&4H*U) RESERVED \ �i ` PROJECT:\ _ (12CWFU8;7HWFU •mow �\\ 1•CWAl11Y � \ AURA 1-CWa3 \ \ (17CWFUQ12HwFU 3/4-�,„ \ \ Westridge PA 2D (7.5CFkU/438HF6U (2.5CWFU) _ \ ; \ -CWAHW i (4 CIFLIW 1 (13.SCNFUBdp1WFU\\ CFFUtM11WU) \\ \ \ 1-CWIk3/4-HW 3/4'CWlHW \ DEVELOPER: (3O.5C CWR1-1/4 \ (30.5CMFUh22HIWU) \\ Pardee Homes ' PLBG ISOMETRIC -COLD/HOT WATER- PLAN 2 OPTION \\ ARCHITECT: SOLAR 11ERMAL POC \ SCALE:NONE Bassenian Lagoni Architects 30. i LOCATION: Lake Elsinore C\ Riverside REVISIONS NO. DATE DESCRIPTION I 07/13/16 PLAN CHECK I APPRO\P D FOR PERMIT ISSUANCE SCOTT FAZEKAS&AL SOCIATES INC. HW-1 3Y CATE "he se plans have been reviewed for adherence to the SHE NAME: applicable codes and ordin^ice.Authorization is REFER TO CIVIL PLAN Hereby granted tc issue a t wing permit pending PLUM ING ISOMETRIC WATER FOR EXACT ER METER approval by all applicable City dues. LOCATION COLD/HOT WATER PLAN 2 the issuance or granting c' a permit based on approval of these plans sh, at be construed to permit or approve any viol of the applicable codes or ordinance. No p, presumed to give PLBG ISOMETRIC - COLD/HOT WATER-PLAN 2 authority to violate or cancel rovisions of such PROJECT NUMBER: zdes shall be valid. SCALE NONE 64002 ENGINEER: GZ DRAFTER: GZ ISSUED DATE'PLOT DATE: 1/11/2016 07/13/2016 SHEET NUMBER: P-2. GOvVIS engige '^^'!S^•A^x 4400 Campus Drive Newport Beach CA 92660 Newport Beach te1949.752.1612 fax 949.752.5321 Palm Springs te1760.3235090 3/4'CW � 1♦OB-1\(2.5CWU) gYI Z*ten_ No M34279 /1 1=1 3/4'CWaFWF OF (6.5CWUa4Hwft)) �1 DATE SIGNE6 7/13/16 J, 3/4'CWa1/2-HW \\ RrsTRIc7rvE NOTICE �I 3/4'CWa1/z'Hw w _ (zctwuaxHWFt/) r� \�(3.5CVFU&IHWFU) \ \ THESE DEVGNs,DPwv-nNGZ AND KKKKKK PROPERTY OE GOUNS ENGINEE—G / 1�1 \ TIONS ARE THE IXCLUSIVE � CONSULTING GRIX1P,MID ALL \ / 3/4'CWa1/2'HW NWORMATRJN SHowNa coNHDENruL -7\ 3/4•CW \/ (ZCNF'Ua2HWFU) T--—.cov�E—D.RT�w�ra�srtRRen \:\`;\ (2.5CWFU) / / STRUCRIRES&:BINLFIOM THEM \\\ // \ / w1TFgUTWRITIEN GOl15EffTOF GOUVS ENGRJEERNVG CONSULTMNG GROUP Lam. / / (1.5CWFUa3HWFU) \ \ / / COPYRIGHt GOW:ENGINEERING WC-1 / / I CONA1LlING GROUP ALL RIGHTS 3/4'CWatIW / 1'CWa3/4'HW RFglt 3/4•CW&HW . \\ TUB-1 (4CWFUa4HWF\ / (&5CwNaeHWFU) PROJECT: (CFFU&4w u) ' \\ // AURA (14CWFt1aeHWFu) \ \� Westridge PA 2D / '22CIW:Uk;fk,WF1,?WM� / 3/4'cw&Hw \ (4CWFUa4HW U) \\ 1-1/4'CWa1-1/4 \ (3O5 WU&2214WlJ) \\ DEVELOPER \ Pardee Homes SOLAR THERMAL \ / ARCHITECT: / Bassenian Lagoni Architects / wH-1 LOCATION: Lake Elsinore Riverside CA 1-1/4' \\I1',\II (30.5C1w'U) <\\ \ \ REVISIONS \ NO. DATE DESCRIPTION 3/4'CWMIW I 07/13/16 PLAN CHECK (4CMFUa4HMFU) \ 1'CWa3/4'HW \\ 7.5CWFUa5HWFu) NR i I 4L=, 09 HBB-1 APPR-'2D SHEET NAME: FOR PERMIT UANCE SCOTT FAZE &�;�SOCIAT REFER TO WAIVI PLAN PLUM ING ISOMETRIC FOR EXACT WATER METER ATG RI AN LOCATION PLBG ISOMETRIC - COLD/HOT U , - R -. T_ \� PAN"HOT WATER PLBG ISOMETRIC -COLD/HOT WATER- PLAN 3 SCALE:NONE applicable codes and ordnance.Authorization is hereby granted to issue a .riding Delmit pending SCALE:NONE approval by all applicable Cr -gcnaes. The issuance or granting of a permit based on PROJECT NUMBER: approval of these plans sl .'I not Le construed to permit or approve any vi, of ine applicable 002 codes or ordinance. No F presumed to give authority to violate or canoe...�F provisions of such codes shall be valid. ENGINEER: GZ DRAFTER: GZ ISSUED DATE PLOT DATE: 1/11/2016 07/13/2016 SHEET NUMBER: I i P-2.2 (�1511 90 CFH) 314r*G( 90 CFH) GAS COCK GAS COCK FAU ^ �]�C (-4a'90 CFH) GO Vr�• S cAS COD( RWO bt1 IlI@.t_kqg (-70'65 CFH) 4400 Campus Drive DRYER Newport Beach (-36'35 CFH) rGAS GAS COCK COCK CA 92660 4/a 3/4'C(-70'85 CFH Newport Beach DRYER («33'35 CFH) tel 949.752.1612 fax 949.752.5321 ICI 3/4'G(-46'125 CFH) Palm Springs tel 760.323.5090 3/4'G(«51'125 CFH) 1/YG(-44'65 CFH 1-G(-70'190 CFH) QD 1-G(-51'190 CFH) DATE SIGNED:7/13116 RESTRcnvE NOTKE THESE DESIGNS.DRAWING;AND RANGE �SlK1RCA—ARE EEE EXW AS (-44'65 CRT) C—T GROUP.AND— WATER HEATSINIOIIIMTgNSHOWN.CONnDENML TOALLRAWINGS CAN BE AND—PARTOFTHESE OR (-IS'200 CFH) D RE COPIED.TMNSIe1RED, 1-1/4'G(-51'390 REPRODUCED•NDR GN ANY 3/4'G(-18'200 WATER HEATER Wm OUTIInENcolaiNTa�GNoum (-18'200 CFH) ENGMFERYVG CONSULTNG GROUP GAS COCK 1-1/4'G(-70'390 GAS COCK 3/4-G(-18'200 CFH co00fflk w GROIn3moaR�EEAGMNTs �I ReRAYED GAS COD( PROJECT: AURA j GAS MEIER -SIZING METHOD PER CPC 1216.1.1 8:1216.2 -SIZING METHOD PER CPC 1216.1.1 h 1216.2 Westridge PA 2D , LONGEST PIPE RUN: SP LONGEST PINE RUN: 70' GAS PRESSURE: 7'WATER COLUMN GAS PRESSURE: 7'WATER COLUMN GAS ISOMETRIC- PLAN 1 GAS ISOMETRIC- PLAN 2 GAS MEIER SCALE:NONE SCALE NONE DEVELOPER: Pardee Homes 3/4-G(-75'65 CFH) ARCHITECT: RANGE Bassenian Lagoni Architects (-7V 65 CFH) F U LOCATION: 90 CFH) GAS 000(r S COD( Lake Elsinore Riverside 3/CG(-6{'90 CFH CA REVISIONS NO. DATE DESCRIPTION 1 07/13/16 PLAN CHECK i DRYER (-35'35 CFH) GAS COCK 3/4'G APPI'^,;ED(-84'125 CFH) FOR PERT. SSUANCE SCOTT FAZEKAS LSSOCIATES INC. SHENAM 3Y __.DATE 1'G(-75'190 CFH) These plans have been rr:ewed for adh;.::e to the PLUMBING ISOMETRIC WATER HEATER applicable codes and(,�:�nance.Ana,nzaiion iP GAS (-18'200 CFH) hereby granted to issue F aidinr; :pending PLAN UNITS approval by all applicable rant +i 3/4'G(-18'2l)t1 CFH) The issuance or g . pbr I+ based or approval of these plans r•nt be—shued tt permit or approve any I 'I dpplicablE PRO) NUMBER: GAS COCK codes or ordinance. N ples;•nled to givr authority to violate or ce +r v,yons of suet 64002 codes shall be valid. ENGINEER: GZ DRAFTER: GZ GAS METER -SIZING METHOD PER CPC 1216.1.1 6:1218.2 ISSUED DATE PLOT DATE:LONGEST PIPE RUN. 75' 1/11/2016 07/13/2016 ' GAS ISOMETRIC PLAN 3 GA PRESSURE: 7'WATER COLUMN SHEET NUMBER: - SCALE.NONE P—2.3 GOLLTWS ongiqe � 4400 Campus Drive ! Newport Beach ;. CA 42660 tel Beach 2'�ViR /�i� fax 944.752.5321 Palm springs 2-V(7DFU) tel 760.323.5090 I1 1/YV(2DFU) I \\\T I I1-1/2X2DFU) I 1 1113427 I \ 1 I I z•K )\ j 2'v(MFu)I I 1 -1/2 V(2DF11) DATE SIGNED 7113116 2XII)F„) I I I RESTRICTIVE NOTICE 2•W( \I I I W/0 I I I - srrcncAnotR,uMi I I maan of cams eNc 2"VIR we-,I axaRxTNc GRaaP,u+o ui I\ NWRrvagN suowN c«xaloanAc 3-GCO 'o°eA�wrxac�on"otoe�a�r+u�Ea TROO, 3•w(JOF I I 2IM ' I WrFiiouT MITTENDNXJL;or 2-V(70FU)I 1 \� Z�VIR axrRwlrtcarveINGNist— , ����� I �l ( // � cananTNc cRax mo6Aue�rtns y 2-XQFU) I / Sl I PROJECT: W/ 2 V(6DFU)' i I i /—/� AURA \z Westrid a PA 2D z-K5DFUL- I 12 X5DFu) $ a ,-1/z•aC2oFUJ f� u r�� 3-���/ r 2- 2x2DFU)htrl-z U) V1R \ / i 1-1/2-V(2DFU) i 3•W(5DFU) \ Y \\ ) //3. 1 ) 1 12-WWFU) DEVELOPER / I I Pardee Homes / 3•W(16DFU) \ 2-W(20FU) 2 / \ �50FU)) ARCHITECT: / \ eassenian Lagoni Arch&ects 3-RCO 3-W(,DFU) 3-WCO 3-W(7DFU) / 3•N(4DFU) LOCATION: / 3-W(20DFU) / Lake Elsinore V \ Riverside / CA / \ 3•X60FU) 4-GCO REVISIONS NO. DATE DESCRIPTION REFER TO CIVIL PLAN J I 07113/16 PLAN CHECK ! FOR CONNUATKIN. PLBG ISOMETRIC-WASTE&VENT- PLAN 1 PLBG ISOMETRIC-WASTE&VENT- PLAN 1 OPTION SCALE:NONE SCALE:NONE - APPR^':9D ! FOR PERMI- SUANCE li SCOTT FAZEKAS& SOCIATES INC. SHE.7 NAME: 3Y DATE These plans have been rev':•.ved for adherence to the PLUMBgING ISOMETRIC applicable codes and orc--3nce.Authorization is PL SV7Et& VENT Hereby granted to issue e adding permit pending F229—P NISH FLOOR AND UPSTREAM MAN approval by all applicableThe issuance or C encies. HOLE RIM ELEVATION ed on No-' NISH FLOOR UPSTREAM M.H. RIM approval of these plane c ��not permit construed to 1.2.11 1491.21 codes or orermit or dnance.ove Nc 1 r the applicableprethc-ap li giOIECT NUMBER' authority to violate or car„ provisions of such 64002 REFER TO CIVIL PLANS SHEET 3 OF 4 codes shall be valid. ENGINEER: GZ DRAFTER GZ ISSUED DATE PLOT DATE 1/1112016 07/13/2016 SHEET NUMBER P-3.0 L GOUVIS �glgi11�C1'itly 4400 Campus Drive Newport Beach CA 92660 Newport Beach tel 949.752.1612 fax 949.752.5321 / V'VIR Palm Springs l 11 tell 760.323.5090 / "05-11(10UFu) I I I � z"vIR I I 1-1/2.11(XFU)II ( MU279 II ,1-1/rV(lDFU) - - I I I I II ur 1 2-411DFU) sH-1 I II I I 2'w(2DFu 1 II DATE SIGNED nuns RESTRICTIVE NOTICE I 36DFU� I _Iinu n�ie Excwsn>: \2"V!l I 2IVrR rRoratrr ar cotrvs wciNEDtNc '. 3"w(iyu) l`w�r� iNialeunoN Vlovm6 eoNnoENML 2"V(7DFU)/// \J YI/ I I l Toou�wrxs uN aEu� vAaTaT pE 3"GCO / YGCO I I J 2"W(20FU)I I J Olt RERIODUCED.NOR CMJ MY �Fu ol,Ra cc cN,N IRON MY // r\ I) 1 '-'�.� � \ 1 wmaur wemwcoNEENr or couvn Zy( I ErvcR�EENND coNsuLnNc caotx ICI ;2� \2'W(2DFU) \ // coN�axRTwc caauiwa�,ui�Rlwrs 1_7/2•.`w�i \� �// I \ \y/ RESERVED �, r/ 1 V 1-1 I \ / I PROJECT: I - \ \ ,DOFD) �\/ 3"Vc2DFU)i AURA \ 3• ) Westodge PA 2D \ / i I'll y 3 W(SOFu) a N(14DFu) :1-1/2-KZ<1FU) /y 3"M(160FU)\\ r%X2DFU) I 1 2"V(WU) I / \\ I DEVELOPER: 3"R(20DFU) \ fwco V I I Pardee Homes L 3"R(7DFU) / 3"M(20Fuj�✓\� L1 � ARCHITECT: l Basserl Lagoni Architects 3"W(WRIN \ LOCATION: REFER TO CIVIL F'UW FOR CONTIUATION. Lake Elsinore Riverside CA REVISIONS PLBG ISOMETRIC-WASTE&VENT- PLAN 2 PLBG ISOMETRIC-WASTE &VENT- PLAN 2 OPTION NO. DATE DESCRIPTION SCALE:NONE SCALE:NONE ' I 07/IL16 PLAN CHECK FINISH FLOOR AND UPSTREAM MAN HOLE RIM ELEVATION OLDG FINISH FLOOR I UPSTREAM M.H. RIM APPROW.' NO. FOR PERMIT I` .,ONCE 230 1491.67 1489.26 SCOTT FAZEKAS&A: jCIATES INC. SHEET NAME: 3Y r FE OTE: REFER TO CIVIL PLANS SHEET 3 OF 4 These plans have been reviev. for adherence to the PLUMBING ISOMETRIC applicable codes and ordin Authorization is WASTE & VENT hereby granted tc issue a t j permit pending PLAN 2 approval by all applicable City .i S. The issuance or granting I • rmd based on approval of these plans sh; h,construed to permit or approve any.viol ,, applicable PROJECT NUMBER: codes or ordinance. No pl :esorned to give aulhorib to violate or canoe, ;,,visions of such 64002 codes shall be valid. ENGINEER: GZ DRAFTER: GZ ISSUED DATE PLOT DATE 1/11/2016 07/13/2016 SHEET NUMBER: P-3. 1 I WLIS engiLq@ r qg �^[d^wA src i 4400 Campus Drive Newport Beach CA 92660 Newport Beach tel 949,752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 I �-7-1/2-V(40FU) No U34M I �� I � 2..M .\ low DATE SIGNED 7/13116 3pFl1 RES'RICTIVE NOTICE \ i1 ) gWwvER�T aTMEewr�rea—wc /• --i 1 1 1-1/2•V(2DFU) ro u REc�wem o noc—T Of r r 2"A z V(9DFU) , 1 \\ j Dw�w —IMD. RED. R ^2-V(4DFU) 1 \ \// z IVIR I 2•N(2DFU) 1 1 wlTxair�wRma ccor grr�o F acoum SH-1 I EncwEERwc cor+vEnwc caour I I /fJ II o^w /2ypU) lI IIL xRl—rt GRER4OwRUVPE IDaW I W RRl— pR� 2-K3DFU) // 3•GCo 1, ^ ' 13• r V/ I AURA ,-,/t V(20FU) �'/w 9L1 I 3 GGD Westridge PA W -t�\ 1 z•w(zorur I I i 12 wco 2 VK4DFU) / \ �N -I 2 (tea /T \\ 2"VM 3'1Y(3DFU) i s 3•yK40F11) I 1-1/2•4 1 2•MKMFU)\\ ko- / w7o-1 \ U) I \ Y 3' 4�11) DEVELOPER: \\V70F y 1 Pardee Homes \•yK1t4QX5DFU) // I I \ �) \ / 1 1 \ y\ "'3-IKGDFU) / I I t-t/z• ARCHITECT: v(2DFu) Bassenian Lagoni Architects y`13-1111(11DFU) I I / 3-w(22DFU) I LOCATION: L\2•VK3017U) / \ I 2 Kra) Lake Elsinore Riv\ /3/ \\ I 3-000 ",1-1/2"K�11) I CA erside / M(240FU) \ 2- 21IFU) I �l I I // \\ I `\ /� \'r- REVISIONS tlEt 1 1\ 1 \ I NO. DATE DESCRIP71ON 4•GCO / 3IK27DFU) \ TUB���r� I 07/13/16 PLAN CHECK YNCO 3•W(2DFU)/\�� REFER TO CIVIL PLAN \ FOR CONTRIATION. 3-tK \ \ 3•W(60F1�- \ APPRO VF n Y FOR PERMIT I.. DANCE SCOTT FAZEKAS&AS-0CIATES INC. 3Y GATE SHEET NAME: These plans have been reviewed for adherence to the on is PLBG ISOMETRIC-WASTE &VENT- PLAN 3 PLBG ISOMETRIC -WASTE &VENT- PLAN 3 OPTIC My ganctod andis uera b` ce gAperlmitZpending PLUMBING ISOMETRIC SCALE:NONE A applicable City a. trcies. WASTE & VENT SCALE.NONE PLAN 3 The issuance or granting c' a permit based on approval of these plans Oz.' of be construed to oermit or approve any viol �1 the applicable codes ordinance. pe presumed to give FINISH FLOOR AND UPSTREAM MAN authorityty violate olate or cance Provisions of such PROJECT NUMBER: � HOLE RIM ELEVATION odes shall be valid. 64002 8LDG FINISH UPSTREAM M.H. RIM ENGINEER: GZ NO. DRAFTER: GZ 231 1491.07 1489.26 ISSUED DATE PLOT DATE: NOTE: REFER TO CML PLANS SHEET 3 OF 4 1/11/2016 07/13/2016 SHEET NUMBER: P-3.2 I r * b/N O� ERSKI 60 rw.roxw minatAufaww 9�•L �u� O SOLAR READY AREA-NEW CONSTRUCTION SOLAR Ill AREA-NEW CONSTRUCTION 9 .. 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M • = 1571 all Ag MI �J 4L ` I`It �* �� � � itl �� /i,, '� �,' .-�•• `+ `'\ ` , ♦♦♦� `MAW R1 y / ` �_ • ai� r�s r • ILS i� ♦ ti r X ,j i' !U CITY OF LAKE ELSINORE GRADING NOTES CONT... / � 18. THE FOLLOWING SOILS ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR THE PROJECT a PRECISE GRADING PLAN AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH: 74 CANYON o - "PRELIMINARY CEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW: ROUGH GRADING FOR HILLS " NEWPORT ROAD CANYON HILLS PHASE 8,VESTING TENTATIVE TRACT MAP • 36117 AND 36118, CITY OF LAKE ROAD ELSIN ORE,CALIFORNIA-DATED MARCH 31,2014,PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. PROJECT HILLSIDE CANYON HILLS PHASE 8 PLANNING AREA 2 D (PROJECT NO.2-0020). SITE ppa DRIVE 15 TR 36118 - LOT 4 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF pP��ypd BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION (WITH N �pN SCOTT ROAD MODELS RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT �pST Rp' A GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. BUNDY YON 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 15 CLINTON KEITH ROAD ANY CONSTRUCTION/GRADING. SH EET IN DEX GRADING NOTES 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A 1 TITLE SHEET 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OFLAKE ELSINORE MUNICIPAL CODE SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 2 DETAILS 30'IN VERTICAL HEIGHT. CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 3 MODEL PRECISE GRADING U.B.C.APPENDIX CHAPTER 33. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY MAP TOWNSHIP:6S 4 MODEL EROSION CONTROL RANGE: 4W 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, NTS SECTION:10,11 TO ANY OPERATION. KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. (1-800-422-4133)48 HOURS PRIOR TO GRADING. BASIS OF BEARING 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ENGINEER'S NOTICE ADVANCE OF BEGINNING GRADING OPERATIONS. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF LOT "A". AS PER TRACT COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF 30496. M.B. 367/17-25, N 00°16'15"W 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR FILLING OPERATIONS. APPROVED LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. , .AND SHALL BE SHOWN ON THE PLAN C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE LOCATION AND EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR OUT TO THE FINISHED SURFACE. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'ON AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN STRUCTURES CONCERNED BEFORE STARTING WORK. EARTHWORK QUANTITIES (3)LAYER A.S.T.M.D-1557-70 TEST METHOD. ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATION 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE EARTHWORK: CUT 625 CY 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES AT 20'ON CENTER;COMBINATIONS PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE PREPARER OF THESE PLANS. 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION EARTHWORK: FILL 625 CY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. NET: BALANCE 0 CY 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO GROUND IS APPROVED BY THE SOILS ENGINEER. PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN I/z"PER 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE FOOT FOR A MINIMUM OF 3',THEN 1% (MINIMUM)TO FLOWLINE OF EARTH SWALE. RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17. IF CUT OR FILL SLOPE IS LESS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. THAN 10',AND 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 51HIGH. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF SLOPES. GRADING OPERATION. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS)AND EXPANSIVE 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. CHARACTERISTICS OF THE SOIL. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ISSUANCE OF BUILDING PERMITS. ON THESE PLANS. SOILS ENGINEER'S CERTIFICATE: 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND TO ROUGH GRADE APPROVAL. FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND LEGEND&ABBREVIATIONS SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE LEGAL DESCRIPTION 35. APPROXIMATE DATE OF:BEGINNING OPERATION:7/28/16 COMPLETION:6/1/ti REPORT PRPARED FOR THIS DEVELOPMENT. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL CURB& CUTTER C&G SEWER SEW SEWER LINE _S_ LOT 4 OF TRACT NO.36118,IN THE CITY OF LAKE ELSINORE,FILED MAY 12,2016 IN BOOK 450 OF BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION, EDGE OF PAVEMENT EP BOTTOM BOT WATER LINE- _W_ (SIGNATURE) (GE NO.) (DATE) MAPS,AS PAGES 17 THROUGH 25,INCLUSIVE,AS INST.NO.2004-0880093,O.R.ON FILE IN THE OFFICE MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. FINISHED GRADE FC RIGHT OF WAY_ R/W RETAINING WALL _- OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA. TOP OF CURB TC CAST IN PLACE CIP FIRE HYDRANT �04 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION o TOP OF DIKE TO RECLAIMED WATER RW WATER VALVE ® (SIGNATURE) ICED NO.) (DATE) BEFORE APPROVAL. 0 o FLOW LINE FL OUTSIDE DIAMETER O OD SEWER MANHOLE RESPONSIBLE PARTY FOR PRIVATELY 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE PORTLAND CEMENT CONCRETE-PCC POINT OF CURB RETURN _PCR SEWER CLEAN OUT ENGINEER//ya, QROFES g�ON ® of o ,t AI, ,� MAINTAINED FACILITIES BUILDING DEPARTMENT. ASPHALT CONCRETE AC PROPOSED PROP R/W -___ 4.r9od �p,�¢ �'`oo Rsy Fy 'N AGGREGATE BASE AB INVERT ELEVATION IE FENCE _ w <N y PARDEE HOMES RW- . No. 2857 CENTERLINE CL LAYOUT LINE LOL RECLAIMED WATER LINE No cec zoeo P m 2120 PARK LACE,SUITE 120 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM INPDES) m a a EL SEGUNDO f310)955-3100 A 90245 PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. o;a PROPERTY LINE PL CURB FACE STORM DRAIN UNIT N0. 4L CF E"°- '� NPOES WDID •8-33C362205 DATE PERMIT ISSUED:10/10/2011 .__- 4L ♦< * g� EDGE OF TRAVELLED WAY ETW BEGIN CURVE- BC mr P sA CForE NN�P e v CHANNEL CH END CURVE EC CONSTRUCTION NOTE ITEM NO. - 61 9TFOFCAU:F°fie 9TFOFCAU:F°g� 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS FC®BACK OF WALL BW EXISTING EX PAD EXTENTS -- ENGINEER/CONTACT PERSON SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO FG 0 FACE OF WALL FW EXISTING GRADE/GRADIENT (1 REMOVAL AT OWNER'S EXPENSE. " FACE OF CURB FC DIRECTION OF FLOW_ y OWN ER/DEVELOPER SOIL ENGINEER THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J.COWAN, WATER WAT DAYLIGHT LINE --II- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. STORM DRAIN SD TOP DAYLIGHT SLOPE PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. WDID • 8-33C362205 2120 PARK PLACE,SUITE 120 170 NORTH MAPLE STREET,SUITE 108 8 TOE OF SLOPE EL SEGUNDO,CA 90245 CORONA,CA 92880 BARRY J.COWAN,RCE N0.46568 DATE SUBDIVISION BOUNDARY - ___ (310)955-3100 (951)509-7090 0 PROPERTY LINE -C- CONTACT: TOM McCARTHY GRADING PERMIT m J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET BENCH MARK REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE-SURE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE DIG ALERT LAKE FOREST,CA 92630 - ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q0pFf55101'4( 94958a07o7 PRIOR TO CONSTRUCTION. RIVERSIDE COUNTY DESIGNATION:E-14-70 x y CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 9 �c (FAx)9a9.saa.o7o9 UNAUTHORIZED CHANGES, PRECISE GRADING PLANS OF DESCRIPTION:2.7 MILES NORTHEAST ALONG ENGINEERING COMPANY Ackeogi.e ing.com RAILROAD CANYON ROAD FROM THE BARRY J.COWAN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 q f.-. CAL[, r^ Orange San Din, Luis Obispo-Bakersfield-Sacmmenb-Phcenu-Tuaon INTERSECTION OF RAILROAD CANYON ROAD I(�( BEFORE No. 46568 p RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2D - MODELS W„ AND STATE HIGHWAY 71,122.0 FEET YOU DIG" . PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. TR 36118 - LOT 4 FILE No. mo 6.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE°43920 DATE J} CIVIL �! $ a, °1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 CITY ENGINEER 4TF SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CALLA TITLE SHEET - a 0 o N TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: BARRY J.COWAN,RCE °C46568 DATE DATE: CONSTRUCTION NOTES QUANTITIES O4 FENCING PER LANDSCAPE PLANS O8 CONSTRUCT 6"PCC DRIVEWAY 1,365 LF O9 CONSTRUCT SWALE 0 1% MIN. 10 CONSTRUCT 4'PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE 742 EA STD.NO.211 11 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS PER 2013 CBC SECTION 11298.4 AND FIGURES 11B-18A TO 11B-18C PL PRECAST WHEEL /— ADA IDENTIFICATION SIGN STOP (SEE DETAIL A) �( 2.5' FENCE 7" X ACCESS AISLE 2" " 4. FF PER PLAN PAD ELEVATION PER PLAN c k5 4 0/— BLUE BORDER 1-'i- -'i1' 2r> v _ - U 2%MIN,207 MAX 1-7— 2y,MIN,20%MAX PARKING $ HATCHED LINES AT 4 5.5" ONLY INTL SYMBOL OF ® CESS 36"ON CENTER (MAX) 3.5" _ SWALE ACCESSIBILITY P 1NG LL 3'MIN 2'MIN (#�� PER CBC SIDEYARD LENGTH PER PLAN /A DETAIL A: WHEEL STOP SECTION AND ELEVATION TYPICALSIDEYARD: SECTION A-A ADA IDENTIFICATION TYPICAL VAN ACCESSIBLE NTS NTS FG FG PER PLAN PER PLAN PARKING SIGN ADA PARKING STALL DETAIL PER CBC SECTION 11B-502 NTS X X of ai of X SWALE 0 1.0% MIN. Q SWALE.0 .,�' - ____--4" i "-. -_--.. °'.a•:L7/ J{ �- �— 1.0% MIN. -_- --- -_—� II BLOCK WALL 2'MIN. �+dl 2'MIN. 12 FG 2% MIN. 2% MIN. r `! 20% MAX. 20% MAX. •`r 1 ( 7 r 1 3'MIN. 3'MIN. t tt • FF ELEV.PER PLAN z � :-.- + :--' + :--. +- . \\� 1 } � ' �_"'_¢'^ - ---1r---`---- `� �';' z A A 6"MIN.COVER '' - .' -' .- -' -_1_--"" - �' .J'�.�.-.. F � PAD ELEV.PER PLAN ' _- \ F •/ q#9,. • FOOTING -,--_ _:-: ._a!---'-'rf:t �I' - _ - - - -_�t x��' „�• 4�'; I w GFR PER PLAN w .. •. �--.�_� �.- ���' - : =_'- ate/ ,( �,:�" ''-'ar ,tea p� r t' ___-`:F _ jN DRAINAGE UNDER BLOCK WALL , BLDGas ® " y �_�——� ----�----�- � � �� ,.�`�, BLDG 44 FF 1491.67 BLDG 42 NTS ( ` FF 1491.07 PE 1191.00 FF 1492.17 PE 1490.40 PE 1491.50 1 I 1 1 1 / I _ FALLOW MODELS La X 1 PE 1489.90 BLDG 41 GFF PER PLAN f'. 1 11! it ,_------�, MODEL PARKING I n --- — PER p�pN GATE f `� PE 1492.00 ' I I \� o U PLAN BLOCK WALL ----- FS1 r_lo FG /\//�.��r'' "-•.�. tom{ �_ n- Q a �, � -�.- ...ram..• Q��J'. - ,,'�u - _.. __ `'�� �iy,.� I,+yam • i 6"MIN.COVER -♦ �- l '-•-•---------___ ___�'� ��.� L' „tr I -�-�-�`' "'°-r:•1.�'>', :,/, FOOTING INDEX MAP g TYPICAL LOT DRAINAGE DRAINAGE UNDER FENCE 1"= 40' 40 20 0 40 80 120 NTS NTS GRAPHIC SCALE 1"= 40' u, BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL: 2SOt7IHPOINIEDRNE-SUITE275 -14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET m: THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH InKE FOREtt,cA 9263o ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C 1 T Y O F LAKE E L S I N O R E Y1 m ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �'4( .95880707 PRIOR TO CONSTRUCTION. 2 m RIVERSIDE COUNTY DESIGNATION:E-14-70 n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. �• (FAX)949588.0709 PRECISE GRADING PLANS DESCRIPTION:2.7 MILES NORTHEAST ALONG U6iAUTF1ORIZED CHANOES� of ENGINEERING COMPANY riakengineering.com F b m RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN '%, CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 .1 LLINTERSECTION OF RAILROAD CANYON ROAD � p orange sani> -wverwe-s�,wisobi:Po-iw,e�r w-sa<ar«nm-rb«n�-rua« m AND STATE HIGHWAY 71,122.0 FEET n"T BEFORE �, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2D - MODELS / NORTHWEST OF RAILROAD CANYON ROAD, YOU DIG' ,� PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 4 8 6.0 FEET SOUTHWEST OF POWER POLE FILE N0. m m' •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 BRAD FAGRELL,RCE"43920 DATE J�. CIVIL �V• e CITY ENGINEER 4Tf. SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CAU DETAILS _ 0 0 TOP OF CONRETE POST E-14-70. Cap at least 2 working days prior to excavating. BY: BARRY J.COWAN,RCE C46568 DATE DATE: ice_.".;^-,.•.,M.„.. ` - .�,. .. a ..FJ,:.i.::1:;;M, 7 - si,;'i r. .. -��... -.� 1:.:•:'.' j ��2"; .gin... - CONSTRUCTION NOTES -/y. -w�,_ `/` ��`�-�-''. .. - `"' • 4 FENCING PER LANDSCAPE PLANS 6 CONSTRUCT 6"PCC DRIVEWAY „' v<:`c- -' : " .�~ $'• ' RIM 1489.26 iiitx'h;w., o : 9 CONSTRUCT SWALE® 1% MIN. :"�, >'• T`"'-;•---.�•-... -_"°,'G.c�:;_`-_ - (,�;•• 10 CONSTRUCT 4 PCC WALKWAY PER MODIFIED CITY OF LAKE ELSINORE .,'' ,, :.. .. - -- .r • :.-- --: ' ":'.� �•- ..'~�-'.; '� O STD.N0.211 - - 11 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND SURFACE ID MARKINGS O PER 2013 CBC SECTION 11298.4 AND FIGURES 118 18A TO 11B-18C -- .. -:. s - -, - -'- ,_ '. . ' ,. :' •''.�:�- ,��:;' 's y:rr`1r- ATE ry. . A _ :LAND�CAPE PLUAIL PER AN T p 0 (. '1',;�t.` 7 F `• �p 4 tTYP) �',�p <;�. yp.. TS 1490.32 X •� N 3 6.0"STEPS �.�;;;'; %:I of� j-I I y ~(TYP) �•%o FS 1489.59 REO'D F ` 60. < ,� =,'r«•: q;- v 1489.91 �' TS H89.83 7 10 FS 1489.78 8S 148920J FL GB 5•T 2 3.8"STEPS - :' r o TS 1490.32 REWU FG 1489.30 BS 1489.62 FG 1491.00 - l 1 •��, {''%f`:<'c2"::, '•4 '`� °:'r4"�'7•)"--: ; S1EPS FG (TYP) 4 X 1489.27 } "' REO'D o O : �.qG -1 i,:. 3;,.d"?,::%;•i.�..'.... ' --; "i',::.?:i= i^;€�:'J?`�i?,',7`a ':;li• FL GB 1 FG H89.80 GFF y . - FG 1489.90 t BS H89.94 :. , 1 _ 1490.57 DF 0.5'- = 3 5.YSTEPS ..;y X 1489.36 REO'D '� ® X(' ",'" f"'i;;•' ^'' a'Ix ` \ BLDG 231 FL GB r o D AIN HT ROUGH --� 149L77 1490.00 .� TA F(_NCE� DE IL 6 '1 FF 1491.07 FS 149L6T 'v` •!w Y.: H T� FL GB Q > TNs� z FG H91.00 v FS H9023 �DR"AINUNR GATE PE 1490.40 FS 1491.42FS 1491.07 QQ p r i>.,,..,."^ •' 1 FG H89.50 r 1 k .. e. � BLDG 232 (SEE DETAIL ON SHEET 2) FS 1490.82 � DRAIN�H 0 GH FENC � � " ,•+�''.` `w «'' ,�'�.`'•!ty.- FALLOW PLAN 3C (SEE E7A�U ON T 2) } B 9 } of N BLDG PE 1489.90 FF 1491.67 p� ��i Aoo <t' t: t•::- z. ;,'NEXT U STt;EAM' FG 1489.50 GFR_ X PE 1491.00 FL� ' / FG H90.90\FS 1490.83 ,-,E`' 0T -` „`'.r�" {-'�„'�`'�,": <<`�MH RIM 1491.21:�... .. • - 0 1490.82 9 FG 149L20 OF=0.6' SD°+ PLAN 2AR OF=0.3' OF FS z '° , . ' ... s,;w `. ..: ..'..:'.. : ,:. „r" - -- X F; FG 1491.40 FG 1491.50 -,; ,.. : 14 90,7 DF=0.V OF=0.0' "€':::.;,.. 9 ° 149L42 DRAIN THIRD GH 1 BLDG 229 S 10 ENCE(SEE bEAIL '*s• '',(t' (TYP) 4 X ON SHEET D FF 1492.17 O 9 PE 1491.50 �NIY�6 FS t'' ;c <' '• :;.y%,` S. DRAIN THROUGH (TYP) 4 X r } } FENCE DETAIL 1 1 PLAN 16 "' N FG 1490.30 1 1 ONN S SHEET 2) o� p00` FG 1491.50 SO• 8 •rq-,T= ,;.,,"; �,,, IR f FG 1490.40 =_ r 70` I FG 1497.00 ���FG=9L00 �, a� R` 1gg10p FS 1491.92 1 �1v 10 d OF=0.0'FG 1489.90OF pG j� 4.8' ` _- )0' 9 O FS 1491.82 ^/ 0 4.0' _ �j 1 k „ / FS 1490.67 �r k i.7% -- ��7�0� ,� 1490.70 = M 1490.74 FS 1490.74 10 �` 4 (TYP) �-`� i.p%_ FG H90.40 r X FL HP ID/ J^y FG H9L50 FL GB 7j o FS 1490.80 �`'-- ..� FG H89.90 FG 1490.40 °{ --. -► _ FL HP �`(^g) o, y FG 1491.30 DRAIN THROUGH (TYP) 4 OF=0.2' ,,,o• FENCE(SEE DETAIL FS W90.86 1 FG 1490.40 a 1 \N SHEET 2) k �� 4 (TYP) FG 1490.40 FG H9LO0 k io /// \���,FG 1491.40 5 FG 1491.50 1 ^ OF=0.1' 0' 4 (TYP) FG 14SLOO FG 1491.50 ti1ti FL 19491 - y k k FG 4 (T BLDG 228 ��•r' ��`.`� ' } MODEL PARKING ( PE 1492.00 t „ FG 1492.00 • , 4 (TYP) x �ys <I Zr mm A. gg m �---�. 10 5 0 GRAPHIC SCALE 1"- 10' BENCH MARK: DIG ALE RT REVISIONS APPRV DATE SEAL: 2 SOUTH PSO TE DRIVE.SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE E L S I N O R E a -F ELEVATION: 1400.873(NGVD 291 Q IAKE FOREST,CA 92630 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRIOR TO CONSTRUCTION. 3 RIVERSIDE COUNTY DESIGNATION:E-14-70 1a CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 949.588.0707 DESCRIPTION:2.7 MILES NORTHEAST ALONG o Fyc (FAX)949.588.0709 UNAUTNORI2ED CHANGES: PRECISE GRADING PLANS OF m mo RAILROAD CANYON ROAD FROM THE `?BARRY J.COWAN s ENGINEERING COMPANY rf<kenglneering.<um m w e INTERSECTION OF RAILROAD CANYON ROAD 1p�\ BEFORE A O a S-DLm-RimAde-S-wK onl:Po-eel:-w.4d s=�em Pno�a-ram CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE 8 4 y AND STATE HIGHWAY 71,122.0 FEET 1x fl�/�\ �, 46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2D - MODELS YOU DIGI PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS NORTHWEST OF RAILROAD CANYON ROAD, BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 0 0 6.0 FEET SOUTHWEST OF POWER POLE * 4 T R 36118 - L 0 T 4 FILE N0. •1853732E,1.0 FEET NORTHEAST OF A 1400-227-2600 BRAD FAGRELL,RCE•43920 DATE Jj CIVIL �r CITY ENGINEER '✓l(' SCALE: SHEET SPECIFIC MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED OF CAS MODEL PRECISE GRADING - R 0 0« TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. BY: BARRY J.COWAN,RCE °C46568 DATE DATE: EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES our All erosion control plans shall be In accordance with City of Lake 1. The developer and his contractor 7e responsible for � ® TACKIFIER 19,766 SF Elsinore Ordinance Nos. 802. 882. 772. 1258. 529. 1004, construction implementation and maintenance of the SWPPP-approved. �--w- O SILT FENCE PER DETAIL ON SHEET 4 656 LF site Best Management Practices (BMP's) and standards outlined within pre-qualified BMP's from the Calirornia Storm water Quality the Lake Elsinore Design Manual. No grading permit shall be Issued Association (CASOA) handbook/web61te for construction to 000000000 14 GRAVEL BAGS PER DETAIL ON SHEET 4 157 LF without an erosion control plan approved by the City Engineer. The retain sediments from areas disturbed onsite to the maximum erosion control plan shall include details of protective measures, extent practicable. The erosion control measures Include those including desalting basins or other temporary drainage or control shown on this plan and applicable SWPPP as well as any measures. or both, as may be necessary to protect the water quality additional erosion control measures (e.g.. hydroseeding. of receiving water bodies or to protect adjoining public and private mulching of straw, gravel-bagging, diversion ditches, retention property from damage from erosion. flooding or the deposition of mud basins, etc.) dictated by field conditions to prevent erosion or debris which may originate from the site or result from such and/or the Introduction of dirt, mud or debris into existing •.� \ / •� grading operations. public streets and/on onto adjacent properties during ANY phase /( of construction operations. / 1. All erosion control plans shall be in accordance with City of Lake Elsinore Ordinance Nos. 529. 772, 802, 882, 1004, 1258. 2. Storm Water Pollution Prevention Plan (SWPPP) shall be kept construction site Best Management Practices (BMP's), and standards on-site and made available upon request of a representative of outlined within the Lake Elsinore Design Manual the Regional Water Quality Control Board (RWOCB) -Santa Ana �. `-•. 2. The developer/contractor is responsible for any discharges by Region and/our the City of Lake Elsinore. subcontractors. 3. Construction sites shall be maintained in such a condition that SILT FABRIC an anticipated storm does not carry wastes or pollutants off the 'q\ \ 3. In case of emergUencyy call Robert Skands (responsible person) site. Discharges of material other than storm water (non-storm I ` at (951) 545-9858 (2-hour phone number). water) are prohibited except as authorized by an Individual 2'TO 5' / I' :'•�, / \ NPDES permit under the statewide General Permit-Construction 2"X2"STAKE. TOE OF SLOPE 4. Devices to reduce erosion damage shall not be placed moved our Activity. modified without the approval of the Director of Public Works or, In an emergency. by the person responsible for grading 4. Potential pollutants include but are not limited to: solid or / 14 / •"'' '•.t, .,� operations. liquid chemical spills; wastes from paints, stains, sealants, / / ".I,•h-x �•�„ / \ solvents. detergents. glues, lime, pesticides. herbicides. / BLDG45 5. Areas that are cleared and graded shall be limited to only the fertilizers, wood preservatives. and asbestos fibers. paint ___./ FALLOW \ portion of the site that is necessary for construction. The flakes or stucco fragments; fuels, oils lubricants. and + / / <.-. construction site shall be managed to minimize the exposure time hydraulic. radiator our battery fluids; concrete and related �` '''_PE 1489.90 of disturbed soil areas through phasing and scheduling of cutting our curing residues; floatable wastes; wastes from ;0 6"X6"TRENCH WITH - BLDG 44 grading and the use of TAMPED BACKFILL temporary and permanent soil engine/equipment steam cleaning a'chemical degreasing: wastes FF 1491.07 stabilization. from street cleaning; and super-chlorinated potable water from /• $f;'��" .PE 1490.40• ', \ ` line flushing and testing. During construction. disposal of such - _ - -, BLDG 43 13 6. Once disturbed. graded slopes exceeding a 3:1 ratio and/or ten materials should occur in a specified and controlled temporary . - i �• '� �` FF 1491.67 \ (10) feet in height (te:orary our permanent) shall be stabilized area on-site physically separated from potential storm water yz, • ,; PE 1491.00 if they will not be worked within 7 days. During the storm season, runoff, with ultimate disposal in accordance with local, state �.�, - '•' ' all slopes shall be stabilized 24 hours prior to a predicted and federal requirements. TYPICAL SECTION SILT FENCE (CASQA SE-1) \ ` 13 storm event. Construction sites shall be revegetated as early as �I �` \ BLDG 42 „ feasible after soil disturbance and within 7-days of completion. 5. Runoff from equipment and vehicle washing shall be contained at / *0 "'�� FF 1492.17 construction site and must not be discharged to receiving waters NO SCALE 7. Fi l l elopes at the tract perimeter must drain away from the top or the local storm drain system. / '�. --\� C�'�•� _, s, E 1491.50 of the slope at the conclusion of each working day. 6. Appropriate BMPs for construction-related materials, wastes. * ', \ w 8. The contractor shall be responsible and have signs posted an the spills or residues shall be implemented to eliminate on reduce ` -1 7 - \\��` BLDG 41 •� site to warn against public trespass Into areas where water Is transport from the site to streets, drainage facilities, or /',.',• �. lllpounded• adjoining properties by wind or runoff. / Z, MOPDELig A92 RKKIING,Y• i .00 9. Dust shall be controlled by watering our other methods approved 7. Material storage and staging areas shall be established. Fuel by the City Engineer. tank, portable toilets. liquids, gels and powders shall have secondary containment and be stored away from all private 1i 10.Placement of devices to reduce erosion damage within the public storm water conveyance systems. sidewalks. rights-of-ways 5• 0 5' / _ \ / development shall be shown on the approved plan. and flow-Imes. LL / �'• 11.Desilting facilities at all drainage Inlets for the graded site 8. All portable mixers shall have plastic liners underneath with /' •,� `` e•';' shall be designed for a twenty-five (25) year. six (6) hour storm gravel bags places on the down-hill side of the liners to Intensity. They must be detailed on the plans. Design and contain discharges. 2 BAGS specific recommendations shall be submitted for the following: HIGH S *� �/ -' 9. Controlled street washing will only be allowed prior to the IN a) Destltinq basin volume based on gradient and nature of soils. appliication of asphalt seal coats and only when all pertinent nage Inlets are protected. dra b) The extent of all graded areas and identification of any 6' 6' temporary soil stabilization measures. 1O.All construction contactors and subcontractor personnel are to WEIR WEIR be made aware of the required BAPS and good housekeeping measures \ // o) Size of destltinq basin outlet pipe and overflow. for the project site and any associated construction staging d) Dike requirements. Show minimum wall width, slope of walls. areas. D • i. y percent compaction, etc. 11.Discharging contaminated roundwater produced by dewaternq \ \ ''•\ \ \ groundwater that has infil i trated Into the construction ste is e) Outlet conditions from the destltinq basin shall not exceed prohibited. Discharging non-contaminated groundwater produced by downstream limitations, with the exception of overflow. which is dewatering activities may require a National Pollutant to be designed to provide capacity of 1.5 times the maximum Discharge Elimination System(NPDES) permit from the Regional design flow. Water Quality Control Board. 12.Necessary materials shall be available on-site and at convenient 12.Storm water runoff shall not be directed over any slopes without STREET INLETS locations to facilitate rapid construction of temporary devices permanent down drains Installed. Erosion and sediment controls NO SCALE or to repair any damaged erosion control measures when a 50% including maintenance are required on all exposed slopes until 40 20 0 40 e0 120 chance our greater of rain within a 48 hour period is forecast sufficient permanent IandscopInq has been established. 100% for Lake Elsinore by the National Oceanic and Atmospheric Agency slope protection must be in place prior to the issuance cf the GRAPHIC SCALE 1"= 40' (NOAA). final certificate of occupancy. 13.BMP's shall be malntolned and Inspected daily. All removable 13.Vegetation clearing and brushing activities shall not be protective erosion control devices shown shall be In place at Initiated during the wet season on any sites which are not the end of each working day when the five (5) day rain probability adequately protected with destltinq basins or other temporary GRAVEL FILLED forecast exceeds fifty percent (50%). drainage our control measures. BURLAP BAGS 14.After a rainstorm, all project generated slit and debris shall 3 HIGH UNLESS be removed from check berms, onsite public drains and pipes, 14.Stockpiles Of soil shall be properly secured with BMP's to OTHERWISE NOTED drains and pipes of adjacent properties and destltinq basins and eliminate a-reduce sediment transport from the site to streets. Pumped dry. An draining facilities or adjacent properties via runoff, vehicle the basins p y graded slope BMP's damaged during a tracking, or wind. Stockpiles inactive for a period of 14 days a rainstorm shall also be immediately repaired. Failure to provide or more shall be covered; active stockpiles shall be covered effective maintenance may result In penalties. prior to a forecasted rain. 0 0 15.Discharging of contaminated soils via surface erosion is 15.Special attention shall be given to preparation and prohibited. Installation of the Rain Event Action Plan (REAP) as required NOTE:TOP ELEVATIONS OF GRAVELBAGS 16.Construction access points shall be stabilized with a based an site Risk Level or as mandated by the Santa Ana Regional SHALL BE EQUAL TO ADJACENT 51, combinationof rock and shaker plates year-round to prevent Board NPDES Permit. General Permit-Construction Activities. TOP OFCURB ELEVATION track-out. Routine street sweeping shall be performed on all 16.At the end of each day of construction activity. all construction w paved streets where tracking is observed. Vacuum sweepers shall debris and waste materials shall be collected and properly SECTION D-D be used when street sweeping becomes Ineffective. disposed of in trash or recycle bins. NO SCALE 17.This site has obtained a National Pollution Prevention c 1 Elimination System(NPDES) permit to regulate municipal and Industrial storm water discharges. NPDES WDIO#8-33C362205 DATE WDID ISSUED: 10/10/2011 The undersigned civil engineer. a qualified OSP and/or OSD will 8 m 18,review placement of erosion control and insure that work is In c accordance with the approved plans. c (Signature)(License No.)(Exp)(Date) 6m g� 8� $m BENCH MARK: DIG ALERT REVISIONS APPRV DATE SEAL; 250UTHPOINTEDRIVE-SUITE275 J-14905L CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y 0 F L A K E E L SIN O R E LAKE FOREST,CA 92630 ELEVATION:COUNTY 3 SIGNA IO THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR �/( 949.sae.o7o7 PRIOR TO CONSTRUCTION. 4 RIVERSIDE COUNTY DESIGNATION:E-14-70 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. (FAX)949.5de.0709 PRECISE GRADING PLANS F DESCRIPTION:2.7 MILES NORTHEAST ALONG UNAUTHORIZED CHANGES, OF mom RAILROAD CANYON ROAD FROM THE CALL ENOiNEERINO COMPANY .!ckeos!.ee,!nscom BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE CANYON HILLS PHASE mv;u INTERSECTION OF RAILROAD CANYON ROAD s or.naw SanDlego-Rke.side-SanWisOMspo-eakersmeld-Saaamenw-Phoenix-Tuuon 4 AND STATE HIGHWAY Ti,122.0 FEET BEFORE �, 46566 m RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE PA 2D - MODELS ��- NORTHWEST OF RAILROAD CANYON ROAD, mu nIc! � * PREPARED UNDER THE DIRECTION OF: PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 6w.0 FEET SOUTHWEST OF POWER POLE BRAD FAGRELL,RCE 043920 DATE p CIVIL BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. T R 36118 - L 0 T 4 FILE NO. 1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 •/l �� SCALE: SHEET SPECIFIC 8 MARKER POST,A BRASS DISK SET IN THE UNDERGROUND SERVICE ALERT CHECKED CiTY ENGINEER P OF CAS MODEL EROSION CONTROL _ 6 a TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating, DESIGNED BY: DRAWN BY: BY: BARRY J.COWAN,RCE "C46568 DATE DATE: a STATE OF CALIFORNIA MINIMIlM SOLAR ZONE AREA WORKSHEET- NEW CONSTRUCTION CtC-CF1R-SRA-02-E Revised 03/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-SRA-02-E Minimum Solar Zone Area Worksheet-New Construction (Page 1 of 3) Project Name Aura-Tract 36118,Westridge Planning Area 2D Date Prepared 6/13/2016 Solar Zone Area(requirements in§110.10(b)1A Exception 3,4,5,or 6 and§110.10(b)1B) This worksheet applies to: • Single family residences that wish to show compliance with the Solar Ready requirem s �providing a solar zone on the roof of the residence. Note that Exceptions 1,2,and 7 to S ti 0( et� �fro solar ready requirements and are documented on the CZhw'llsh C p a? �rr�CF-M a e"zception b I used and fill in the relevant details. • Low-rise multifamily projects to sh w pli larVcgrvmeht3{ etion 110.10(b)by providing a solar zone on the roof of the building.Note th e s 14ection 110.10(b)1B exempt a multifamily building from the solar ready requirements and are documented t Certificate of Compliance Form CF-IR-SRA-01-E.Check the exception being used and fill in the relevant details. A.General Information _ - 01 1 Building Type: -IRmptErTamily B.Minimum Required Solar Zone Area for Single Family Residence Does the residence have three stories or more,and a total floo�a.less--- O Vow- 01 than or equal to 2000 square feet? .ro ,. Is the residence located in Climate zones 8-14,in a Wil d s< _ ' IO 02 Interface Fire Area as defined in Title 24,Part 2,and h ole use N O fan? 1 What is the total area of low-sloped roofs where the annual solar access is 03 70%or greater(ft2)? N/A What is the total area of steep-sloped roofs oriented between 110 and N/A 04 270 degrees relative to true north,where the annual solar access is 70% or greater(ft2)? 05 Solar zone area—solar access method(ft2) N/A Are all the thermostats Occupant Controlled Smart Thermostats(OCSTs), certified to the Energy Commission and listed on the Commission's NO 06 appliances database? Alternatively,a networked system of devices may be installed that provides functionality equivalent uivalent to an OCST. 07 Minimum required solar zone area(ft2): so n Ar C.Minimum Required Solar Zone Area for Multifamily Built/' g This section does not apply to this project. Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 STATE OF CALIFORNIA MINIMUM SOLAR ZONE AREA WORKSHEET - NEW CONSTRUCTION C!EC-CFIR-SRA-02-E Revised 03/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CFIR-SRA-02-E Minimum Solar Zone Area Worksheet—New Construction (Page 2 of 3) Project Name, Aura-Tract 36118,Westridge Planning Area 2D Date Prepared 6/13/2016 D.Schedule of Solar Zone Sub-Areas 01 02 03 04 05 06 07 08 09 10 11 If Steep Slope,roof or overhangis Subarea is oriented Subarea Is at least 80 between located the ft2(160ft2 110 and Subarea appropriate for a Slope of 270 complies Subarea is distance Smallest building Building Roof or degrees with Part 9 free of from dimension with roof Plan Overhang relative to of Title 24 obstructions obstructions is 5 feet or area Subarea Subarea ID Reference (Note A) true north 1 (Note B) I (Note C) I (Note D) I greater 1 >30,000ft2) 1 Qualifies I Area(ftZ) Subarea 1 Plan 1-3 Sleep slope Yes Yes Yes N/A Yes Yes Yes 250 sq ft Notes: A. "A roof is either low-sloped or steep-sloped. Low-sloped"means a rise-to-run of 2:12 or less(9.5 degrees from horizontal)."Steep- sloped"means a rise-to-run greater than 2:12(9.5 degrees from horizontal) B. The solar zone shall comply with access,pathway,smoke ventilation,and spacing requirements as specified in Title 24,Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. C. No obstructions,including but not limited to,vents,chimneys,architectural features,and roof mounted equipment,shall be located in the solar zone. D. If there are any obstructions located south of the most northerly point of the solar zone,then the nearest point of the solar zone must be located no closer than twice the distance,measured in the horizontal plane,of the height difference between the highest point of the obstruction and the nearest point of the solar zone,measured in the vertical plane. 12 Total proposed solar zone area(ft2) 1250 13 Compliance statement System complies Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 STATE OF CALIFORNIA MINIMUM SOLAR ZONE AREA WORKSHEET — NEW CONSTRUCTION dEC-CF1 R-SRA-02-E Revised 03/15 CALIFORNIA ENERGY COMMISSION 10 CERTIFICATE OF COMPLIANCE CF1R-SRA-02-E Minimum Solar Zone Area Worksheet—New Construction (Page 3 of 3) Project Name Aura-Tract 36118,Westridge Planning Area 2D Da[e Prepared 6/13/2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Jeremiah Ellis Documentation Author Signature e /Q r21 `ompany:DuctTesters, Inc Signature Date:6/13/2016 Address: CEA/HERS Certification Identification(if applicable) 336 W. Main Street R13-15-10061 City/State/Zip:Ripon, CA 95366 Phone:209.579.5000 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury,under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance(responsible designer). 3. That the energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a registered copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the building,and made available to the enforcement agency for all applicable inspections.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Ol u �o Ron Nugroho 4 Company: Date Signed: Pardee Homes 6/13/2016 Address: License: 1250 Corona Pointe Court #600 n/a City/State/Zip Phone Corona, CA 92879 951-428-4400 Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 CERTIFICATE OF COMPLIANCE—USER INSTRUCTIONS CF1R-SRA-02-E fdlinimurh Solar Zone Area Worksheet—New Construction (Page 1 of 2) CRR-SRA-02-E User Instructions A. General Information 01 Building Type:Select a Building Type from the available options B. Minimum Required Solar Zone Area for Single Family Residence(Complete this section only if'Single Family'is selected in A01) 01 User chooses whether the building has three or more stories and a total floor area less than or equal to 2000 square feet. 02 User chooses whether the residence is located in climate zones 8-14,is in a Wildland-Urban Interface Fire Area as defined in Title 24,Part 2 and has a whole house fan. 03 User enters the total area in units of square feet of low-sloped roof where the annual solar access is 70%or greater.Note that a Low Sloped Roof is defined as having a rise to run less than or equal to 2:12 or 9.5 degrees from horizontal. If this value is not known,then the user would enter'N/A'.To determine the annual solar access during the design phase,designers will first evaluate whether there are any objects external to the building project that will shade the rooftop(or other prospective solar zone areas such as overhangs or parking shade structures).If an existing object is located to the north of all potential solar zones,the object will not shade the solar zone.Similarly,if the horizontal distance("D")from the object to the solar zone is at least two times the height difference("H")between the highest point of the object and the horizontal projection of the nearest point of the solar zone then the object will not shade the solar zone(see Figure 9.2).If objects external to the building project could shade the solar zone,annual solar access can be quantitatively determined using several computer-aided design(CAD) software packages which can import a CAD file of the building and perform a shading analysis or several online solar quoting tools which make use of both overhead and orthogonal aerial imagery.Annual solar access can be qualitatively determined using several three-dimensional modeling programs. 04 User enters the total area in units of square feet of steep-sloped roof oriented between 110 and 270 degrees relative to true north,where the annual solar access is 70%or greater.Note that a Steep Sloped Roof is defined as having a rise to run of greater than 2:12 or 9.5 degrees from horizontal. If this value is not known,then the user would enter'N/A'.To determine the annual solar access during the design phase,designers will first evaluate whether there are any objects external to the building project that will shade the rooftop(or other prospective solar zone areas such as overhangs or parking shade structures).If an existing object is located to the north of all potential solar zones,the object will not shade the solar zone.Similarly,if the horizontal distance("D")from the object to the solar zone is at least two times the height difference("H")between the highest point of the object and the horizontal projection of the nearest point of the solar zone then the object will not shade the solar zone(see Figure 9.2).If objects external to the building project could shade the solar zone,annual solar access can be quantitatively determined using several computer-aided design(CAD)software packages which can import a CAD file of the building and perform a shading analysis or several online solar quoting tools which make use of both overhead and orthogonal aerial imagery.Annual solar access can be qualitatively determined using several three-dimensional modeling programs. 05 The Designated Solar Zone Area is auto calculated using the equation(B03+BO4)*0.5. Note if either B03 or B04 equals N/A, then this field will be marked N/A. 06 User chooses whether or not all thermostats are Occupant Controlled Smart Thermostats(OCSTs)which have been certified to the Energy Commission. 07 The Minimum Required Solar Zone Area is auto calculated and based on the numbers and answers previously entered in this table. C. Minimum Required Solar Zone Area for Multifamily Building(Complete this section only if'Multifamily'is selected in A01) 01 User enters the total area of the roof of the building in units of square feet. 02 User enters the total area of skylights installed on the roof of the building in units of square feet. 03 User enters the total area in units of square feet of low-sloped roof where the annual solar access is 70%or greater.Note that a Low Sloped Roof is defined as having a rise to run less than or equal to 2:12 or 9.5 degrees from horizontal. If this value is not known,then the user would enter'N/A'.To determine the annual solar access during the design phase,designers will first evaluate whether there are any objects external to the building project that will shade the rooftop(or other prospective solar zone areas such as overhangs or parking shade structures).If an existing object is located to the north of all potential solar zones,the object will not shade the solar zone.Similarly,if the horizontal distance("W)from the object to the solar zone is at least two times the height difference("H")between the highest point of the object and the horizontal projection of the nearest point of the solar zone then the object will not shade the solar zone(see Figure 9.2).If objects external to the building project could shade the solar zone,annual solar access can be quantitatively determined using several computer-aided design(CAD) software packages which can import a CAD file of the building and perform a shading analysis or several online solar quoting tools which make use of both overhead and orthogonal aerial imagery.Annual solar access can be qualitatively determined using several three-dimensional modeling programs. 04 User enters the total area in units of square feet of steep-sloped roof oriented between 110 and 270 degrees relative to true north,where the annual solar access is 70%or greater.Note that a Steep Sloped Roof is defined as having a rise to run of greater than 2:12 or 9.5 degrees from horizontal. If this value is not known,then the user would enter'N/A'.To determine the annual solar access during the design phase,designers will first evaluate whether there are any objects external to the building project that will shade the rooftop(or other prospective solar zone areas such as overhangs or parking shade structures).If an existing object is located to the north of all potential solar zones,the object will not shade the solar zone.Similarly,if the horizontal distance("D")from the object to the solar zone is at least two times the height difference("H")between the highest point of the object and the horizontal projection of the nearest point of the solar zone then the object will not shade the solar CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 CERTIFICATE OF COMPLIANCE—USER INSTRUCTIONS CF1R-SRA-02-E VIiiiiniuih Solar Zone Area Worksheet—New Construction (Page 2 of 2) zone(see Figure 9.2).If objects external to the building project could shade the solar zone,annual solar access can be quantitatively determined using several computer-aided design(CAD)software packages which can import a CAD file of the building and perform a shading analysis or several online solar quoting tools which make use of both overhead and orthogonal aerial imagery.Annual solar access can be qualitatively determined using several three-dimensional modeling programs. 05 The Solar Zone Area—Net Roof Area Method is auto calculated using the equation(C01-0O2)x 0.15. 06 The Solar Zone Area—Solar Access Method is auto calculated using the equation(CO3+C04)x 0.5. Note if either CO3 or C04 equals N/A,then this field will be marked N/A. 07 The Minimum Required Solar Zone Area is auto calculated and based on the numbers entered in this table. D. Schedule of Solar Zone Sub-Areas(for both SF and low-rise MF) 01 User enters Solar Zone Area identification information which matches the callouts shown on the building plans e.g.,solar-1. 02 User enters the building plan reference number which includes a drawing of the solar zone subarea. 03 User selects whether the solar zone subarea is located on a low-sloped or steep-sloped section of the roof. 04 If user selects steep slope in D03,then the user must select whether the roof or overhang is oriented between 110 and 270 degrees relative to true north.If user selects low slope in D03,then this question will be answered with N/A. 05 User selects whether the subarea complies with all requirements of Title 24,Part 9. 06 User selects whether the solar zone subarea is free from obstructions such as vents or chimneys.No obstructions are allowed to be located within a solar zone. 07 User selects whether the solar zone subarea is located an appropriate distance from any on-roof obstructions.If user selects yes in D06,then this question will be answered with N/A.For both single family residences and low-rise multi-family buildings, any obstruction,located on the roof or any other part of the building that projects above the solar zone shall be located at a sufficient horizontal distance away from the solar zone,in order to reduce the resulting shading of the solar zone.For each obstruction,the horizontal distance("D")from the obstruction to the solar zone shall be at least two times the height difference("H")between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone(D>_2 x H). Figure 7.1 Artistic Depiction of"H"and"D" H Source:California Energy Commission 08 User selects whether the smallest dimension of the solar zone subarea is five feet or greater. 09 User selects whether the solar zone subarea covers at least 80 square feet of roof space for a roof with a roof area of 10,000 square feet or less.If the roof area is greater than 10,000 square feet,the solar zone subarea must be no smaller than 160 square feet. 10 The Sub-area qualification is auto calculated and is based on the information entered in this table. 11 User enters the square footage of the solar zone subarea. 12 The total solar zone area(ft)is calculated by summing the areas of all qualifying solar zone subareas. 13 The building complies if the solar zone area(ft)is greater than the minimum required solar zone area(ft)found in B07 or C08. CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 STATE OF.CALIFORNIA SOLAR READY AREA- NEW CONSTRUCTION is CEC-MR-SRA-01-E Revised 03/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CFIR-SRA-01-E Solar Ready Area—New Construction (Page 1 of 2) Project Name Aura-Tract 36118,Westridge Planning Area 2D Date Prepared June 13,2016 A7,General Information Dp not use this form to show solar ready compliance for hotel/motel occupancies and high-rise multifamily buildings with ten stories or fewer and Ia o er nonresidential buildings with three stories or fewer. Instead,use form NRCC-SRA-01-E 1 Building Type: Single Family 02 Method of compliance: Building Meets Solar Ready Requirements B.Building Meets the Solar Ready Requirements 01 Compliance with Solar Ready Requirements The construction documents indicate: I ` 0 The solar zonTVJDF • A loc lion fo inverters and �neq�/pm +� E LS " ��E NO 02 . A pathway for routing of conduit from uoisilr ne o nt n c h ,ral service A Pathway for routing of plumbing fro il r r t = `���`;" i �L P •IC The structural design loads for roof dead load and roof live load,in the solar zone 03 A copy of the construction documents including all the information above will be provided to the occupant. For Single Family Residences only: • The main electric service panel shall have a mifn sb ating of 200 amps. 04 • The main electric service panelPl � e tlowfor the installation of a double pole circuit breaker.The reserved space shall be positio d a op t oad)en from the input feeder location or main circuit location.The reserved space shall be permanently marked as"For Future Solar Electric'. The responsible erson's signature on this compliance document affirms that all applicable requirements in this table have been met. C.Residence Not in an Applicable Subdivision l This section does not apply to this project. F_ D.Permanently Installed Solar Photovoltaic(PV)System 0 L, This section does not apply to this project. E.Permanently Installed Solar Water Heating System -- This section does not ly to this project. AV17 CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 STATE OF CALIFORNIA SOLAR READY AREA- NEW CONSTRUCTION CEC-MR-SRA-01-E Revised 03/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-SRA-01-E Solar Ready Area—New Construction (Page 2 of 2) Project Name Aura-Tract 36118,Westridge Planning Area 2D Date Prepafed June 13,2016 F.Smart Thermostats and High Efficacy Lighting This section does not apply to this project. G.Roof is Designed for Vehicle Traffic or Parking or for Heliport(Applies to Low-rise Multifamily only) This section does not apply to this project. CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 STATE OF CtALIFORNIA SOLAR READY AREA- NEW CONSTRUCTION 10 CEC-CFIR-SRA-01-E Revised 02/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CFIR-SRA-01-E Solar Ready Area—New Construction (Page 1 of 1) Prolecr Name Aura-Tract 36118,Westridge Planning Area 2D Date Prepared June 13,2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Jeremiah Documentation Author Signature: Company: Signature Date: Duct Testers, Inc. 06-13-2016 Address CEA/HERS Certification Identification(if applicable) 118 S Elm Avenue R13-15-10061 City/State/Zip Phone: Ripon, CA 95366 209-579-5000 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury,under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance(responsible designer). 3. That the energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a registered copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the building,and made available to the enforcement agency for all applicable inspections.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: t7� u �O/_ Ron Nugroho /f'0 Company Date Signed Pardee Homes - Inland Empire 06-13-2016 Address: License: 1250 Corona Pointe Court # 600 N/A City/State/Zip: Phone: Corona, CA 92879 951-428-4400 CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 rERTIFiC`ATE OF COMPLIANCE—USER INSTRUCTIONS CF1R-SRA-01-E Solar Ready Area—New Construction (Page 1 of 1) CRR-SRA-01-E User Instructions A. General Information: 01 User selects Building Type from the available options. 02 User selects Method of Compliance from the available options. B. Building Meets the Solar Ready Requirements—Optional table based on user selection in cell A02: 01 Auto filled text based on the existence of a registered CF1R-SRA-02. C. Residence is not in Applicable Subdivision—Optional table based on user selection in cell A02. D. Permanently Installed Solar Photovoltaic(PV)System—Optional table based on user selection in cell A02: 01 User enters the proposed Nameplate DC Power Rating for the installed PV System(Watts). 02 If Building type in A01 equals Low Rise Multifamily,user enter the total roof area in square feet. If Building type in A01 equals Single Family,then box will be auto filled with N/A. 03 Auto filled compliance statement text,based on the answers to questions D01 and D02. E. Permanently Installed Solar Water Heating System—Optional table based on user selection in cell A02: 01 User selects Solar Water Heating System Rating from the available options. 02 Auto filled minimum solar savings fraction required. 03 Auto filled proposed solar savings fraction from a registered CF1R-STH-01 or CF1R-STH-02. 04 Auto filled compliance statement text,based on the answers to questions E01 through E03. F. Smart Thermostats and High Efficacy Lighting—Optional table based on user selection in cell A02. G. Roof is designed for Vehicle Traffic or Parking or for Heliport(Applies to Low-rise Multifamily only)—Optional table based on user selection in cell A02: CA Building Energy Efficiency Standards-2013 Residential Compliance March 2015 /L 170 North Maple Street,Suite 108 ALTA CALLIFORNIA Corona,CA 92880 GIOTECNNWAL INC. www.altagoolachnical.com PARDEE HOMES January 25,2016 1250 Corona Pointe,Suite 600 Project Number 2-0020 Corona,California 92879 Attention: Mr. Robert Skands Subject: ROUGH GRADING REPORT Lots 1 through 62,Planning Area 1A,Canyon Hills Project Phase 8,Tracts 36117&36118,City of Lake Elsi ore County of Riverside, California References: See Appendix A Dear Mr.Skands: This report presents a summary of Alta California Geotechnical,Inc.'s(Alta)engineering geology and soil engineering observations,as well as test results,pertaining to the rough grading operations for Lots 1 through 62, Phase 8 of the Canyon Hills Project, Planning Area 1A,Tracts 36117 and 36118,in the City of Lake Elsinore,County of Riverside,California. In preparing this report,Alta utilized the 40-scale rough grading plans,Sheets 8, 10, 11,and 14 of.29,(Plates 1 through 8)prepared by Rick Engineering Company. Engi nee ring�o�o�y�ataihi I�as`�Pillpmilt-s�,-Cieyways,canyon subdrains,backdrai v me�ccca r t De to JIVt gm ereu�i s are described In the text B�tL of this report and are shown on accompanying Plates 1 through 4. Soil engineering observations collected during rough grading are summarized in the text of this report and the developed datri�t�l�rijatl#1 The approximate iocatleras of campactlon tests under the purview of this report are shown on the accompanying Plates 5 through 8. Cuts,fills, unsuitabte-s vat a rEotssing of rtaturat` und under the purview of this report are considered to ha !"n a omp4WInleniral conformance with the project specifications and governing agency requirements. San Diego Office Coruna Ofte Phone:958.674.6636 Phone:951.509.7090 Project No.2-0020 Page 2 January 25,2016 1.0 ENGINEERING GEOLOGY 1.1 Geoloalc Units The site was underlain by undocumented fill,alluvium, older alluvial fan deposits,and metamorphic and granitic bedrock. All unsuitable material, Including undocumented fill,older alluvial fan depositis,and alluvium,was removed and used as engineered fill during grading.The approximate post- graded distribution of the geologic units is shown on the enclosed Plates 1 through 4. The following is a brief description of the units encountered during grading in order from youngest to oldest. 1.1.1 Granitic Bedrock(Map Symbol Kxrl Middle Cretaceous-age granitic rock was encountered across PA-1A.In general,the granitic rock is light-colored and is moderately hard in Its uppermost sections where it is highly weathered. With depth,very hard boulders or care stones become more common. 1.1.2 _Metamorohic Bedrock(Map Symbol MJ Mesozoic-age metamorphic basement rock underlies portions of the site. This unit was observed to be composed predominantly of metasandstone and metasiltstone of low-grade metamorphism. The unit is weakly foliated. This unit was observed to be medium to light gray along fresh surfaces and medium red-brown to medium yellow brown along fractures(joints). 1.2 Structure Relic bedding or foliation in the metamorphic rock was observed to strike in almost every direction and dip at shallow to very steep angles. The granitic rock was observed to be massive,jointed, and faulted. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No.2-0020 Page 3 January 25,2016 1.3 Faultin Flexural-slip faults were observed within the granitic and metamorphic bedrock. These inactive faults were observed to cut only the basement rock;no faults were observed to break alluvium or the older alluvial fan deposits. 1.4 Groundwater Minor groundwater was encountered during canyon cleanouts. 1.5 Corrective Grading A drained keyway supporting the superjacent fill slope was constructed along the western side of PA-1A.The keyway for this fill slope was constructed subjacent to lots 8 through 27.A drained fill keyway was also constructed superjacent to lots 33 through 37. Fill keyways were drained utilizing 4-inch and 6-inch diameter perforated drain pipe surrounded by 4 cubic feet of Winch crushed rock per linear foot all wrapped with mirifi filter fabric. 8-inch and 6-inch perforated canyon subdrains,consisting of 9 cubic feet of W inch crushed rock per lineal foot of pipe wrapped with mlrafi filter fabric,were installed as shown on Plates 1 through 4. All building pads in cut areas were overexcavated a minimum of three(3)feet. 1.6 Conclusions From an engineering geologic viewpoint,Lots 1 through 62 of Tracts 36117 and 36118, a portion of the Canyon Hills project,in the City of Lake Elsinore,County of Riverside,California,are considered suitable for their intended use. 2.0 SOIL ENGINEERING Prior to the fill placement reported herein,Alta representatives observed removal and overexcavation bottoms, keyways,and the processing of natural ground in preparing fill ALTA CALIFORNIA GEOTECNNICAL, INC. Project No.2-0020 Page 4 January 25,2016 areas. Fill materials were placed and tested under the observation and testing of Alta personnel. The following is a summary of our observations. 2.1 Removals During this phase of grading,the removal of unsuitable material was accomplished in all structural fill areas to expose metamorphic and granitic bedrock. Removal depths varied between 3 and 18 feet below the existing surface. Removal bottom elevations were surveyed by the project Civil Engineer and the survey shots are shown on the enclosed engineering geology plans (Plates 1 through 4). 2.2 Treatment of Removal Bottoms Prior to compacted fill placement,the exposed surfaces at the bottom of removals were scarified,moisture conditioned to near optimum moisture content,and compacted In-place to a minimum of 90 percent of the laboratory maximum dry density(ASTM:D1557). 2.3 Compacted Fill Placement Fill derived from sedimentary units consisting of the soil types indicated in Table I (Appendix B)was placed In thin lifts(approximately six- (6)to eight-(8)inches in thickness),moisture conditioned to optimum moisture content or slightly above,and compacted to a minimum 90 percent of the laboratory maximum dry density(ASTM:D 1557). Rock blanket fills were placed in lifts of up to two(2) feet in thickness, moisture conditioned, and compacted to a minimum 90 percent of the laboratory maximum dry density(ASTM:D 1557). Compaction was accomplished utilizing self-propelled,rubber-tired compactors,bulldozers along with heavy earth moving equipment. Each succeeding fill lift was treated in a similar manner. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No. 2-0020 Page 5 January 25,2016 2.4 Rock Hold Down In general,the following rock hold down criteria were utilized for PA-2A. Rocks greater than the dimensions listed below may be present in the rock hold down zones, but should be limited In number. Oversized rock In residential pad areas was placed five (5)feet below grade. From five(5)feet below pad grade up to pad grade, rock size was limited to 8- inches or less in largest dimension. In street areas,oversized rock was placed up to one foot below the deepest utility line(as determined by others). From street grade to one foot below the deepest utility line,rock was limited to 12-inches In largest dimension or less. 2.5 Compaction Test Results A summary of the compaction test results is presented in Table I (Appendix B), and the approximate locations of these tests are shown on the enclosed 40-scale geotechnical grading plans(Plates 5 through 8). Compaction testing was conducted utilizing Campbell Pacific Nuclear test gauges(ASTM D 2922 and D 3017). 2.6 Depth of Fill Compaction testing was performed approximately for each one(1)to two(2) vertical feet of fill placed. The approximate maximum vertical depth of fill placed within the subject tract is on the order of 127 feet beneath Lot 11. The approximate maximum vertical depth of fill placed on Individual lots Is summarized below In Table 2-1. ALTA CALIFORmA GEOTECNNICAL, INC. Project No.2-0020 Page 6 January 25,2016 TABLE 2-1 PA 1A Tract 36117&36118 Canyon Hills Depth of Depth of � Depth of Lot No. NII Lot No. Fill Lot No. Fill 1 33 22 41 43 69 2 39 23 39 44 56 3 50 24 34 45 49 4 62 25 31 46 44 5 93 26 22 47 39 6 104 27 4 48 _ 54 7 112 28 8 49 84 8 117 29 8 50 76 9 121 30 _ 8 51 74 10 122 31 4 52 _ 64 31 127 32 6 53 61 12 126 33 8 W54 61 13 116 34 8 55 73 14� _ 106 35 13 56 94 15 107 36 7 57 96 16 97 37 14 58 111 17 81 38— 7 rW 59 106 18 71 39 19 60 86 40 30 61 66 20 58 41 _43 62 56 21 5o 42 57 2.7 SMIEMENT MONITORING As stated in paragraph 2.6,the maximum depth of fill within the subject tract is on the order of 127 feet in the vicinity of Lot 11. One surface settlement monument was installed,in the vicinity of Lot 12. The approximate location of the settlement monument is shown on the attached Plate 1. Survey data for the settlement monument is presented in Appendix D. Based on the settlement monument data obtained from settlement monument placed in within the subject tract and in the adjacent tracts where the depth of fill exceeded 50 feet, and the elapsed time since rough grading was achieved,we conclude that the settlement process is substantially complete for the installation of Infrastructure improvements. The collection of survey data for all settlement monuments is currently ongoing. Once additional survey data has indicated that the settlement process is ALTA CALIFORNIA GEOTECHNICAL, INC. V Project No.2-0020 Page 7 January 25,2016 substantially complete for the deep fill areas(Lots 4 through 20,42 through 44 and 48 through 62),a release letter for onsite construction operations will be presented. 2.8 Cut/Fill Transition Lot Overexcavation The cut portions of cut/fill transition lots were overexcavated to provide a minimum amount of fill equal to the height of the proposed fill divided by three (1-1/3),with a minimum over-excavation of three(3)feet. After overexcavations were complete,the lot was scarified a minimum of 8-inches,moisture conditioned,and compacted to project specifications. Table 2-2 presents a summary of the cut/fill transition lots. TABLE 2-2 Design Cut/Fill Transition Lots Overexcavated and Replaced with Compacted Fill Tract Lot Number 36117& 26,27,30-34,36-38 36118 2.9 Cut hot Overexcavation The lots listed in Table 2-3 were originally designed as cut lots in hard rock and were overexcavated a minimum of three (3)feet in the back of the lot and four (4)feet in the front of the lot and replaced with compacted fill. After overexcavations were complete,the lot was scarified a minimum of 8-inches, moisture conditioned,and compacted to project specifications. TABLE 2-3 Design Cut Lots Overexcavated and Replaced with Compacted Fill Tract Lot Number 36117& 28,29 36118 ALTA CALIFORNIA GEOTECHNICAL, INC. Project No.2-0020 Page 8 January 25,2016 2.10 Street Overexcavation Street areas in metamorphic and granitic rock were overexcavated to the depths indicated on Plates 1 through 4 to facilitate utility Installation. Overexcavated streets were backfilled with material that was In general conformance with the rock hold down specifications stated in Section 2.4. 2.11 Slopes The following comments are in regard to the construction of fill slopes, stabilization fills,and general slope stability. 2.21.1 Fill Slopes Fill slopes were overfilled a minimum of 2 feet,measured horizontal to the slope face. The slope was then trimmed back to the compacted core and the slope face was then track walked. Compaction tests on the finished slope face were obtained after the completion of finish grading operations. The approximate locations of the slope tests are shown on the enclosed compaction test plans(Plates 5 through 8)and are identified by an "SL"suffix. 2.11.2 Stabilization Fill Slopes As noted in Section 1.5,a drained keyway was constructed for the stabilization fill slope subjacent to lots 8 through 27 of PA-1A.A drained, stabilization keyway was also constructed subjacent to lots 12 through 14 of PA-1B. 8-inch and 6-inch perforated canyon subdrains,consisting of 9 cubic feet of%-inch crushed rock per lineal foot of pipe wrapped with mirafi filter fabric,were installed as shown on Plates 1 through 4. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No. 2-0020 Page 9 January 25,2016 Prior to the placement of compacted fill,the keyways and backdrains were observed by a representative of this firm and surveyed by the civil engineer for location and elevation. The approximate location (based on survey shots provided to Alta)of the keyways, backdrains,and drain outlets are shown on the enclosed engineering geology plan(Plates 1 through 4). 2.11.3 Stability of Slopes Based on the results of tests and observations collected during the rough grading operations,it is Alta's opinion that all slopes constructed under the purview of this report are considered to be grossly and surficially stable at this time,and should remain so under normal conditions. As is the case with any graded slope,proper drainage, maintenance,and landscaping are essential to long-term performance and should be implemented as soon as possible. 3.0 DESIGN RECOMMENDATIONS The recommendations presented in this report are to support construction of single- family residences. The subject lots will be utilized to support one,and two-story,wood framed residential structures. Maximum anticipated wall loads are expected to be less than 2 kips perfoot. It is our understanding that the subject lots will be designed utilizing the 2013 California Building Code,and therefore,geotechnical design recommendations presented in this report are based on that document. Finished grade samples deemed representative of the near surface soils were collected during the grading operations and were subjected to a series of tests In order to formulate foundation design recommendations. Tests conducted on selected samples included grain size analyses(modified hydrometer portion),soluble sulfate content,and Expansion Index tests. Table 3-1 presents a summary of these tests. ALTA CALIFORMA GEOTECHNICAL, INC. Project No.2-0020 Page 10 January 25,2016 TABLE 3-1 Summary of Hydrometer and Expansion Index Testing I Recommended Hydrometer Analyses(Percent) Sulfate Expansion Expansion Content Index Potential To Use For Gravel Sand Silt Clay (% .). Design Wt 1-4 30 Low 9 48 39 4 0.007 5-8 1 Very Low 17 60 16 7 ND 9-12 10 Very Low 13 54 25 8 ND 13-16 9 VeryLow 24 53 15 5 ND 17 20 1 Ve Low 12 63 16 9 ND 21-24 0 Very Low 7 68 15 10 ND 25-28 5 Very Low 20 55 16 9 0.01 29-32 25 Low 3 63 __[ 17 14 0.002 33-36 0 Very Low 9 72 13 6 ND 37-40 4 Very Low 6 66 18 10 ND 41-44 1 Very Low 5 83 8 4 0.007 45 47 0 -VeryLow 11 80 5 4 ND 48,49 36 Low 5 60 15 20 ND 50-53 6 Very Low 19 54 17 10 ND 54-57 27 Low 15 45 27 13 0.019 58,59 4 Very Low 17 55 19 9 ND 60-62 36 Low 5 60 15 20 ND 'ND-Not Detected Based upon these test results and tests conducted during rough grading,the following design recommendations are presented for the subject lots. These design recommendations are presented as a minimum standard for the as-graded on-site soil conditions. Structural and Building Code requirements should govern final foundation design. 3.1 Foundations Foundations may be designed based on the values presented in Table 3-2. ALTA CALIFORNIA GEOTECHNICAL, INC. L Project No. 2-0020 Page 11 January 25,2016 Table 3-2 Foundation Design Parameters* Allowable Bearing 2000 Ibs/ft ---- Lateral Bearing 250 Ibs/ft at a depth of 12 inches plus 1251bs/6 for each additional 12 inches of embedment to a maximum of 2000 Ibs/ft'. Sliding Coefficient 0.30 *These values may be increased as allowed by Code to resist transient loads such as wind or seismic.Building code and structural design considerations may govern depth and reinforcement requirements and should be evaluated. 3.2 Conventional Foundation Systems Based on the onsite soils conditions and information supplied by CBC 2013, conventional foundation systems may be designed in accordance with Tables 3-1,3-2,and 3-3. The parameters presented in Table 3-3 are considered minimums based on expansion indexes. The structural engineer should determine the final reinforcement requirements based on the laboratory testing presented in Table 3-1 along with these minimum requirements. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No. 2-0020 Page 12 January 25,2016 TABLE 3-3 CONVENTIONAL FOUNDATION DESIGN PARAMETERS Expansion Very Low Low Potential Soil Cate o _ I _ IA Lot Numbers 5-28,33-47,50-53,58,59 1-4,29-32,48,49,54-57,60-62 Effective Plasticity 10 12 index Minimum Footing 12 Inches 12 inches Embedment' Footing Width: One-story 12 inches Two-Story 15 inches Footing No.4 rebar,one(1)on top,one(1) No.4 rebar,one(1)on top,one(1)on Reinforcement on bottom bottom - 44nches Slab Thickness (minimum).� .,...-...�_.�.-�,._.._.,,�....�w,.... No.3 rebar spaced 24-inches on Slab center,both directions No.3 rebar spaced 18-inches on center,both Reinforcement" Alternate:6x6-30x10 welded wire directions mesh placed at mid height.. _.w Under-Slab See Section 1.5 Requirement — — Slab Subgrade Minimum 110%of optimum Minimum 110%of optimum moisture to a Moisture moisture to a depth of 12 inches depth of 12 inches prior to pouring concrete prior to pouring,concrete - _ .,....... Garmer Entrance See Section 1.4 If exterior footings adjacent to drainage swales are to exist within five(5)feet Footing horizontally of the Swale,the footing should be embedded sufficiently to assure Embedment embedment below the swale bottom is maintained. Footings adjacent to slopes Adjacent to Swales should be embedded such that a least five-(5)feet is provided horizontally from and Slopes edge of the footing to the face of the slope. *Minimum footing embedments are based on expansion index. The structural engineer should also take the number of floors into account in determining embedment depths,based on current code requirements. '"If welded wire mesh Is utilized for slab reinforcement,the contractor should take necessary steps during construction to ensure that the mesh Is placed in the center of the design concrete slab section. 3.3 Post-Tensioned Slabs/Foundation Design Recommendations Post-tensioned slabs for the project may be designed utilizing the parameters presented in Tables 3-1,3-2,and 3-4. The parameters presented herein are based on methodology provided in the Design of Post-Tensioned Slabs-On- Ground,Third Edition, by the Post-Tensioning Institute,in accordance with the 2013 CBC. Slabs designed for very low expansive conditions may be designed utilizing the California slab design methodology. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No.2-0020 Page 13 January 25,2016 TABLE 3-4 POST-TENSION SLAB DESIGN PARAMETERS Edge Lift Center Lift Category Expansion Lot Numbers Minimum _ Ym -,, --- 1 Potential Em m(ft)bedment' - E ' Em(ft) , Ym(inch) (inch) 5-28,33.47,50-53,58, 9.0 0.11 I Very Low 59 12 inches 5.7 0.24 1-4 29-32 48 49 54-57 IA Low -fit 12 inches 5.4 i 0.61 9.0 0.26 60 f Slab Subgrade Moisture Categories I and IA Minimum 110%of optimum moisture to a depth of 12 inches prior to pouring concrete -- Embedment* The minimum footing embedments presented herein are based on expansion indexes. The structural engineer should determine minimum embedments based on the number of floors supported by the footings,the structural loading,and the requirements of the latest California Building Code. If mat slabs are utilized,alternate embedment depths can be provided. Moisture Barrier - A moisture barrier should be provided In accordance with the recommendations presented in Section 1.5 The parameters presented herein are based on procedures presented in the Design of Post-Tensioned Slabs-On- Ground.Third Edition. No corrections for vertical barriers at the edge of the slab,or for adjacent vegetation have been assumed. The design parameters are based on a Constant Suction Value of 3.9 pF. 3.4 Garaze Entrance Where garage slabs are not post-tensioned,a grade beam reinforced continuously with the garage footings should be constructed across all garage entrances,tying together the ends of the garage footings. This grade beam should be embedded at the same depth as the adjacent perimeter footings. A thickened slab should be provided at the garage entrance above the grade beam. The minimum dimensions of the thickened slab should be six inches wide by six Inches thick and need not be specifically reinforced. The garage slab should have a positive separation from the stem walls. The grade beam/thickened slab edge should not be constructed monolithically,but rather should consist of a clean, cold joint. Garage slabs should be quartered or saw-cut at a maximum of 10-foot increments, if not post-tensioned. ALTA CALIFORMA GEOTECHNICAL, INC. Project No.2-0020 Page 14 January 25,2016 3.5 Moisture Retarder A moisture and vapor retarding system should be placed below all slabs-on- grade in living areas and other portions of the structures considered to be moisture sensitive. The retarder should be of suitable composition,thickness, strength,and of low enough permeability to effectively prevent the migration of water and reduce the transmission of water vapor to acceptable levels. Historically,a 10-mil plastic membrane,such as Visqueen placed between 2 to 4 inches of clean sand, has been used for this purpose. The use of this system or other systems,materials,or techniques can be considered,at the discretion of the designer,provided the system reduces the vapor transmission rates to acceptable levels. 3.6 Seismic Design The following seismic design parameters are presented to be code compliant to the California Building Code(2013). The site has been identified as"D"site class in accordance with CBC,2013,Table 1613.5.3(1). Utilizing this information,the computer program USGS Seismic Design Maas and ASCE 7-10 criterion,the spectral response accelerations are as follows. Table 3-5 Seismic Design Parameters Latitude 33.6672"N and Longitude-117.2693'W Ss( eriod 0.2 sec) 1.500 SMs(period 0.2 sec) 1.500 SDs(period 0.2 sec) 1.000 S1(period 1.0 sec) 0.600 SM1(period 1.0 sec) 0.900 SD1(period 1.0 sec) 0.600 These parameters should be verified by the structural engineer. Additional parameters should be determined by the structural engineer based on the Occupancy Category of the proposed structures. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No. 2-0020 Page 15 January 25,2016 3.7 Concrete Sulfate testing conducted for the project(Table 1-1)indicates that the onsite soils exhibit"negligible"sulfate exposure(Class SO,ACI 318-11). As such,per ACI 318-11,the use of sulfate resistant concrete is not required. 3.8 Corrosion Based on previous testing,the onsite soils are moderately corrosive to buried metal objects. Buried ferrous metals should be protected against the effects of corrosive soils in accordance with the manufacture's recommendations.Typical measures may include using non-corrosive backfill,protective coatings, wrapping,plastic pipes,or a combination of these methods.A corrosion engineer should be consulted if specific design recommendations are required by the improvement designer. Per ACI 318-11,an exposure class of C1 would be applicable to metals encased in concrete(rebar in footings) due to being exposed to moisture from surrounding I soils. i I 3.9 Minimum Death of Embedment 1 i In general,for the subject site,where foundations for residential structures are I I to exist in proximityto slopes,the footings should be embedded to satisfythe requirements presented in Figure 1. Alternate setback recommendations for foundations adjacent to descending slopes were presented in Alta, 2014. These i recommendations were based on Section 1808A7.2 of the 2013 CBC which states, "Foundations on or adjacent to slope surfaces shall be founded in firm material with an embedment and set back from the slope surfaces sufficient to provide vertical and lateral support for the foundation without detrimental settlement." Based on the grading operations summarized herein,the composition of the soils onsite which are generally not subject to slope creep, ALTA CALIFORNIA GEOTECHNICAL, INC. Project No.2-0020 Page 16 January 25,2016 and slope stability calculations based on the as-graded material,the setback recommendations presented in Alta,2014 are applicable. The Project Geotechnical Consultant should reviewthe precise grading plans to verify that the recommended setbacks have been applied. FIGURE 1 FACF OF FOOTING TOP OF SLOPE FACE OF H13 D T NEED NOT STRUCTURE EXCEED 40 FT. H TOE OF MAX. SLOPE H/2 BUT NL'ED NOT EXCEED IS FT. MAX. 3.10 Fence&Garden Walls Block walls,if used,should be embedded a minimum of 2 feet below the lowest adjacent grade. In the vicinity of descending slopes,the foundations should be embedded to provide for a minimum distance of H/6(where H is the height of the slope)from the face of the slope to the outside edge of the bottom of the footing(to a maximum of 20feet). Construction joints (not more than 20 feet apart)should be included in the block wall construction. Side yard walls should be structurally separated from the rear yard wall. ALTA CALIFORNIA GEOTECHNICAL, INC. 1 Project No. 2-0020 Page 17 January 25,2016 3.11 Retaining Wall Design Retaining walls should be founded on compacted fill and should be backfilled with select granular soils that allow for drainage behind the wall. Foundations may be designed in accordance with the recommendations presented in Table 3- 2. Unrestrained walls,free to rotate at least 0.001 radians, may be designed to resist lateral pressures imposed by an equivalent fluid pressure in accordance with the Table 3-6 below. The table also presents design parameters for restrained retaining walls. These parameters may be used to design retaining walls that may be considered as restrained due to the method of construction or location (corner sections of unrestrained retaining walls). TABLE 3-6 Equivalent Fluid Pressures for 90%Compacted Fill (0=32) 6addill Active(psf/ft) At-Rest(psf/ft Level 38 59 2:1 59 _ 106 Per the requirements of the 2013 CBC,The seismic force acting on the retaining walls may be resolved utilizing the formula 21H2lb/lineal ft (H=height of the wall). This force acts at approximately 0.67H above the base of the wall (inverted triangular pressure distribution). The retaining wall designer may convert these parameters as needed in the design. ➢ Restrained retaining walls should be designed for"at-rest"conditions, utilizing Ko. ➢ The design loads presented in the above table are to be applied on the retaining wall in a horizontal fashion and as such friction between wall and retained soils should not be allowed in the retaining wall analyses. ➢ Additional allowances should be made in the retaining wall design to account for the Influence of construction loads,temporary loads,and possible nearby structural footing loads. ALTA CALIFORMA GEOTECHNICAL. INC. Project No.2-0020 Page 18 January 25,2016 ➢ Footing excavations for retaining walls should be observed by the project soil engineer or his representative. ➢ Select backfill should be granular,structural quality backfill with a Sand Equivalent of 20 or better and an ASCE Expansion Index of 20 or less. The backfill must encompass the full active wedge area. The upper one foot of backfill should be comprised of native on-site soils(see Plate A). ➢ The wall design should include waterproofing(where appropriate)and backdrains or weep holes for relieving possible hydrostatic pressures. The backdrain should be comprised of a 4-inch perforated PVC pipe in a 1 ft.by 1 ft.,Winch gravel matrix,wrapped with a geofabric. The backdrain should be installed with a minimum gradient of 2 percent and should be outletted to an appropriate location. For subterranean walls this may include drainage by sump pumps. ➢ No backfill should be placed against concrete until minimum design strengths are achieved in compression tests of cylinders. it should be noted that the lateral bearing and allowable bearing values presented in Table 3-2 are based on level conditions at the toe. Modified design parameters can be presented for retaining walls with sloped conditions at the toe. Other conditions should be evaluated on a case by case basis. 4.0 DESIGN AND CONSTRUCTION RECOMMENDATIONS 4.1 Concrete Slabs Exterior concrete slabs and walkways should be designed and constructed in consideration of the following recommendations. 4.1.1 Suberade Compaction The subgrade below exterior concrete slabs should be compacted to a minimum of 90 percent relative compaction as determined by ASTM Test Method: D 1557. ALTA CALIFORNIA GEOTECHNICAL, INC. RETAINING WALL BACKFILL DETAIL PROVIDE DRAINAGE SWALE alb Tp2 NATIVE BACKFILL —I' 12 IN. MIN. H/2 MIN. NATIVE OR SELECT SELECT BACKFILL BACKFILL E.I._< 20 •,.AND SE?20- H DRAIN LATERALLY, OR PROVIDE WEEP 1 HOLES AS REQUIRED *OR AS MODIFIED TO DRAIN BY A SPECIFIC REPORT 1' j ' 1 • •.2�•MIN;� 1 PIPE: 4—INCH PERFORATED PVC, SCHEDULE 40, SDR35 OR APPROVED ALTERNATE MINIMUM 8 PERFORATIONS (1/4—IN. DIA.) PER LINEAL FT. IN BOTTOM HALF OF PIPE ROCK: MINIMUM VOLUME OF 1 CU. FT. OF 3/4—IN. MAX. ROCK PER. LINEAL FOOT OF PIPE, OR APPROVED ALTERNATE FILTER FABRIC: MIRAFI 140 FILTER FABRIC OR APPROVED EQUIVALENT ALTA CALIFORNIA GEOTECHNICAL, INC. PLATE A VER, 1/10 PATHS\Dmfling\ALTA OEOTECHNICAL\GRADING DETAILAPLATE A'dwg Project No.2-0020 Page 19 January 25,2016 4.1.2 Subsrade Moisture Very Low to Low Excanslon Potentlal The subgrade below concrete slabs on very low to low expansion lots should be moisture conditioned to a minimum of 110 percent of optimum moisture content to a depth of 12 inches prior to concrete placement. 4.1.3 Concrete Slab Reinforcement Utilization of reinforcement for flatwork and driveways is subject to a cost/benefit analysis for the developer. Reinforcement will decrease the amount of cracking that may occur in flatwork, however,planning for occasional repairs may be more cost effective. Utilizing closely spaced control joints maybe more cost-effective than utilizing reinforcement for very low to low expansive soils. Consideration should be given to reinforcing all flatwork with irregular(non-square/rectangular)shapes. 4.1.4 Concrete Slab Thickness Concrete flatwork and driveways should be designed utilizing four-inch minimum thickness. 4.2.5 Control Joints Weakened plane joints should be Installed on walkways at intervals of approximately eight feet. Exterior slabs should be designed to withstand shrinkage of the concrete. 4.2 Utility Trench Excavation All utility trenches should be shored or laid back in accordance with applicable OSHA standards. ALTA CALIFORMA GEOTECHNICAL, INC. Project No. 2-0020 Page 20 January 25,2016 4.3 Utility Trench Backfill Mainline and lateral utility trench backfill should be compacted to at least 90 percent of maximum density as determined by ASTM:13-1557. Onsite soils will not be suitable for use as bedding material but will be suitable for use In backfill, provided oversized materials are removed. If native soils are used, mechanical compaction is recommended. No surcharge loads should be imposed above excavations. This includes spoil piles,lumber,concrete trucks,concrete blocks, or other materials and construction equipment. Drainage above excavations should be directed away from the banks. Care should be taken to prevent saturation of the soils. S.0 SLOPE AND LOT MAINTENANCE Positive drainage away from structures and slopes should be provided and maintained. Design fine grade elevations should be maintained through the life of the structure. If design fine grade elevations are altered,adequate area drains should be installed in order to provide rapid discharge of water away from the structure. The resident or owner Is responsible for proper irrigation and for maintenance and repair of properly installed irrigation systems. Leaks should be repaired immediately. Sprinklers should be adjusted to provide maximum uniform coverage with a minimum of water usage and overlap. Over-watering with consequent wasteful runoff and serious ground saturation should be avoided. If automatic sprinkler systems are installed,their use must be adjusted to account for natural rainfall conditions. 6.0 HOMEOWNER MAINTENANCE AND IMPROVEMENTS CONSIDERATIONS Attached as Appendix C are additional drainage and maintenance recommendations that should be included in the sales package to be presented to homeowners upon occupancy. ALTA CAUFORNIA GEOTECHNICAL, INC. Project No.2-0020 Page 21 January 25,2016 7.0 FUTURE SITE DEVELOPMENT Future site work should be performed in accordance with local governing agency requirements and the recommendations of a qualified geotechnical consultant. Geotechnical design recommendations for future site development should be based on additional plan reviews and testing of the site soils by the Geotechnical Consultant involved in development of the subject lots. 8.0 CLOSURE This report presents information and data relative to the grading and placement of engineered fill at the subject site. Representative(s)of this firm conducted periodic tests and made observations during the progress of construction in an effort to determine whether compliance with the project drawings,specifications and applicable Building Code was being obtained. The presence of our personnel during the work progress did not involve any direct supervision of the contractor or his work forces and does not relieve the contractor of the primary responsibility to perform all work In accordance with the project specifications and Code requirements. Professional and technical advice and suggestions were provided to the owner and/or his designated representative based upon the results of the tests and observations. Completed work under the purview of this report is considered suitable and adequate for the intended use from a geotechnical point of view. Conditions of the referenced reports remain applicable unless specifically superseded herein. ALTA CALIFORNIA GEOTECHNICAL, INC. Project No.2-0020 Page 22 January 25, 2016 Alta California Geotechnical, Inc.,appreciates the opportunity to provide its services. if you have any questions or should you require any additional information,please contact the undersigned. Respectfully submitted, ALTA C LIFO NIA GEOTEC ICAL,INC. Reviewed by. A— . ."-,;w DOUGLAS C. MCCORMICK SCOTTA.GRAY/RGE 2857 Directr of Reg. Exp.: 12-31-16 FES FES Vice Pies dentid Operations Registered G otechnical Engine �hl TA. si Fyn Vice President y W .1_ A a �:2,31- 7� CH O CAL THOMAS J. 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x d d d d O M f�D N N N N N N Ol d i N N N ' ' N N N N < < C C < 3 Ox) x Ox) 0O) N N N N X X x - - - X X - - - _ = N N N N N _ 7 CD D N N N N N r r r T O) QI w f0 fO f0 CD a) w n T W W SF 0 x x 0 0 0 0 0 0 O m W m N 0) n (om m un m u O (O (O N n � � � x O OOOOOOp O O ,;I - N N ' V V V O OD 3 3 w O O O O O O O O O O T. 7 D 7 v z m n O1 3 O C 0 � C W 2 �• � d O m 0CP �. 3 m O m 1 N a co w N m C O 1 ^� a 7 W W (O w N A (O (O NV N N A O) O O O) A O O O A A w V O) N O O) O W W O N J O O O O O O O O O O O O O O O O O (Jt O W O O O O O O O N O C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o b O m w W W W W w w W w w w w W w w W W !:a w W w W W w w W W W O co a z o in � a a j O O O O O o O O p O O O O O O O O O 0 0 p p O O O O O O CO) IDCL N N N N N N N N N N N N N N N N N N N N N N N N N N N N o fll N N N N N N N N N N N N N N N N N N N N N N N N N N N N n m a Ol 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 N N N N N N N N N N N N N N N N N N fp N N N N N N N 4) N m m m m m m m m m m m m m m m m m m m m m m m m m m m m m C o cn cn to cn cn N cn cn to cn cn cn cn cn to cn cn cn cn cn to to to to cn cn o 0 0 0 0 0 0 � p ((DD (D m m m m m m m m m m m m m m m m m m m m m m m m m m n oN m m m m m m m m m m m m m m m m m m m m m m m m m m m m CO) o T a a a a a a a a a a a a a a a a a a a a a a a a a a a a a N X u) m m m m m m m m m m m m m m m m m m m m m m m m m m m m (g r" ci ni v Di w of off' ci ui E' v ci Di v v v oai' v v v a' ui w off' m off' off' ci � N c c c c c c c c c c c c c c c c c c c c c c c c c c c c X — 9 � O n > § « o m _ \ \ � a - 0 ' a ' o / m /c;; c k q ) n ƒ ) 3 0 j k§Qj CA ) w e \ m o o CD z k m » . 2 ■ ) 0 CA e _ z CD 2 _ � 3 - o , § 0 / \ § k \ ■ � { k E 0 j o m/ © m o i E m D / °K) 21 g § . � CD � z k § § ) � ¢ 5 § k % w \ G / $ CD \ § k 2 a ° � � � � � 2 � oCD § § a: i § 91 / - g g 7 0 ma § a o m ; , $ \ M ■ \ ) i CD m 6 D O n T n M ca CM °' 0 D D n cp Q 0 Can :3 c �_ m 0 r2 o O ;iu CO) 7 D 'm C Z m d 0 co 0 0 o G cp m 3 _ o f f o 00 = fD p D m < a w 0 o D — 0 n -0 O m l oT oT 3 ti oZi n �' n CD y m a) m 0 3 0 w O °' H N 3 � .< c m r N N M 7 CA D Z ' o d N v m , A mO a o D CO) No D D c0 F) 0 m xy o o v m c1 0 m N CA IN p D) 00 N N V (D V (D 0 v N 4l (AD O N N N N N m m N Z O_ O a 0* 0 0 0 0 0 0 5 0 O 0 00 00 a a a a o m 0 O' 0_ 0' O' -n -n -n -n -n 0. m in 3 -n -n -n -n � m 3 3 3 3 3 o O N CL O_ CD m a 0- m0. m0. 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Q � � � a 5' _ _ -, a G� ` m 'o � Ocn o ` `D o ` m c� � m c� � (D on0i0`? oG) cm (Qo.� 0 m o c/1 � T poem c � T � T m � T (D � T � � m � Colo CD o T3' m T � y TT � ?7@ 3 = - 3 = T3 _, T o T T � ID m may o °@ "•' w 3 � y Amy 3dy 5@j, o� " D� oa ?r, @ � y � o � y m 0 -n 0 0 0 0 0 0 0 cn m o cn m O 0 3 . 0 (n d rn a a � A a (, ti' y a „ ^ o 'o T Qo oa a � oa (ND ,. QNc ? ��a rn y (p (n Coy ,b cn A co y m o y 3 N CD (pc (n cnc � c c O O.y o Qy' y' c () co Q O a � 3 � a3 � 3 � 3 � 3 � 3 0 0 3 _c 3 .� 4 rz (n ^) m ^'((perp O ^' oo Nw NNm ^' Noo co (Q � 0 � � O3 A � � Off? (p OWN CD— Q) (OAa) to Ay 7' N 30 30 m 0 0 _ 5'a a m a � o an (Oan tW0 � (naD cmj a >t x (L!1 cn j 7 71 5 (p (O O 0 > D (D N D D D W N n n v p 5 m m n m m m p W m' � n a s m a -n z n y Z ? Z z S D S D 2 D c0 m N O 7 d D ° I d o m d z � Do 3 N 0 o Z CD 3 In Z Z m O Z coN m CD RI m y c� Z �, 3 m 0 N y 3 o CO) 3 0 c O-n m N z c m a 0 n 0 0 x 1 0 °: m a = to 0 rn N O O S N N N m o D m N < f3A o CD 3 LA 0 n m m ai CO) D 3 < z a D N D a M 1� R1 o O A ni C Z .. D N m w o p 0 y CO) o c m z W p a o m 3 N CO) Z _ 0 fD O M y N N N 1 O N S N r 0 0 0 O CDK m w CD G 9 (D 7 N m o A o 3 cn a y. -0 �< m d mo 3 o O O N M 3 a v U)CD 3 3 n 0 w D d d z CD o x C M c o z o •0 Do CAo O O °: d m v N < CD ID N rD 2 0 in c o r 3 CD m w H N = a D F. O O 7 7 C O 0 N W N W n N UJ O. w 0 A J � m 3a ' " n .c °i m z is x v, w � :3oCD < o co c " c S 0 0 n v3 0 to 0 0 rn 3 w 3 d w M " m W p or 3 0 00_ o m to o � m ' 3 o O Q o CD m c� .�. OD �. N C2 ? G'> N O O O C79 19 < ' m � O) w '33 m A ' � 0 CD N A O 3 a W _ v ^' � z $ m °' CD m fD�. 3 m O w m c m o c m M m D 0 0 c„ o v CD N C Z Z p ,C m CD O .Z1 0) d : O d O N W SI Z f0 0 N OR C C CD C 2 T S co Q m M D v �' d `� X _ C) p = n O ID < o m m N N L 0) .Z1 NX, d O �p y ID O CD0 0 0 0 0. 0 N D n aD T cD o O p co m o m m a0 9 a 0 0, m Q Q v N -n (3 o M o 'A E o m o n N O C C1 3 7 c .Oi 01 T > > Q °1 0 o m 0. o� s m cn M o ...� coo o x m w D+ O S A O r OZ OZ d V co Ln N 3 co "H 0 0, 0 o 0 � � § :10f I = x x = I n n § k f 0 0 0 © � E # v 2 n 0 g g q © { R CO) _ 2 0 [ n x z \ z En \ ( q 7 z \ z k ' § ) } co cn � o k 2 B 3 f ] ) B ( \ o ) q I m a 2 9 ƒ § m o £ zCD E ] \ o § I 3 2 \ 0 � � J � t w o { _ ' % 2 f m m ] - ] 2 i q m z g 2 E ~ o (n n \ / § Cl) ° k \ � k 0 f ° 2 z / M § 0 a ƒ � § k c U m _ CD M J 8 < { o M M. r o % m $ g % / CD m 2 # r Cl. E , .0 CL \ m » > m g C ■ m Cl) & CDo ¥ z CDk o m E a (D E E n 0 # o ° � r o \ % q 2 / i \ % E 2 a m a < = -n � M n r [ Q to » # a \ 0 2) ; ° § - o m c n § / [ r A CD j % ° J § n ■ J % S ¢ 0 to { f © rn _ 40.. E m ■ 2 _ E o o to R m 2 - E o - a0 m E w CDE o � - i z \ § 0) M } k z £ • £ § 0 CO C m ( § ¢ CL c , ; w f k o 2 5 ; -0C CD o \ o CL m K X0 CD f 2 [ 0 � ° \ ' = o E E \ n £ K E a ' i £ f ■ _ ® K3 CL C z A / 2 / rL 0r a ® \ } [ CD(D 0 a k / k � CD, CD x o $ G m a 22 CD _ _ . G c ` 00 ° )CL / X E % CD ° / � ) $ 2 2. 9 m § 8 m C7, iA f0 f2 f gE fQ § , E I ! ( E ( _ 0CD a � � ( o §2 2 g , . ( E o %m / q cL/ § § 3 w 2 qa CL -CL lbk w , oo a ° I to m \ 0 � ( i § k 3 § n m ' = n n 133 § T. a\ r � 2 . J E 0 CL _ a m z \ \ - , R , m § (Ac 2 (0 m q q n ; c t ■ , . § / / � k w o \ \ a k m $ T ; CO) \2 z � Z 2 r ° « \ / CD M 2 m $ ; ¥ » . , 0 ; g > ; ) 0 ; a CO) § § m A) z / § , 0 ° r n m m 0 � 3 , » z n » 0 0 Q ca < \ M o \ § z n 7 o I < m q 2 mcli , E n ■ g n $ 2 0 § ` 2 � § g § \ CD 0 § § q § a � k § / ƒ 2 ~ k # / CD C- m 0) = n n M \ j ° � ° ° W � � § ) � A aQ .. m CD P a o m FD C4 o = ■ \ X k $ IDA J 0 n 2 CD § ° 2 D 2 @ q � g _ / ) i § 0 o 0 z D 0 w - S 0 D 0 0 o n M n °4 ° v 3o cn ID m p D O mmm na N 0 a � c " y (D CT m a m O Z O O N rt m N 3 C C n 1 c ?; � N O to CD 7 Z y O 7 d Cn m 7 � m 3 3 0 g y m m N 5 _g a � m 0 d m N n N m CD < ' �` m z 7 > j N N C� = m m c° 3 ?: > Z m n m z a ° 7 O O p y � m ° W D o 3 CCD 0 Dm~o 3 m 0 o y m CL s Q f. m CD < N_ O D ? o m m m y_ ' N 7 (n m H .d.. m m m (D 7 O S (� z e'f -n 7 y N 7 y. m m m O = w O rn y v 7 z S O CNn �7 7 m 7 m 0.0 cli m O o N N a m ID H m o N r 3 c a � � tu0 rn o m m Z a s ,'o 3 o N n D ' � mo v_ r m o- oo d �' m y D y 5 > N o a m a c 0 0D :3M C C=i N m -°CL '� Z a N CD CD w 0 m o --im CL m m D 3 y m 0 o a 20 3 N m m z 7 a) 'ag 3 ° ° ' 7 m m v m D a a, m CD CL z o• 3 r m N C u) -o7 m M n a Q m a o m y z m O S 3 m 1 3 o a 3; N 0 n a' m 0. � Om c 0 O ° 7 � m M a S CD 7 y d 3 m m s a y o m m D m m 00.0 'a n » m m 7 S n O 0 O m m m H m d = -o ao � � n a0o 3 O •�, c 3 v w m 3 s r 0 7 m n- n o p m o m 0 z n D y o m ,�, = o 63 �i 7 ' m 3 3 12. m -o m m fb w fb co o z N m m � 0 5 N > a7 N � ° m ID �D O N ° m ° O O O 7 0 d O N 4 7 D 7 m O<_7 01 3 m CD ' W N C ID ~ o c m v> > Q m 2 3 O rn c A O w f of a J OmCD z 7 w o. m s N m 3 lA 0 m G 3 s, (Al j O CD0 w n O_ C) � m ((6 m 7 d ' T. O"m 7 N O (�1 (''" o D 0 O- O N 7 2.. °(o O � pj c S 7 b 3 m 9 �. 3 - o ca rn <° s o m N N 7 m m =i ID 7 a W 3 d m m w �4 c a ^W' a 0 0 m s '3 �. vw � g c H �0 3 (A 7 C- 37 » 7 m c � 7 7 < OCD °' o CD (D O' �y j A 0 m 01 J\oV O _ v a m °'Er -00 3 A O V1 aZ, � N A cn L 'O 'Ci ? n ° am �^ m C m @ m d 3. m O 01 p A a 3 o o' o -0 _ N zr ol N 7 m O 0 N CP n ° N O1 1 ° 4 C TC) .� 3y ##���MMM j F, c' o m 0 i, CD O < .� W m Er m ° m m m I( tLrn C0 I — 71 A TRUSTED PARTNER IN INNOVATION, QUALITY& SERVICE CITY OF I...AKE ELS" INC)R B U 5kGA�&UibZ)lNIONS (A 79 Unit Residential Development) I ERMIT # - / u ra - PA Plan 1, 2 a 3 APPkPM,, Lake Elsinore,County of Riverside,CA Gouvis Job No.: 64002 �• 07/05/2016 4�1J Developer: Pardee Homes �. Architect Bassenion Lagoni Architects NG rn u� 64238 m Exp. 7 'D ��1�• clv% - P�\~ FOF CAI.�F0 949.752.1612 Huan Nguyen, Director 4400 Campus Drive C64238 Exp. Date 6/30/2017 The attached calculations are valid only when bearing original or O -�O Newport Beach,CA electronic signature of Huan Nguyen, Hereon. 92660 www.gouvisgroup.com Hayward,CA Palm Springs,CA Ho Chi Minh City,Vietnam gl USM Design Maps Summary Report User—Specified Input Report Title Canyon Hills Wed June 29, 2016 15:47:26 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) , Site Coordinates 33.66720N, 117.269311W Site Soil Classification Site Class D - "Stiff Soil" u Risk Category I/II/III a .Ramaland- ' ,,t-Iarri�l�sx� .. _ .. `\♦ �, . lr ✓Slit i f, ,'io3a's�rt :�r ' - ^• .. � �� '•.._.._�.. -",... .,`'"Ara uiRCitY Winchester' T: .I-iik�1=1Sii1 f, a F.!llsro.a �• Santa �► �; ��, Lakeland ,Ville a SedtoHills g .r y J1 i . .'ilifild4mar J'r yr,1�S Murdeta USGS—Provided Output Ss = 1.907 g Sws = 1.907 g Sc s = 1.272 g S! = 0.831 g SMl = 1.246 g Sol = 0.831 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 2.20 k 43 I 2.00 1.30 1 90 1,17-� 1,60 1 04 1 40 0,51 0+ 1 24 Ci 0.r8 1 00 0 6a lose 05. 0 60 rs.35 o,+a r 26 ,l � 0.20 0 13= 0,00, M i F 1 i--+—1 0.00�— F r i r 0 00 0;0 0 40 O.60 0 90 1 00 L20 1 40 1,60 1,8o 2,00 0-00 0.20 0-40 0 60 0-20 1.00 1 20 1.40 1 60 1.00 2,00 Period, T(sec) Period, T(sec) For PGAM, T,, CRs, and CR, values, please view the detailed report. GOT T"TS` Job 64002 �J v 1 Plan 1 consulting group,inc. SHEAR WALL SCHEDULE 2013 CALIFORNIA BUILDING CODE (1), (3) SILL PLATE CONNECTION SHEAR EDGE FIELD ALLOWABLE 1/4"Ox6" 1/4"04" FRAMING CLIPS A35's, SIDS SIDS PANEL SHEATHING NAILING NAILING SHEAR 16d's SCREWS SCREWS LS50's OR LTP4's TYPE (8) (COMMON) (COMMON) (PLF) SINKER LSL&DF LVL (5),(6) (9) RIM BOARD RIM BOARD 3/8"APA 8 d's 8 d's 260 7) @ 6"O.C. @ 16"O.C. @ 14"O.C. @ 16"O.C. rated @ 6"O C. @ 12"O.C. : 2(20 A3/8"APA 8 d's 8 d's 380 (7) (4)(2) rated @ 4"O.C. @ 12"O.C. 320 @ 4"O.C. @ 12"O.C. @ 10"O.C. @ 12"O.C. 3/8"APA 8 d's 8 d's 490 (7) (10) (10) (10) (10) (4)(2) rated @ 3"O.C. @ 12"O.0 410 @ 3"O.C. @ 8"O.C. @ 7"O.C. @ 8"O.C. 3/8"APA 8 d's 8 d's 640 (7) (10) (10) (10) (10) (4)(2) rated @ 2"O.C. @ 12"O.C. 530 @ 2 O.C. @ 6"O.C. @ 5"O.C. @ 8"O.C. (10) (10) (10) (10) A15/32"APA 10 d's 10 d's 2 ROWS (4)(2) rated Structural I @ 2"O.C. @ 12"O.C. 870 STAGG. @5"O.C. @ 4"O.C. @ 6"O.C. @ 3"O.C. (1) SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. (2) PROVIDE 3"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. (3) STUDS ARE SPACED @ 16"O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. (4) PERIODIC SPECIAL INSPECTION IS REQUIRED. (5) USE CLIPS @ 6"O.C.ON SIMPSON STRONG WALL&HARDY FRAME(U.N.O.). (6) USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLANS. (7) ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24"O.C.MAX. (8) SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. (9) NAILING @ 6"O.C.WHEN STUDS ARE SPACED @ 24"O.C. (10) FOR DOUBLE SIDED SHEAR PANELS: a. USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE3 . b. USE ONLY 1/4"Ox6"SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, FOR TYPES 4A&A5 . c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND SPACING, FOR TYPES A3 4 &A. REV. 02/16/2015 Version 4 30 GOUVIS Job 64002 �J 1 Plan 1 cousuHing group, inc. DESIGN CRITERIA: A. Code:2013 CBC Wind Exposure.C, Speed= 110mph Seismic Design Category D, %= 1.907, S,=0 831, SDs=1.27, SD1=0.831, Rx=6 5, Rv=6.5 B. Maximum 19%moisture content prior to Installation of Finish Material 4X Members No 2 or Better 6X,8X Beams and Headers No.1 or Better 2X Joists and Rafters No 2 or Better Plates and Blocking:Standard Grade or Better Studs Stud Grade or Better Mud Sills Pressure Treated Utility Grade or Better Parallam PSL Beams and Headers: Grade 2.0E DF, Fb=2900 psi(MIN), Fv=290 psi(MIN) Versa-Lam LVL Beams and Headers: Grade 2.OE, Fb=2900 psi(MIN), Fv=285 psi(MIN) TimberStrand LSL Beams and Headers Grade 1.55E, Fb=2325 psi(MIN), Fv=425 psi(MIN) TimberStrand LSL Rim Board and Headers- Grade 1 3E, Fb= 1700 psi(MIN), Fv=425 psi(MIN) Glu-Lam Beams and Headers. 24F-V4, DF/DF, 1.8E, Fb=2400(T)/1850(B) psi (MIN), Fv=265 psi(MIN) C. CONVENTIONAL 1-POUR FOUNDATION WITHOUT STRUCTURAL ANALYSIS FOR EXPANSIVE SOIL OR DIFFERENTIAL SETTLEMENT PRIMARY ROOF(ROOF_P) Pitch 4 K=Increase for pitch: 1.05/12 Typ.Truss @ 24"O/C x K 2.53 Plywood(1/2") x K 1.63 5/8"Gyp Board 300 Conc Tile x K 10.54 sprinkler 1 00 Misc. 383 Snow Load 000 Dead Load: 22.53 Live Load. 20.00 PRIMARY FLOOR(FLOOR_P) 14"TJI/210 @ 19.2"O/C 1 94 Plywood(3/4") 2.25 5/8"Gyp. Board 300 Carpet 1 00 sprinkler. 1.00 Misc- 5.81 Dead Load 15.00 Live Load: 4000 Version 4 30 GOUVIS' ' ; i Job 64002 Plan 1 consulling group,inc. BEAM GT#1 :GT @ OVER PORCH @ PLAN 1 B Loads(Downward+) SELF WEIGHT 20 p/f from 0 00ft to 9 25ft ROOF P 180 PLF=9 00'x(20 00+20 00)/2 from 0 00'to 9 25' 925 , r DOWN(D+Lr+L/Max Comb.) 925/925 925/925 UP(D+Lr+L/Max Comb) 0/0 0/0 ***TRUSS DESIGN BY OTHER*** BEAM GT#2:GT @ OVER COVERED PATIO @ OPT.PLAN I Loads(Downward+) SELF—WEIGHT 40 pff from 0 00ft to 24 50ft ROOF_P 200 PLF=10 00'x(20 00+20 00)/2 from 0 00'to 24 50' ,_ 2450 r � DOWN(D+Lr+UMax.Comb.) 2940/2940 2940/2940 UP(D+Lr+UMax Comb) 0/0 0/0 ***TRUSS DESIGN BY OTHER*** Version 4 30 GOUVIS f ` Job 64002 Plan 1 cousultiug group,inc. BEAM 1 (DROP): HDR @ REAR OF DINNING ROOM Loads(Downward+) SELF WEIGHT 14 plf from 0 00ft to 6 25ft 625 ROOF P 770 PLF=38 50'x(20 00+20 00)/2 from 0 00'to 6 25' FLOOR_P 454 PLF=16 50'x(15 00+40 00)12 from 0 00'to 6 25' FLOOR_P 289 PLF=10 50'x(15 00+40 00)/2 from 0 00'to 6 25' WALL E 120 PLF=8 00'x 15 00 from 0 00'to 6 25' Reactions(D+Lr+UMax.Load comb.) Down 5145/4423 5145/4423 -26 Up 0/0 0/0 Shear Diagragm D+L w/3-2X4 trim at support 1 (at 0'-0")(1) 6159 w/3-2X4 trim at support 2(at 6'-3*')(1) USE DFL N01 6 x 10(Fb=1350, F = 170) Critical Shear =-2891 LB @ 5.42' 1.5xV/(F' x A)=0 488 F' = 170,A=52.25 Moment Diagragm D+L Critical Moment =6159 LB-FT @ 3.08' M/(F'bx S)=0 67 F'b= 1343, S=82.73 Critical Deflection for TL= -0 090 INCH @ 3 17' U280=0 268" Critical Deflection for LL= -0.050 INCH @ 3 17' L/480=0 156" -0.090 Deflection Diagram D+Lr+L BEAM 2: FL BM @ OVER STAIR Loads(Downward+) SELF WEIGHT 19 pit from 0 00ft to 3 75ft FLOOR_P 454 PLF=16 50'x(15 00+40 00)12 from 0 00'to 3 75' Reactions(D+Lr+UMax.Load comb.) 375 Down 886/886 886/886 Up 0/0 0/0 335 USE TIMBERSTRAND 3 1/2"x14" 1.55E (Fb=2325, R=310) Critical Shear =335 LB @ 1.17' 1.5xV/(F'vx A)=0.033 F'v=310,A=49.00 Shear Diagragm D+L Critical Moment =831 LB-FT @ 1.92' M/(F'bx S)=0.04 831 F'b=2292, S= 114 33 Critical Deflection for TL= -0.002 INCH @ 1 83' L/280=0.161" Critical Deflection for LL= -0.001 INCH @ 1.83' L/480=0.094" Moment Diagragm D+L -0.001 Deflection Diagram L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS(' , If� � i ; Job 64002 • Plan 1 consulting group,inc. BEAM 3: FL BM @ LEFT OF STAIR 1P1 Loads(Downward+) 1 SELF WEIGHT 19 plf from 0 00ft to 8 00ft 800 FLOOR_P 110 PLF=4 00'x(15 00+40 00)/2 from 0 00'to 8 00' r 6 75 Point from Support 1 of Beam 2 @ 6 75ft,(D=268 L=619)(Pl) Point load Location Reactions(D+Lr+L/Max. Load comb.) Down 655/655 1264/1264 Up 0/0 0/0 -1221 USE TIMBERSTRAND 3 1/2"x14" 1.55E (Fb=2325, F =310) Shear Diagragm D+L Critical Shear =-1221 LB @ 7 67' 1.5xV/(F' x A)=0 121 F' =310,A=49.00 1660 Critical Moment =1660 LB-FT @ 5 08' M/(F'bx S)=0.08 F'b=2292, S= 114.33 Critical Deflection for TL= -0 016 INCH @ 4 17' U280=0 343" Moment Diagragm D+L Critical Deflection for LL= -0.010 INCH @ 4 25' U480=0.200" -0.010 Deflection Diagram L BEAM 4: FL BM @ LEFT OF STAIR Loads(Downward+) SELF WEIGHT 10 plf from 0 00ft to 8 00ft FLOOR_P 110 PLF=4 00'x(15 00+40 00)/2 from 0 00'to 8 00' ROOF P 140 PLF=7 00'x(20 00+20 00)/2 from 0 00'to 8 00' L 8.00 WALL_E 120 PLF=8 00'x 15 00 from 0 00'to 8 00' Reactions(D+Lr+UMax.Load comb.) 878 Down 1520/1370 1520/1370 Up 0/0 0/0 USE TIMBERSTRAND 1 3/4"x14" 1.55E (Fb=2325, F =310) Critical Shear =878 LB @ 1 17' 1 5xV/(F' x A)=0.173 Shear Diagragm D+L F',=310,A=24.50 2480 Critical Moment =2480 LB-FT @ 4 00' M/(F'bx S)=0.23 F'b=2292, S=57.17 Critical Deflection for TL= -0.056 INCH @ 4 00' U280=0 343" Critical Deflection for LL= -0.022 INCH @ 4 00' U480=0 200" Moment Diagragm D+L -0.056 Deflection Diagram D+Lr+L Version 4 30 G O IJ ♦ I S: I '- ' I I � Pob 64002 consulting group,inc. BEAM 5(DROP): DROP BM @ REAR OF STAIR P3 P1 P2 4 + i Loads(Downward+) SELF WEIGHT 17 plf from 0 00ft to 12 25ft 1225 ROOF_P 400 PLF=20 00'x(20 00+20 00)/2 from 0 00'to 4 75' 375 WALL E 120 PLF=8 00'x 15 00 from 0 00'to 4 75' FLOOR P 447 PLF=16 25'x(15 00+40 00)/2 from 0 00'to 4 75' 475 FLOOR_P 667 PLF=24 25'x(15 00+40 00)/2 from 4 75'to 8 50' 850 FLOOR P 633 PLF=23 00'x(15 00+40 00)/2 from 8 50'to 12 25' Point from Support 1 of Beam 4 @ 4 75ff,(D=920 Lr=280 L=320)(Pl) 5603 Point from Support 1 of Beam 3 @ 8 5ff,(D=238 L=417)(P2) Point from Support 1 of Beam GT#1 @ 3 75ff,(D=509 Lr=416)(P3) :Point load Location Reactions(D+Lr+L/Max.Load comb.) Down 7091/6117 5683/5262 Shear Diagragm D+L Up 0/0 0/0 18617 w/3-2X4 trim at support 1 (at 0'-0")(1) w/3-2X4 trim at support 2 (at 12'-3")(1) USE GLB 24F-V4 5 1/8" x 12"(Fb=2400/1850, F =265) Critical Shear =5603 LB @ 0.33' 1 5xV/(F' x A)=0.516 Moment Diagragm D+L F' =265,A=61.50 Critical Moment =18617 LB-FT @ 5 33' M/(F'bx S)=0 77 F'b=2359, S= 123 00 Critical Deflection for TL= -0.429 INCH @ 6 00' U280=0 525" -o.4zs Critical Deflection for LL= -0 249 INCH @ 6 08' U480=0.306" Deflection Diagram D+Lr+L BEAM 6: FL BM @ OVER BED#4 P1 Loads(Downward+) ' SELF WEIGHT 10 p/f from 0 00ft to 7 75ft ROOF_P 830 PLF=41 50'x(20 00+20 00)12 from 0 00'to 7 75' WALL_E 120 PLF=8 00'x 15 00 from 0 00'to 7 75' 775 HEARLINE W=2886 E=3125 H=8 00'@ 6 L=8 00'A Left(A)(Pl) :Shear wall post from above 6.00 Reactions(D+Lr+UMax.Load comb.) Down 3720/3847 3720/5133 Up 0/0 0/-1153 7T w/2-2X4 at support 1 (at 0'-0")(1) -8322 w/2-2X4 at support 2 (at 7'-9")(1) Shear Diagragm(10+014xSds)D+07xDxE USE TIMBERSTRAND 1 3/4"x14" 1.55E (Fb=2325, F�=310) 13956 Critical Shear =-8322 LB @ 7 42' 1.5xV/(F' x A)=0.856 F'"=595,A=24 50 Critical Moment =13956 LB-FT @ 6.00' M/(F'bx S)=0.67 F'b=4401, S=57 17 Moment Diagragm(1 0+0 14xSds)D+0 7xf)xE Critical Deflection for TL= -0.126 INCH @ 3.83' U240=0.388" Critical Deflection for LL= -0.054 INCH @ 3.83' U480=0 194" 'Omega Strength factor D=2 5 is considered but may not a controlling case -0.126 Deflection Diagram D+Lr (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 Job GO V ♦ 1►J• Plan 64002 consulting group,inc. BEAM 7 : FL BM @ LEFT OF STAIR 1P1 Loads(Downward+) SELF WEIGHT 28 plf from 0 00ft to 12 25ft i_ 775 ROOF_P 150 PLF=7 50'x(20 00+20 00)/2 from 8 00'to 12 25' 1225 WALL_E 120 PLF=8 00'x 15 00 from 8 00'to 12 25' 1200 FLOOR_P 55 PLF=2 00'x(15 00+40 00)/2 from 0 00'to 12 25' 5057 Point from Support 1 of Beam 6 @ 12ft,(D=2112 Lr-1608 W=652 E=706)(Pl) Point load Location Reactions(D+Lr+UMax.Load comb.) Down 0/933 8063/10869 Up -2178/-3245 0/-1978 Shear Diagragm D+Lr w/3-2X4 at support 2(at 7'-9")(1) USE PARALLAM 5 1/4" x 14"2.0E (Fb=2800, F =285) Critical Shear =5057 LB @ 7.83' 1 5xV/(F' x A)=0 290 F'v=356,A=73.50 -18971 Critical Moment =-18971 LB-FT @ 7 75' M/(F'bx S)=0 38 Moment Diagragm,D+lr F'b=3441, S= 171 50 Critical Deflection for TL= -0 244 INCH @ 12.25' U180=0.300" Critical Deflection for LL= -0.101 INCH @ 12 25' L/270=0.200" 0.244 Deflection Diagram D+Lr+L BEAM 8(DROP): DROP BM @ OVER GARAGE Loads(Downward+) SELF-WEIGHT 23 plf from 0 OOR to 20 25ft FLOOR_P 564 PLF=20 50'x(15 00+40 00)72 from 0 00'to 20 25' 20.25 Reactions(D+Lr+UMax.Load comb.) Down 5750/5750 5750/5750 4945 Up 0/0 0/0 w/3-2X4 trim at support 1 (at 0'-0")(1) w/3-2X4 trim at support 2(at 20'-3")(1) Shear Diagragm D+L USE GLB 24F-V4 5 1/8" x 16 1/2" (Fb=2400/1850, F =265) Critical Shear =4945 LB @ 1.42' 1.5xV/(F' x A)=0 331 29107 F' =265,A=8456 Critical Moment =29107 LB-FT @ 10 08' M/(F'bx S)=0 66 F'b=2260, S=232.55 Critical Deflection for TL= -0.622 INCH @ 10.17' U280=0 868" Moment Diagragm D+L Critical Deflection for LL= -0.428 INCH @ 10.17' U480=0 506" -0.428 Deflection Diagram L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GO7I�TT C i (' r' f i _ t Job 64002 V ♦ ISt I �' 1 ! t Plan 1 consulting group,inc. P1 BEAM 9(DROP): DROP BM @ FRONT OF GARAGE 1 Loads(Downward+) SELF WEIGHT 25 p/f from 0 00ft to 16 50R 1650 FLOOR_P 399 PLF=14 50'x(15 00+40 00)12 from 0 00'to 16 50' _ 425 ROOF_P 830 PLF=41 50'x(20 00+20 00)/2 from 0 00'to 16 50' WALL_E 270 PLF=18 00'x 15 00 from 0 00'to 16 50' 8778 HEARLINE W=2886 E=3125 H=8 00'@ 4 25 L=8 00'A Right(A)(PI) :Shear wall post from above Reactions(D+Lr+L/Max. Load comb.) Down 12083/12492 12083/11355 Up 0/0 0/0 Shear Diagragm D+L w/3-2X6 trim at support 1 (at 0'-0")(1) 61324 w/3-2X6 trim at support 2 (at 16'-6")(1) USE GLB 24F-V4 5 1/8" x 18"(Fb=2400/1850, F =265) Critical Shear =8778 LB @ 0,33' 1 5xV/(F' x A)=0.539 F' =265,A=92.25 Moment Diagragm(1 0+0 105xSds)D+0 75x0 7xf)xE+0 75(L+Lr) Critical Moment =61324 LB-FT @ 7 17' M/(F'bx S)=0 72 F'b=3685, S=276.75 Critical Deflection for TL= -0.545 INCH @ 8 25' U280=0 707" Critical Deflection for LL= -0 240 INCH @ 8 25' U480=0.413" -0.545 Omega Strength factor 0=2 5 is considered but may not a controlling case Deflection Diagram D+Lr+L BEAM 10(DROP): FL BM @ REAR OF DINNING ROOM @ OPT. Loads(Downward+) SELF—WEIGHT 28 pit from 0 OOR to 12 25ff ROOF_P 770 PLF=38 50'x(20 00+20 00)12 from 0 00'to 12 25' FLOOR_P 289 PLF=10 50'x(15 00+40 00)12 from 0 00'to 12 25' 1225 i FLOOR_P 447 PLF=16 25'x(15 00+40 00)/2 from 0 00'to 12 25' t• WALL E 135 PLF=9 00'x 15 00 from 0 00'to 12 25' Reactions(D+Lr+UMax. Load comb.) Down 10100/8721 10100/8721 Up 0/0 0/0 -63 w/2-2X6 trim at support 1 (at 0'-0")(1) Shear Diagragm D+L w/2-2X6 trim at support 2(at 12'-3")(1) 23966 USE PARALLAM 5 1/4" x 14"2.0E(Fb=2800, F =285) Critical Shear =-6335 LB @ 11.08' 1.5xV/(F' x A)=0.454 F' =285,A=73.50 Critical Moment =23966 LB-FT @ 6 17' M/(F'bx S)=0.61 Moment Diagragm D+L F'b=2735, S= 171.50 Critical Deflection for TL= -0.348 INCH @ 6.08' U280=0 525" Critical Deflection for LL= -0 190 INCH @ 6.08' U480=0 306" 0.348 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS i I Job 64002 Plan 1 consulting group,inc. BEAM 11 (DROP): HDR @ REAR OF PATIO ROOM @ OPT. Loads(Downward+) SELF WEIGHT 22 plf from 0 OOff to 20 50ft 20 50 FLOOR_P 303 PLF=11 00'x(15 00+40 00)/2 from 0 00'to 20 50' Reactions(D+Lr+L/Max. Load comb.) Down 3326/3326 3326/3326 Up 0/0 0/0 w/4X8 trim at support 1 (at 0'-0")(1) -3002 w14X8 trim at support 2 (at 20'-6")(1) Shear Oiagragm D+L 17046 USE GLB 24F-V4 6 3/4" x 12"(Fb=2400/1850, F =265) Critical Shear =-3002 LB @ 19 50' 1.5xV/(F'vx A)=0.210 F'v=265,A=81.00 Critical Moment =17046 LB-FT @ 10 25' M/(F'bx S)=0.54 F'b=2340, S= 162.00 Moment Diagragm D+L Critical Deflection for TL= -0 737 INCH @ 10.25' U280=0 879" Critical Deflection for LL= -0 500 INCH @ 10.25' U480=0.513" -0.500 Deflection Diagram L BEAM 12(DROP): HDR @ LEFT OF COVERED PATIO @ OPT.PLAN 1B Loads(Downward+) lP1 SELF WEIGHT 9 plf from 0 00ft to 6 75ft • ROOF_P 180 PLF=9 00'x(20 00+20 00)/1 from 0 00'to 5 50' ROOF_P 520 PLF=26 00'x(20 00+20 00)/2 from 5 50'to 6 75' 675 -� WALL E 15 PLF=1 00'x 15 00 from 0 00'to 6 75' r '1 Point from Support 1 of Beam GT#2 @ 5 5ft,(D=1715 Lr=1225)(Pl) 5.50 i Point load Location Reactions(D+Lr+L/Max.Load comb.) Down 1272/1272 3470/3470 Up 0/0 0/0 .3288 w/2-2X4 trim at support 2(at 6'-9")(1) Shear Diagragm D+Lr USE DFL NO2 4 x 10(Fb=900,F =180) 3912 Critical Shear =-3288 LB @ 6 42' 1 5xV/(F' x A)=0.677n F' =225,A=3238 Critical Moment =3912 LB-FT @ 5 50' M/(F'bx S)=0 71 F'b= 1330, S=49 91 Moment Diagragm D+Lr Critical Deflection for TL= -0 077 INCH @ 3.67' U240=0 338" Critical Deflection for LL= -0 033 INCH @ 3.67' L/480=0 169" -0.077 Deflection Diagram D+Lr (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS 3 ' ; � I � Job 64002 Plan 1 consulting group,inc. BUILDING SECTION & SHEAR WALL LAYOUT ROOF SHEAR WALL LAYOUT 1T 1L (1)Load from Diaphragm Only Version 4 30 G OUVIS(", I� P 111 U, C I i I i ts) Job 64002 Plan 1 consulting group,inc. BUILDING SECTION & SHEAR WALL LAYOUT FLOOR SHEAR WALL LAYOUT 1T A TL (1)Load from Diaphragm Only Version 4 30 GO V ♦ 11JC (t P i I '�f [11 P Job 64002 �-; Plan 1 consulting group,inc. SECTION 1 - DIRECTION L BLDG DIMENSION (FT): BASE HT=0.5 HEIGHT=22.3 B=38.0 L=45 0 SECTION DIMENSION (FT). BASE HT=0.5 HEIGHT=22.3 WIDTH=38.0 DEPTH=45.0 PLATE HT. 1-FLR=9.0' 2-FLR=8 0' FLR. DEPTH= 14" ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICIENTS. Kd=0 85, KZ,= 1 00, G=0 85, Gip,=t0.18, w = 1.00, qh=24.29PSF INTERPOLATION' L/B=> YES, h/L=> YES, 6=>YES WIND HEIGHT(FT). 15 20 25 30 40 50 WALL PRESSURE wP(PSF)- 2476 25.71 26.48 27.15 28.25 29.14 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Hip Roof W=37'L=19 75'Windward -8 51 26.25 66.62 31.86 8404 2016 Hip Roof W=37'L=19 75'LeeWard 6662 31 86 -8 51 2625 8404 2016 Over Hang W=37'L=2' 0 0 0 0 1222 1222 WIND LOAD: ROOF= 100.14 =0.6 x 166.91 PLF(MAX.) UPLIFT AVE =6.33 PSF 1-FLR= 135.30 =0.6 x 225.49 PLF MAX TOTAL= 235.44 PLF SEISMIC PARAMETERS: Ss= 1.91 S1=0 83 Fa= 1.00 F,= 1.50 Ry=6 50 SITE CLASS:D SDs=2FaSs/3=1 271 S01=2F S,/3=0.831 SDC=E 1e=1.00 k=1 00 V= SDsx I x W/1.4 x R= 0.1397W ROOF DL ROOF= 20.00 x 1337.40/38.00= 703.89 PLF DL EXT WALL= 15 00 x 70 00 x 4.00/38 00= 11053 PLF DL INT WALL= 10.00 x 90.00 x 4 00/38 00= 9474 PLF SHEAR= 0 1397 x(703.89+ 110.53+94 74)= 127.01 PLF 1-FLR: DL ROOF= 20 00 x 277.60/38 00= 146.11 PLF DL FLOOR= 15 00 x 1245.20/38 00= 491.53 PLF DL EXT WALL= 110.53+ 15.00 x 60.00 x 4.50/38.00= 217.11 PLF DL INT WALL= 94.74+ 10 00 x 55 50 x 4 50/38 00= 160.46 PLF SHEAR= 0 1397 x(146.11 +491.53+217.11 + 160.46)= 141.82 PLF TOTAL SEISMIC LOAD= 127.01 + 141 82= 268.83 PLF REDISTRIB:909 2 x 18 2+ 1015.2 x 9.0=25683 PLFxFT SHEAR ROOF= 268.83 x 909 16 x 18.2/25683= 173 2 PLF (173.20 PLF')) SHEAR 1-FLR= 268.83 x 1015.20 x 9.0/25683= 95 64 PLF (184 38 PLF(')) ROOF: 173.20 PLF SEISMIC GOVERN 1-FLR: 268.83 PLF SEISMIC GOVERN ROOF DIAPHRAGM: V= 173.20 PLF ALIGN MAX SHEAR= 173.20 x 37.00/(2 x 45.00)=71.20 PLF USE. 15/32"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O.C CHORD FORCE= 173 20 x 37 00 2/(8 x 45 00)=658.63 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) 1-FLR DIAPHRAGM: V= 184.38 PLF ALIGN MAX SHEAR= 184.38 x 20.50/(2 x 45.00)=42 00 PLF USE 23132"CDX RATED UNBLOCKED w/10d COMMON NAILS AT 6". 6". 12"O.C. CHORD FORCE= 184 38 x 20 50 2/(8 x 45 00)=215.24 LBS SPLICE W/MIN. (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) (1)Load from Diaphragm Only Version 4 30 GOUVIS C f f P(R Gx [II� Job 64002 Plan 1 consulting group,inc. SECTION 1 - DIRECTION T BLDG DIMENSION (FT)' BASE HT=0.5 HEIGHT=22.3 B=38.0 L=45 0 SECTION DIMENSION (FT)' BASE HT=0.5 HEIGHT=23.8 WIDTH=45 0 DEPTH=38 0 PLATE HT: 1-FLR=9.0' 2-FLR=8.0' FLR. DEPTH=14" ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS- Kd=0.85, K2i= 1 00, G=0.85, Grp,=t0 18, w= 1.00, qh=24.29PSF INTERPOLATION: UB=> YES, h/L=> YES, 9=>YES WIND HEIGHT(FT) 15 20 25 30 40 50 WALL PRESSURE wP(PSF): 25.52 26.47 27.25 27.91 29.01 29.9 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Gable W=39 5'L=18 5'Windward 59.51 10236 7201 29.16 15302 8913 Gable W=39.5'L=18.5'Leeward 72.01 2916 5951 10236 15302 8913 WIND LOAD: ROOF= 146.15 =0.6 x 243.58 PLF(MAX.) UPLIFT AVE. = 10 74 PSF 1-FLR= 139.44 =0.6 x 232.40 PLF MAX TOTAL= 285.59 PLF SEISMIC PARAMETERS: Ss= 1 91 S1=0 83 Fa= 1.00 F,= 1.50 R,=6 50 SITE CLASS-D SDs=21F.Ss/3=1.271 SD1=2F Sf/3=0.831 SDC=E �=1.00 k=1.00 V= SDsx I x W/1.4 x R= 0 1397W ROOF DL ROOF= 20.00 x 1337.40/45.00= 594.40 PLF DL EXT WALL= 15 00 x 79 00 x 4 00/45.00= 10533 PLF DL INT WALL= 10 00 x 90.00 x 4.00/45.00= 80.00 PLF SHEAR= 0 1397 x(594 40+ 105 33+80.00)= 108 93 PLF 1-FLR DL ROOF= 20.00 x 277.60/45.00= 123.38 PLF DL FLOOR= 15.00 x 1245 20/45.00= 415.07 PLF DL EXT WALL= 105 33+ 15 00 x 85.00 x 4.50/45.00= 23283 PLF DL INT WALL= 80.00+ 10.00 x 45.00 x 4.50/45.00= 125.00 PLF SHEAR= 0 1397 x(123.38+415.07+232.83+ 125 00)= 125 21 PLF TOTAL SEISMIC LOAD= 108 93+ 125.21 = 234 14 PLF REDISTRIB.. 779.7 x 18.2+896.3 x 9.0=22258 PLFxFT SHEAR ROOF= 234.14 x 779.73 x 18.2/22258= 149.28 PLF (149 28 PLF(')) SHEAR 1-FLR= 234.14 x 896.28 x 9.0/22258= 84.86 PLF (162.78 PLF')) ROOF: 149.28 PLF SEISMIC GOVERN 1-FLR: 285.59 PLF WIND GOVERN ROOF DIAPHRAGM: V= 149.28 PLF ALIGN MAX SHEAR= 149.28 x 39.50/(2 x 38.00)=77.59 PLF USE: 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O C CHORD FORCE= 149 28 x 39.50 2/(8 x 38 00)=766 18 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O C. (STANDARD CONSTRUCTION) 1-FLR DIAPHRAGM: V= 162.78 PLF ALIGN MAX SHEAR= 162 78 x 28 00/(2 x 38 00)=59.97 PLF USE. 23132"CDX RATED UNBLOCKED w/10d COMMON NAILS AT 6". 6". 12"O C CHORD FORCE= 162.78 x 28.00 2/(8 x 38 00)=419 80 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) (1)Load from Diaphragm Only Version 4 30 GOVvis f f-U i t-i C4 `N Job 64002 �J 1 I ( ` l r,�, Plan 1 cousulting group, bic. 11- ROOF I Wind:1853 37 00ft Seismic:3209 Wind 1853(LB) Seismic 3460(LB)= 3209 +252 O 800 125 300 4 25 400 300 125 450 200 IM 800 450 025 Strap(E) 1114 000 :LL�� I A A 3700 8 50 1250 24 25 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice Design Analysis WALL 1 2nd Floor ON GRID 1 Exterior Direction: L Location(0 00,0.00) (p=1.0) Total Length=37.0 ft Total panel Length=12 0 ft Shear Diaphragm=3460/37.0=94 plf Use(9 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=3460/12.00=288 plf(Flexible)Max. Drag= 1114 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=0 986"<_0 020 x 96.00= 1.920" Use TYPE 2 Design Report: Loads: Wall 120 0 Of=15 x 8 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=4.00 h=8.00 Left Side- T= 2278 LB C= 2546 LB (2)CS16/(2)2x4 Right Side: T= 2278 LB C= 2546 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Panel BO b=8.00 h=800 Left Side T= 2139 LB C= 2464 LB (2)CS16/(2)2x4 Right Side T= 2139 LB C= 2464 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 T TI` T C E [) 1 r Job 64002 GO VIS( l 1 ,�I� L fA i' 1 4 Plan 1 consulting group,Me. 1L_1_FL Wind:1150 17 00ft Seismic:814 from SW 1(W=1853LB, E=3460LB)from 0.00ft to 37.00ft(1005/o) Wind. 3003(LB)= 1150+ 1853 Seismic 4854(LB)= 814 +328+3712 O 8 00 <1 1 25 300 425 400 300 1 25 450 200 1 800 450 025 A 900 i 1 25 3 00 T 25 800 300 100 750 1 252 00 1 575 1 475 4 00 2 00 2 00 1 75 Strap(E) T Hold down ; Post/stud required to transfer load from ABV 0 00 A A A 4750 4 50 12 50 27 25 37 75 1 7 910 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice Design Analysis WALL 1 1st Floor ON GRID 1 Exterior Direction: L Location:(0.00,0 00) (p=1.0) Total Length=47.5 ft Total panel Length= 17.8 ft Shear Diaphragm=4854/47 5= 102 plf Use(13 A35)or(9 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W Schedule Design Wall Shears=4854/17.75=273 plf(Flexible)(Adjusted seismic for h/w ratio=308plf)Max Drag=910 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=2 145"<_0 020 x 108 00=2.160" Use TYPE 2 Design Report: Loads: wall 1350p/f=15x90' FLOOR P 30 PLF=4 00'12 x 15 00 from 0 00'to 47 50' Overturn Analysis Uplift(T) Down(C) Panel AO b=800 h=9.00 Left Side- T= 3349 LB C= 3865 LB STHD10/4x4 Right Side. T= 3247 LB C= 3865 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(3)5/8"x 12"Anchor Bolt (@ 40"O C. max) Panel OB b=5.75 h=9.00 Left Side: T= 2080 LB C= 2391 LB HTT5/4x4(*) (1)w/DBL BLK'G Right Side: T= 4405 LB C= 4822 LB HDU8/4x4(1)w/DBL BLK'G Use HTT5/4x4(1)@ L. and Use HDU8/4x4(1)@ R. w/(2)5/8"x 12"Anchor Bolt (@ 56"O.C max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel G0UV1S F h V,[[ ( ,[ i i I C Job 64002 �J 1 4� i, l '� Plan 1 cousulting group,inc. WALL 1 1st Floor ON GRID 1 Overturn Analysis Uplift(T) Down(C) Panel CO b=4.00 h=900 Left Side: T= 2411 LB C= 2773 LB STHD10/4x4 Right Side: T= 2411 LB C= 2773 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(2)518"x 12"Anchor Bolt (@ 32"O C max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel Job GO 1Sb-11 �L l '(fit f E 4 Q Plan 64002 lJ ♦ consulting group,inc. 11_1_FL Wind:2503 37 00ft Seismic:2628 Wind-2503(LB) Seismic:2804(LB)= 2628 + 176 O 900 1600 800 2000 Strap(E) 000, B A 4400 16 00 24 00 1275 Drag Force Analysis A: Simpson ST22 (11921-13) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (21341-13) ALT(16)#16 sinker per top plate splice Design Analysis WALL 2 1st Floor ON GRID 2 Interior Direction L Location•(16.71,-0.23) (p=1.0) Total Length=44.0 ft Total panel Length=8 0 ft Shear Diaphragm=2804/44.0=64 plf Use(7 A35)or(5 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W.Schedule Design Wall Shears=2804/8.00=350 plf(Flexible)Max. Drag=1275 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4= 1 831"<_0 020 x 108.00=2.160" Use TYPE 2 Design Report- Loads: wall 900p1f=10x90' Overturn Analysis Uplift(T) Down(C) Panel AO b=800 h=9.00 Left Side. T= 3059 LB C= 3336 LB STHD10/4x4 Right Side. T= 3059 LB C= 3336 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(3)518"x 12"Anchor Bolt (@ 40"O.C max) Version 4 30 GO ♦ 11J�t L,41 f'I(.' ("f I E I'' Plae 64002 lJ consulting group,inc. ' 1 L_ROOF Wind:1853 37 00ft Seismic:3209 Wind 1853(LB) Seismic:3500(LB)= 3209 +292 O 800 825 800 500 525 300 975 Strap(E) 000, B A 3925 825 16 25 25 88 2051 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B. Simpson ST6224 (21341-6) ALT(16)#16 sinker per top plate splice Design Analysis WALL 3 2nd Floor ON GRID 3 Exterior Direction. L Location(37.00,0.00) (p=1.0) Total Length=39 3 ft Total panel Length=8.0 ft Shear Diaphragm=3500/39.3=89 plf Use(9 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=3500/8 00=438 plf(Flexible)Max. Drag=2051 Ibs Max panel deflection. AM=(4.0/1.00)x As x 1.4= 1.014"<_0 020 x 96 00= 1.920" Use TYPE 3 Design Report. Loads: Wall 120 0 plf=15 x 8 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=8.00 h=8.00 Left Side: T= 3352 LB C= 3696 LB (2)CS16/(2)2x4 Right Side: T= 3352 LB C= 3696 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GO lJ ♦ 11J 1�[4,��F E'G 1 i 4' Job 64002 , x AU Plan 1 consulting group,inc. 1L_1_FL Wind:1404 20 75ft Seismic:994 from SW 3(W=1853LB, E=3500LB)from 0 00ft to 39.25ft(10094o) Wind 3256(LB)= 1404+ 1853 Seismic 5140(LB)= 994 +354+3792 O 800 825 800 500 525 300 975 O 900 T 425 1200 2125 Hold down ; Post/stud required to transfer load from ABV 000, c B A 3750 4 25 16 25 21 93 28 2913 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C: Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL 3 1st Floor ON GRID 3 Exterior Direction L Location.(37.00,0 00) (p=1.0) Total Length=37.5 ft Total panel Length=12.0 ft Shear Diaphragm=5140/37.5= 137 pif Use(13 A35)or(9 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=5140/12.00=428 plf(Flexible)Max. Drag=2913 Ibs Max panel deflection- OM=(4 0/1.00)x As x 1.4=1.327"<_0 020 x 108.00=2 160" Use TYPE 3 Design Report: Loads: Wall 135 0 plf=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel AO b= 12 00 h=9.00 Left Side. T= 5915 LB C= 6434 LB HDU8/4x4(I)w/DBL BLK'G Right Side T= 5777 LB C= 6435 LB HDU8/4x4(1)w/DBL BLK'G Use HDU8/4x4(1)on both ends w/(5)5/8"x 12"Anchor Bolt (@ 32"O C. max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel Job G O IJ ♦ I S G'4 E 4 1 11 r(' L t t§i Plan 64002 cousulliug group,iuc. 1T 1 FL Wind:209 3 OOk Seismic:188 Wind:209(LB) Seismic:290(LB)= 188 + 102 O goo 50 4 00 4 00 450 Strap(E) 0 00 A A 130 050 450 190 Drag Force Analysis A. Simpson ST22 (11921-13) ALT(10)#16 sinker per top plate splice Design Analysis WALL Al 1st Floor LEFT OF GRID A Exterior Direction T Location:(3.50,-44 50) (p=1.0) Total Length= 13.0 ft Total panel Length=4 0 ft Shear Diaphragm=290/13 0=22 plf Use(2 A35)or(2 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=290/4.00=72 plf(Flexible)(Adjusted seismic for h/w ratio=82plf)Max Drag=190 Ibs Max panel deflection. OM=(4.0/1.00)x As x 1.4=0.588"5 0.020 x 108 00=2 160" Use TYPE 1 Design Report. Loads: wall 1350p1f=15x90' ROOF P 50 PLF=5 00%2 x 20 00 from 0 00'to 13 00' Overturn Analysis Uplift(T) Down(C) Panel AO b=4.00 h=9.00 Left Side: T= 516 LB C= 837 LB STHD10/4x4 Right Side: T= 516 LB C= 837 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(2)518"x 12"Anchor Bolt (@ 32"O C max) Version 4 30 Job GOV ISGII�VICk G [I i Plan 64002 ♦ consulting group,inc. ' 1T ROOF I Wind:2886 39 50ft Seismic:2953 Wind:2886(LB) Seismic 3130(LB)= 2953 + 177 O 800 02&0 0'.1a00 225 800 500 775 Strap(E) 000 B A 2775 7 00 15 00 17 18 1438 Drag Force Analysis A. Simpson ST22 (11921-6) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (21341-6) ALT(16)#16 sinker per top plate splice Design Analysis WALL A 2nd Floor ON GRID A Exterior Direction:T Location:(8 83,-37.50) (p=1.0) Total Length=27 8 ft Total panel Length=8 0 ft Shear Diaphragm=3130/27.8=113 plf Use(8 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=3130/8.00=391 plf(Flexible)Max. Drag= 1438 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1 4=0.907"<_0.020 x 96.00= 1.920" Use TYPE 3 Design Report: Loads: Wall 120 0 p/f=15 x 8 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=8.00 h=8.00 Left Side T= 2976 LB C= 3313 LB (2)CS16/(2)2x4 Right Side- T= 2976 LB C= 3313 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOlJ ♦ 1S� f f b-i C t(,k' I i t Job 64002 i Plan 1 cousulfing group,inc. 1T 1_FL Wind:1952 28 OOk Seismic:1190 from SW A(W=2886LB, E=3130LB)from-7.59ft to 20.16ft(100%) Wind 4839(LB)= 1952+2886 Seismic. 4545(LB)= 1190 +48+3307 O 800 0 25)0 0 54100 2.25 800 500 775 gA B 740 150 050 1600 150050 Post/stud required to transfer load from ABV. 000, B 2000 1 50 8 14 18 0019 50 -2056 Drag Force Analysis A- Simpson ST22 (11921-13) ALT(10)#16 sinker per top plate splice B Simpson ST6224 (21341-13) ALT(16)#16 sinker per top plate splice Design Analysis WALL A 1st Floor ON GRID A Exterior Direction:T Location:(16 42,-37.50) (p=1.0) Total Length=20.0 ft Total panel Length=3 0 ft Shear Diaphragm=4839/20 0=242 plf Design Wall Shears=4839/3 00= 1613 plf(Flexible)Max Drag=2056 Ibs Use(2)SIMPSON STEEL STRONG WALL(SSW18x7-1"DIA.) For Grade Beam of Each Panel,Add(2)#5 Top&Bottom, 4'past Panel Each End. (') User refered Version 4 30 GOUVIS L 1101 i L G� I [["I� Job 64002 Plan 1 consulting group,inc. ' 1T_1_FL I Wind:2615 37 50i1 Seismic:2351 Wind 2615(LB) Seismic:2605(LB)= 2351 +254 O 900 400 11 75 600 675 250 3 25 Strap(E) 1136 000, A 3625 1575 3 75 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice Design Analysis WALL B 1st Floor ON GRID B Exterior Direction.T Location.(0.29,-26.71) (p=1.0) Total Length=36 3 ft Total panel Length=8.0 ft Shear Diaphragm=2615/36.3=72 plf Use(7 A35)or(5 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=2615/8.00=327 plf(Flexible)Max. Drag= 1136 Ibs Max panel deflection. AM=(4 0/1 00)x As x 1.4= 1 674"s 0 020 x 108.00=2.160" Use TYPE 2 Design Report: Loads: wall 135 0 pif=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=8 00 h=9.00 Left Side: T= 2754 LB C= 3146 LB STHD10/4x4 Right Side: T= 2754 LB C= 3146 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(3)518"x 12"Anchor Bolt (@ 40"O.C. max) Version 4 30 GO lJ ♦ IS U"!� �F f Fl tE�[ (f k- Job 64002 1 ',.{- Plan 1 consulting group,inc. ' 1T_ROOF Wind:2886 39 50lt Seismic:2953 Wind'2886(LB) Seismic 3202(LB)= 2953 +250 I O 800 425 600 4 75 400 600 200 800 1 50 Strap(E) 2369 000, 6 36 50 A 1359 2432 2700 3500 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C: Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL C 2nd Floor ON GRID C Exterior Direction-T Location-(0.00,0.00) (p=1.0) Total Length=36 5 ft Total panel Length=8.0 ft Shear Diaphragm=3202/36.5=88 plf Use(8 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=3202/8.00=400 plf(Flexible)Max. Drag=2369 Ibs Max panel deflection- AM=(4.0/1.00)x As x 1.4=0.924"s 0.020 x 96.00= 1.920" Use TYPE 3 Design Report- Loads: Wall 120 0 plf=15 x 8 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=8.00 h=8.00 Left Side: T= 3049 LB C= 3388 LB (2)CS16/(2)2x4 Right Side. T= 3049 LB C= 3388 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOV 11J k' EFn ♦ 1IL� Job 64002 i� Plan 1 cottsultitrg group,inc. 1T_1_FL Wind:1185 17 00ft Seismic:722 from SW C(W=2886LB, E=3202LB)from 0.00ft to 36.50ft(100%) Wind:4072(LB) = 1185+2886 Seismic:4388(LB)= 722 +213+3452 O 800 425 600 475 400 600 200 800 150 O O 900 275 1875 550 '400 \ 5 25 Strap(E) T Hold down Post/stud required to transfer load from ABV. E Blocked panel use TYPE 5 2602 0 00 B C 3625 985 1763 2150 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C: Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL C 1st Floor ON GRID C Exterior Direction.T Location:(0.00,0.00) (p=1.0) Total Length=36 3 ft Total panel Length=10 8 ft Shear Diaphragm=4388/36.3=121 pif Use(11 A35)or(8 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W Schedule Design Wall Shears=793 plf (At blocked opening A&B)Max. Drag=2602 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=0.734"<_0.020 x 108.00=2.160"(At Opening) Use TYPE 5 Design Report: Loads: Wall 1350p11=15x90' Overturn Analysis Uplift(T) Down(C) Panel AO b=550 h=9.00 Left Side: T= 2324 LB C= 2678 LB STHD10/4x4 Right Side: T= 0 LB C= 3202 LB NO—UPLIFT Use STHD10/4x4 @ L. w/(2)5/8"x 12"Anchor Bolt (@ 48"O.C.max) Blockedl Force at Edge of opening is 1586 LB Use at least two anchor bolts inside opening Panel OB b=5.25 h=9.00 Left Side. T= 0 LB C= 0 LB NO—UPLIFT Right Side- T= 2323 LB C= 2677 LB HTT5/4x4(') (1)w/DBL BLK'G Use HTT5/4x4(1)@ R. w/(2)518"x 12"Anchor Bolt (@ 48"O.C. max) (•) User low lXo r�{{ TIH..ID10/4x4 @ 35 Oft for Tension(3049 Ibs)from above version a 30 (I) Hold down Insi��'b�fpnel' (0)Hold down Outside of panel Job GOV IIJ t'.I I V �l L C,I i I 14¢ Plan 64002 ♦ consulting group,inc. Footing/Pad:TYP. EXTERIOR FOOTING Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 150' ROOF P 770 PLF=38.50'x(20 00+20 00)/2 FLOOR P 468 PLF= 17.00'x(15.00+40 00)/2 WALL E 255 PLF= 17.00'x 15.00 Total Welght(Wtota, )= 1774 PLF Footing Width(Bt)Required 10.64" =(Wtotai /SB)= 1774/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) Footing/Pad: 1 RIGHT OF BEAM 1 Soil Beanng(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 938 LB= 150 x 2 50'x 2.50'x 1 00' Point from Support 1 of Beam 1(5145 LB) Point from Support 2 of Beam 1(5145 LB) WALL E 255 PLF= 17.00'x 15.00 Total Weight(Wtota, )= 536 PLF Total Point Load(PTotal )= 11228 LB Footing Width(Bt)Required. 3 22" =(Wtotal /SB)=536/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pup )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAllow )= Pup -(Wtotal x S)/12 =6464 LB Required Pad Area= Ptota, /SB= 11228/2000 =5 61' USE 2'-6"SQ x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad:2 RIGHT OF BEAM 7 Soil Beanng(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 938 LB= 150 x 2 50'x 2.50'x 1 00' Point from Support 2 of Beam 7(8063 LB) WALL_E 120 PLF=8.00'x 15.00 WALL—1 90 PLF=9.00'x 10 00 Total Weight(Wtota, )= 491 PLF Total Point Load(PTotal )=9000 LB Footing Width(Bt)Required 2 95" =(Wtotal /SB)=491/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(P.p )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Pup -(Wtotal x S)/12 =6612 LB Required Pad Area= Ptotal /SB=9000/2000 =4.50' USE 2'-6"SQ x 12"DEEP PAD(4)#4 @ Botom E.W. Version 4 30 GO lJ ♦ IS 4.' f t I t.' t.' E f i F� Job 64002 Plan 1 consulting group,inc. Footing/Pad:3 LEFT,RIGHT OF BEAM 9 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 1350 LB= 150 x 3.00'x 3.00'x 1 00' Point from Support 1 of Beam 9(12083 LB) WALL E 255 PLF= 17 00'x 15 00 Total Weight(Wtota, )= 536 PLF Total Point Load(PTota, )= 13433 LB Footing Width(Bf)Required. 3.22" =(Wtotal /SB)=536/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Pcap (Wtotal x S)/12 =6464 LB Required Pad Area= Ptota, /SB = 13433/2000 =6.72' USE 3'-0"SQ x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad:4 LEFT OF BEAM 5 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 600 LB= 150 x 2.00'x 2.00'x 1 00' Point from Support 1 of Beam 5(7091 LB) WALL—1 90 PLF=9.00'x 10.00 Total Weight(Wtota, )= 371 PLF Total Point Load(PTota, )=7691 LB Footing Width(Bf)Required: 2.23" =(Wtotal /SB)=371/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„. )= Pcap -(Wtotal x S)/12 =7007 LB Required Pad Area= Ptota, /SB=7691 /2000 =3.85' USE 2'-0"SQ x 12"DEEP PAD(3)#4 @ Botom E.W. Footing/Pad: 5 RIGHT OF BEAM 5 Soil Bear,ng(SB)=2000 PSF post width parallel to footing(Bp)=P.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1-50' Point from Support 2 of Beam 5(5683 LB) WALL_E 135 PLF=9.00'x 15.00 WALL—1 80 PLF=8 00'x 10.00 Total Weight(Wtota, )= 496 PLF Total Point Load(PTota, )=5683 LB Footing Width(Bf)Required: 2.98" =(Wtota, /SB)=496/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAuow )= Pcap -(Wtotal x S)/12 =6596 LB No Pad is need! Version 4 30 GOlJ ♦ ISUCfP1C1 G Ct1 iIF�! Job 64002 Plan 1 consulting group, inc. Footing/Pad: 6 LEFT,RIGHT OF BEAM 8 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Point from Support 1 of Beam 8(5750 LB) WALL E 255 PLF= 17 00'x 15.00 Total Weight(Wtotal )= 536 PLF Total Point Load(PTota, )=5750 LB Footing Width(Bf)Required: 3.22" = (Wtotal /SB)=536/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAuo, )= Pcap -(Wtotal x S)/12 =6464 LB No Pad is need! Footing/Pad:7 LEFT OF BEAM 10 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 1350 LB= 150 x 3 00'x 3.00'x 1.00' Point from Support 1 of Beam 10(10100 LB) Point from Support 2 of Beam 1(5145 LB) WALL E 255 PLF= 17 00'x 15.00 Total Weight(Wtotai )= 536 PLF Total Point Load(PTotal )= 16595 LB Footing Width(Bf)Required: 3.22" =(Wtota, /SB)=536/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAIIow )= Peap (Wtotal x S)/12 =6464 LB Required Pad Area= Ptotal /SB= 16595/2000 =8.30' USE 3'-0"SQ x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad:8 RIGHT OF BEAM 10 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 938 LB= 150 x 2 50'x 2.50'x 1.00' Point from Support 2 of Beam 10(10100 LB) WALL E 255 PLF= 17 00'x 15 00 Total Weight(Wtotal )= 536 PLF Total Point Load(PTotal )= 11037 LB f Footing Width(Bf)Required: 3.22" =(Wtotal /SB)=536/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAIIow )=Peap (Wtotal x S)/12 =6464 LB Required Pad Area= Ptotal /SB= 11037/2000 =5.52' USE 2'-6"SQ x 12"DEEP PAD(4)#4 @ Botom E.W. Version 4 30 Job GO ISCiLt�r11E�GE ktiti Plan 64002 LD ♦ cousullfug group,iuc. DESIGN CRITERIA: A. Code:2013 CBC Wind Exposure: C,Speed= 110mph Seismic Design Category .D, %= 1 907, S1=0.831, SDS=1.27, Sp1=0 831, Rx=6 5, Ry=6.5 B. Maximum 19%moisture content prior to Installation of Finish Material 4X Members No.2 or Better 6X,8X Beams and Headers: No 1 or Better 2X Joists and Rafters No.2 or Better Plates and Blocking:Standard Grade or Better Studs Stud Grade or Better Mud Sills: Pressure Treated Utility Grade or Better Parallam PSL Beams and Headers: Grade 2 OE DF, Fb=2900 psi(MIN), Fv=290 psi(MIN) Versa-Lam LVL Beams and Headers. Grade 2 OE, Fb=2900 psi(MIN), Fv=285 psi(MIN) TimberStrand LSL Beams and Headers. Grade 1.55E, Fb=2325 psi(MIN), Fv=425 psi(MIN) TimberStrand LSL Rim Board and Headers: Grade 1.3E, Fb= 1700 psi(MIN), Fv=425 psi(MIN) Glu-Lam Beams and Headers: 24F-V4, DF/DF, 1.8E, Fb=2400(T)/1850(B) psi (MIN), Fv=265 psi(MIN) C. CONVENTIONAL 1-POUR FOUNDATION WITHOUT STRUCTURAL ANALYSIS FOR EXPANSIVE SOIL OR DIFFERENTIAL SETTLEMENT PRIMARY ROOF(ROOF_P) Pitch: 6 K=Increase for pitch: 1.12/12 Typ.Truss @ 24"O/C x K 2.68 Plywood(1/2") x K 1 73 5/8"Gyp Board 3.00 Conc Tile x K 11.18 sprinkler 1.00 Misc. 309 Snow Load. 0.00 Dead Load 22.68 Live Load: 20.00 PRIMARY FLOOR(FLOOR_P) 14"TJI/210 @ 19.2"O/C 194 Plywood(3/4") 225 5/8"Gyp Board 300 Carpet 1.00 None Covering 0.00 sprinkler 1.00 Misc: 5.81 Dead Load 1500 Live Load: 40.00 Version 4 30 lJ O V VIS l"[IT l i ' "4 l f� Job 64002 Plan 2 consulting group,inc. P1 BEAM 1 (DROP): HDR @ FRONT OF GARAGE 1 Loads(Downward+) SELF_WEIGHT 19 pit from 0 OOfl to 16 50ft 1650 ROOF_P 260 PLF=13 00'x(20 00+20 00)/2 from 0 00'to 16 50' f� 400 FLOOR_P 316 PLF=11 50'x(15 00+40 00)/2 from 0 00'to 16 50' -� WALL_E 150 PLF=10 00'x 15 00 from 0 00'to 16 50' 9971 HEARLINE W=3097 E=3490 H=6 0'@ 4 L=8 0'B Right(A)(PI) Shear wall post from above Reactions(D+Lr+L/Max.Load comb.) Down 6041/7545 6041/6036 Up 0/-1052 0/0 Shear Diagragm(1 0+0 105xSds)D+0 75x0 7x0xE+0 75(L+Lr) wl 3-2X4 trim at support 1 (at 0'-0")(1) 20e38 w/3-2X4 trim at support 2(at 16'-6")(1) USE GLB 24F-V4 5 1/8" x 13 1/2" (Fb=2400/1850, F� 265) Critical Shear =9971 LB @ 0.33' 1.5xV/(F',x A)=0 425 F' =509,A=6919 Moment Dragragm D+L Critical Moment =20938 LB-FT @ 8 25' M/(F'bx S)=0.69 F'b=2328, S= 155.67 Critical Deflection for TL= -0.646 INCH @ 8.25' U280=0.707" Critical Deflection for LL= -0 306 INCH @ 8 25' U480=0.413" -0.sa6 'Omega Strength factor D=2 5 is considered but may not a controlling case Deflection Diagram D+Lr+L Used Section ASCE 12 4 3 1 Exception Per SDPWS 4 3 3,Em=2 x S W capacity x Ht BEAM 2: FL BM @ REAR OF KITCHEN Loads(Downward+) SELF WEIGHT 28 pit from 0 00ft to 16 25R ROOF_P 170 PLF=8 50'x(20 00+20 00)12 from 0 00'to 16 25' ROOF P 380 PLF=19 00'x(20 00+20 00)/2 from 0 00'to 16 25' 6 25 FLOOR_P 44 PLF=1 60'x(15 00+40 00)/2 from 0 00'to 16 25' -I WALL E 120 PLF=8 00'x 15 00 from 0 00'to 16 25' Reactions(D+Lr+UMax.Load comb.) Down 5758/5498 5758/5498 Up 0/0 0/0 -4 9 w/3-2X4 at support 1 (at 0'-0")(1) Shear Diagragm D+Lr w/3-2X4 at support 2(at 16'-3")(1) 22336 USE PARALLAM 5 1/4" x 14"2.0E (Fb=2800, F =285) Critical Shear =-4709 LB @ 15.08' 1.5xV/(F' x A)=0.270 F' = 356,A=73.50 Critical Moment =22336 LB-FT @ 8 08' M/(F'bx S)=0.45 Moment Diagragm D+Lr F'b=3441, S= 171.50 Critical Deflection for TL= -0.463 INCH @ 8.17' L/280=0.696" Critical Deflection for LL= -0.179 INCH @ 8.17' U480=0.406" -0.463 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVISG1E'L-€[.fF-I iE Job 64002 Plan 2 consulting group,inc. BEAM 3(DROP): HDR @ RIGHT OF KITCHEN Loads(Downward+) SELF_WEIGHT 17 pit from 0 00ft to 13 50ft 1350 FLOOR_P 495 PLF=18 00'x(15 00+40 00)/2 from 0 00'to 13 50' WALL 1 10 PLF=1 00'x 10 00 from 0 00'to 13 50' — 3001 Reactions(D+Lr+L/Max. Load comb.) Down 3523/3523 3523/3523 Up 0/0 0/0 w/3-2X4 trim at support 1 (at 0'-0")(1) Shear Diagragm D+L w/3-2X4 trim at support 2(at 13'-6")(1) 11892 USE DFL N01 6 x 12(Fb=1350, F =170) Critical Shear =3002 LB @ 1 00' 1.5xV/(F',x A)=0.419 F',= 170,A=63 25 Critical Moment =11892 LB-FT @ 6.75' M/(F'bx S)=0.88 Moment Diagragm D+L F'b= 1338, S= 121.23 Critical Deflection for TL= -0 350 INCH @ 6.75' L/280=0 579" Critical Deflection for LL= -0.241 INCH @ 6 75' L/480=0 338" -0.241 Deflection Diagram L BEAM 4(DROP): DROP BM @ OVER GARAGE Loads(Downward+) SELF WEIGHT 27 pit from 0 00ft to 20 50ft FLOOR P 564 PLF=20 50'x(15 00+40 00)/2 from 0 00'to 20 50' ROOF_P 720 PLF=36 00'x(20 00+20 00)/2 from 0 00'to 20 50' i 20.50 r Reactions(D+Lr+L/Max.Load comb.) 7991 Down 12303/10613 12303/10613 Up 0/0 0/0 w/3-2X6 trim at support 1 (at 0'-0")(1) w/3-2X6 trim at support 2(at 20'-6")(1) Shear Diagragm D+L USE GLB 24F-V4 5 1/8" x 19 1/2" (Fb=2400/1850, F�=265) 48908 Critical Shear =7991 LB @ 1.67' 1.5xV/(F' x A)=0.453 F' =265,A=99.94 Critical Moment =48908 LB-FT @ 10.25' M/(F'bx S)=0 82 F'b=2192, S=324.80 Moment Diagragm D+L Critical Deflection for TL= -0 837 INCH @ 10.25' L/280=0 879" Critical Deflection for LL= -0.460 INCH @ 10.25' U480=0 513" -0.837 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 Job GO IS Cr 11 411 i(! KE C E f uR Plan 24002 IJ ♦ consulting group,inc. P1 BEAM 5: FL BM @ OVER DEN/BED.4 1 Loads(Downward+) A A 1 SELF_WEIGHT 10 plf from 0 00ft to 16 25ft 1150 ROOF_P 150 PLF=7 50'x(20 00+20 00)/2 from 0 00'to 16 25' I� 1625 FLOOR_P 44 PLF=1 60'x(15 00+40 00)/2 from 0 00'to 16 25' 1450 WALL E 120 PLF=6 00'x 15 00 from 0 00'to 16 25' ROOF P 370 PLF=18 50'x(20 00+20 00)/2 from 0 00'to 16 25' HEARLINE W=3097 E=3490 H=8 0'@ 14 5 L=8 0'B Left(A)(Pl) :Shear wall post from above Reactions(D+Lr+UMax.Load comb.) Down 3101/2952 7885/8342 012161 Up 0/0 0/0 -174/-2329 -4120 Shear Diagragm D+Lr w/3-2X4 at support 2(at 1 V-6")(1) USE TIMBERSTRAND 1 3/4"x14" 1.55E (Fb=2325, F =310) Critical Shear =-4120 LB @ 11 17' 1.5xV/(F'vx A)=0.651 F'v=388,A=24.50 7932 Critical Moment =-7932 LB-FT @ 11 50' M/(F'bx S)=0.57 Moment Diagragm D+Lr F'b=2865, S=57.17 Critical Deflection for TL= -0.233 INCH @ 5.25' L/280=0 493" Critical Deflection for LL= -0.092 INCH @ 5.25' L/480=0 288" Omega Strength factor f)=2 5 is considered but may not a controlling case -0.233 Used Section ASCE 12 4 3 1 Exception Per SDPWS 4 3 3,Em=2 x S W capacity x Ht Deflection Diagram D+Lr+L BEAM 6(DROP): HDR @ REAR OF GREAT ROOM P1 Loads(Downward+) ' SELF WEIGHT 14 off from 0 00ft to 6 25ft ROOF_P 520 PLF=26 00'x(20 00+20 00)/2 from 0 00'to 6 25' WALL_E 150 PLF=10 00'x 15 00 from 0 00'to 6 25' 6.25 FLOOR_P 399 PLF=14 50'x(15 00+40 00)/2 from 0 00'to 6 25' HEARLINE W=3097 E=3490 H=8 0'@ 3 75 L=8 0'D Right(A)(Pl) 375 :Shear wall post from above Reactions(D+Lr+UMax.Load comb.) Down 3302/4064 3302/4650 Up 0/-563 0/-1344 6456 w/3-2X4 trim at support 1 (at 0'-0")(1) Shear Diagragm(10+014xSds)D+07xflxE w/3-2X4 trim at support 2(at 6'-3")(1) 14701 USE DFL N01 6 x 10(Fb=1350, F =170) Critical Shear =-6456 LB @ 5.92' 1.5xV/(F' x A)=0.568 F',,=326,A=52.25 I Critical Moment =14701 LB-FT @ 3.75' M/(F'bx S)=0.83 Moment Diagragm(1 0+0 14xSds)D+0 7xflxE F'b=2565, S=82.73 Critical Deflection for TL= -0 058 INCH @ 3.17' U280=0.268" Critical Deflection for LL= -0.029 INCH @ 3.17' U480=0.156" Omega Strength factor f)=2 5 is considered but may not a controlling case Used Section ASCE 12 4 3 1 Exception Per SDPWS 4 3 3,Em=2 x S W capacity x Ht -0.058 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS �� _ �� tic,,. Job 64002 Plan 2 consulting group,inc. BEAM 7: FL BM @ OVER DEN/BED.4 @B Loads(Downward+) SELF WEIGHT 10 plf from 0 00ft to 17 25ft ,_ 1150 , ROOF_P 40 PLF=2 00'x(20 00+20 00)12 from 0 00'to 17 25' 1725 WALL E 120 PLF=8 00'x 15 00 from 0 00'to 17 25' FLOOR_P 44 PLF=1 60'x(15 00+40 00)/2 from 0 00'to 17 25' ROOF P 120 PLF=6 00'x(20 00+20 00)12 from 0 00'to 17 25' Reactions(D+Lr+UMax.Load comb.) Down 1523/1402 3866/3558 234/216 Up 0/0 0/0 0/0 1 s Shear Diagragm D+L wit2-2X4 at support 2(at 11'-6")(1) USE TIMBERSTRAND 1 3/4"x14" 1.55E (Fb=2325, F =310) Critical Shear =-1438 LB @ 10.33' 1.5xV/(F' x A)=0 284 F' =310,A=24.50 Critical Moment =-3149 LB-FT @ 11 50' M/(F'bx S)=0.28 3149 Moment Diagragm D+L F'b=2292, S=57.17 Critical Deflection for TL= -0.115 INCH @ 5.25' U280=0.493" Critical Deflection for LL= -0.037 INCH @ 5.25' U480=0.288" 0.115 Deflection Diagram D+Lr+L BEAM 8(DROP): HDR @ REAR OF COVERED PATIO @OPT Loads(Downward+) SELF—WEIGHT 17 plf from 0 00ft to 18 00ft FLOOR_P 234 PLF=6 50'x(15 00+40 00)12 from 0 00'to 18 00' 1800 , Reactions(D+Lr+UMax.Load comb.) Down 2257/2257 2257/2257 Up 0/0 0/0 USE DFL N01 6 x 12(Fb=1350, F =170) Critical Shear =-2006 LB @ 17.00' 1.5xV/(F' x A)=0.280 -zoos F' = 170,A=63.25 Shear Diagragm D+L Critical Moment =10155 LB-FT @ 9.00' M/(F'bx S)=0 76 10155 F'b= 1331, S= 121.23 Critical Deflection for TL= -0.531 INCH @ 9.00' U280=0.771" Critical Deflection for LL= -0.360 INCH @ 9.00' L/480=0.450" Moment Diagragm D+L 0.360 Deflection Diagram L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 Job 64002 GOUVIS 'l{ P i 11, f I ! �' Plan 2 consulting group,inc. BEAM 9(DROP): HDR @ FRONT OF COVERED PATIO @OPT Loads(Downward+) SELF WEIGHT 24 plf from 0 00ft to 12 25ft _ 1225 FLOOR_P 633 PLF=23 00'x(15 00+40 00)/2 from 0 00'to 12 25' r• WALL_E 120 PLF=8 00'x 15 00 from 0 00'to 12 25' 5312 ROOF P 520 PLF=26 00'x(20 00+20 00)/2 from 0 00'to 12 25' Reactions(D+Lr+L/Max. Load comb.) Down 7782/6719 7782/6719 Up 0/0 0/0 Shear Diagragm D+L w/3-2X4 trim at support 1 (at 0'-0")(1) w/3-2X4 trim at support 2(at 12'-3")(1) 19442 USE PARALLAM 5 1/4" x 11 7/8" 2.0E (Fb=2800, F =285) Critical Shear =5312 LB @ 1.00' 1 5xV/(F' x A)=0.448 F' =285,A=62.34 Moment Diagragm D+L Critical Moment =19442 LB-FT @ 6.17' M/(F'bx S)=0.69 F'b=2750, S= 123 39 Critical Deflection for TL= -0 439 INCH @ 6.08' U280=0.525" Critical Deflection for LL= -0.240 INCH @ 6.08' U480=0.306" 0.439 Deflection Diagram D+Lr+L BEAM 9.1 :FL BM @ FRONT OF COVERED PATIO @OPT P1 Loads(Downward+) ' SELF WEIGHT 28 p/f from 0 00ft to 15 25ft FLOOR_P 633 PLF=23 00'x(15 00+40 00)/2 from 0 00'to 15 25' WALL_E 120 PLF=8 00'x 15 00 from 0 00'to 15 25' 1525 ROOF_P 520 PLF=26 00'x(20 00+20 00)/2 from 0 00'to 15 25' r• HEARLINE W=3097 E=3490 H=8 0'@ 5 L=8 0'D Right(A)(Pl) 5.00� :Shear wall post from above 7519 Reactions(D+Lr+UMax.Load comb.) Down 9647/10310 9647/9302 Up 0/0 0/0 w/2-2X6 at support 1 (at 0'-0")(1) Shear Diagragm D+L w/2-2X6 at support 2(at 15'-3")(1) 29975 USE PARALLAM 5 1/4" x 14"2.0E (Fb=2800, F =285) Critical Shear =7519 LB @ 0 33' 1 5xV/(F',x A)=0 538 F'v=285,A=73.50 Critical Moment =29975 LB-FT @ 7.58' M/(F'bx S)=0.76 Moment Diagragm D+L F'b=2752, S= 171 50 Critical Deflection for TL= -0.641 INCH @ 7.67' L/280=0 654" Critical Deflection for LL= -0.347 INCH @ 7.67' L/480=0.381" Omega Strength factor n=2 5 is considered but may not a control/mg case Used Section ASCE 12 4 3 1 Exception Per SDPWS 4 3 3,Em=2 x S W capacity x Ht -0.641 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS G h LlLl I I�.r�.��E E E G-4 z4002 colrsulting group,inc. BEAM 10: FL BM @ OVER DEN/BED.4 @B Loads(Downward+) SELF WEIGHT 10 pit from 0 00ft to 16 25ft 1150 ROOF P 420 PLF=21 00'x(20 00+20 00)/2 from 0 00'to 16 25' _ 1625 WALL E 120 PLF=8 00'x 15 00 from 0 00'to 16 25' t• FLOOR_P 88 PLF=3 20'x(15 00+40 00)12 from 0 00'to 16 25' Reactions(D+Lr+UMax.Load comb.) Down 2876/2581 7312/6562 0/0 TIT Up 0/0 010 -161/-145 -3 1 w/4X4 at support 2(at 1 V-6")(1) Shear Diagragm D+0 75xL+0 75xLr USE TIMBERSTRAND 1 3l4"x14" 1.55E (Fb=2325, F�=310) Critical Shear =-3141 LB @ 10.33' 1.5xV/(F' x A)=0.496 F' =388,A=2450 Critical Moment =-6935 LB-FT @ 11.50' M/(F'bx S)=0.50 6935 F'b=2865, S=57.17 Moment Diagragm D+0 75A+0 75xLr Critical Deflection for TL= -0.216 INCH @ 5 25' U280=0.493" Critical Deflection for LL= -0 089 INCH @ 5.25' L/480=0.288" -0.216 Deflection Diagram D+Lr+L BEAM 11 (DROP): HDR @ FRONT OF STAIR @ B Loads(Downward+) SELF—WEIGHT 9 plf from 0 00ft to 7 75ft ROOF_P 740 PLF=37 00'x(20 00+20 00)/2 from 0 00'to 7 75' 775 Reactions(D+Lr+UMax.Load comb.) Down 2759/2759 2759/2759 Up 0/0 0/0 USE DFL NO2 4 x 10(Fb=900, Fv=180) Critical Shear =-2166 LB @ 6.92' 1 5xV/(F',x A)=0 446 z1 F' =225,A=32.38 Shear Diagragm D+Lr Critical Moment =5345 LB-FT @ 3.83' M/(F'bx S)=0 97 5345 F'b= 1327, S=49.91 Critical Deflection for TL= -0.156 INCH @ 3.92' U240=0 388" Critical Deflection for LL= -0.073 INCH @ 3.92' L/480=0 194" Moment Diagragm D+Lr -0.156 Deflection Diagram D+Lr (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS('k P�I I C G I I Job Plan 24002 consulting group,inc. BUILDING SECTION & SHEAR WALL LAYOUT ROOF SHEAR WALL LAYOUT I 1 2 2T I 2L (1)Load from Diaphragm Only Version 4 30 GOUVIS et 1-1 U 111,G', i i I i 4 � 24002 consulting group,inc. BUILDING SECTION & SHEAR WALL LAYOUT FLOOR SHEAR WALL LAYOUT 1 1T 1L 2 K (1)Load from Diaphragm Only Version 4 30 GOUVIS H! 9!'�C'C: 1 ►h L) Job 64002 Plan 2 consulting group,inc. SECTION 1 - DIRECTION L - BLDG DIMENSION (FT). BASE HT=0.5 HEIGHT=23.3 B=37.0 L=51 5 SECTION DIMENSION (FT): BASE HT=0.5 HEIGHT= 11.8 WIDTH=37.0 DEPTH-8.5 PLATE HT.: 1-FLR=9.0' ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS. Ka=0 85, Kzt= 1 00, G=0 85, GAP,=t0 18, w= 1 00, qh=24 51 PSF INTERPOLATION: L/B=> YES, h/L=>YES, 8=>YES ' WIND HEIGHT(FT)' 15 20 25 30 40 50 WALL PRESSURE wP(PSF): 2398 24.93 25.71 26.37 27.47 28.37 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Hip Roof W=16.5'L=8 5'Windward -5.41 5.41 5.41 -5.41 2058 820 Over Hang W=16 75'L=l' 0 0 0 0 279 279 WIND LOAD. ROOF=56 40 =0.6 x 94 00 PLF(MAX) UPLIFT AVE =4 46 PSF MAX TOTAL= 56.40 PLF SEISMIC PARAMETERS: Ss= 1 91 S1=0 83 Fa= 1.00 F = 1.50 Ry=6.50 SITE CLASS.D SDs=2FaS5/3=1.271 SD1=2F S1/3=0.831 SDC=E 6=1 00 k=1.00 V= SDsx I x W/1.4 x R= 0,1397W ' ROOF- DL ROOF= 20.00 x 159 00/37.00= 85.95 PLF DL FLOOR= 15 00 x 174 00/37.00= 70.54 PLF DL EXT WALL= 15.00 x 37.00 x 4 50/37 00= 67.50 PLF DLINT WALL= 10.00 x 5 00 x 4 50/37 00= 6.08 PLF SHEAR= 0 1397 x(85.95+70.54+67.50+6.08)= 32.14 PLF SHEAR ROOF= 32 14 x 230.07 x 9 0/2071 = 32.14 PLF (41 78 PLF�M ROOF: 56.40 PLF WIND GOVERN ROOF DIAPHRAGM: V= 56 40 PLF ALIGN MAX SHEAR=56 40 x 16.50/(2 x 8.50)=54.74 PLF USE. 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O.C. CHORD FORCE=56.40 x 16.50 3/(8 x 8.50)=225.81 LBS ' SPLICE WI MIN. (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O C (STANDARD CONSTRUCTION) SECTION 1 - DIRECTION T BLDG DIMENSION (FT), BASE HT=0 5 HEIGHT=23.3 B=37.0 L=51 5 SECTION DIMENSION (FT): BASE HT=0.5 HEIGHT= 11.8 WIDTH=8.5 DEPTH=37.0 PLATE HT. 1-FLR=9.0' ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS: Kd=0.85, K=t= 1.00, G =0 85, GCp,=t0 18, w= 1 00, qh=24.51PSF INTERPOLATION: L/B=>YES, h/L=>YES, 9=>YES WIND HEIGHT(FT): 15 20 25 30 40 50 WALL PRESSURE wP(PSF): 2562 26.56 27.34 28 29.1 30 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Gable W=8.5'L=8'Windward 337 57.97 40.78 16.51 1510 910 Gable W=8.5'L=8'LeeWard 40.78 16.51 337 57.97 1510 910 Over Hang W=9 75'L=l' 0 0 0 0 163 163 WIND LOAD: ROOF= 113.85 =0.6 x 189.75 PLF(MAX.) UPLIFT AVE.=6 07 PSF MAX TOTAL= 113.85 PLF SEISMIC PARAMETERS: S5= 1.91 St=0.83 Fa= 1.00 F,= 1 50 R,=6.50 SITE CLASS:D SDs=2FaS5/3=1 271 SD1=2F S1/3=0 831 SDC=E 6=1.00 k=1.00 V= SDsx I x W/1 4 x R= 0 1397W ROOF: DL ROOF= 20.00 x 159.00/8.50= 374.12 PLF DL FLOOR= 15.00 x 174.00/8.50= 307.06 PLF DL EXT WALL= 15.00 x 17 00 x 4 50/8.50= 135 00 PLF DL INT WALL= 10.00 x 8.00 x 4.50/8 50= 42.35 PLF SHEAR= 0 1397 x(374 12+307.06+ 135 00+42.35)= 11994 PLF SHEAR ROOF= 119.94 x 858.53 x 9 0/7727= 119.94 PLF (155.93 PLF�1�) ROOF: 119.94 PLF SEISMIC GOVERN i (1)Load from Diaphragm Only Version 4 30 M GOUVISOngftle6E f119 Job 64002 Plan 2 comulliug group,inc. ROOF DIAPHRAGM: V= 155.93 PLF ALIGN MAX SHEAR= 155.93 x 8 50/(2 x 37 00)= 17.91 PLF USE 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6", 6". 12"O C. CHORD FORCE=155.93 x 8 50'/(8 x 37.00)=38 06 LBS ' SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C (STANDARD CONSTRUCTION) SECTION 2 - DIRECTION L BLDG DIMENSION (FT). BASE HT=0 5 HEIGHT=23 3 B=37.0 L=51.5 SECTION DIMENSION (FT) BASE HT=0.5 HEIGHT=27 8 WIDTH=37.0 DEPTH=35.5 PLATE HT.. 1-FLR=9.0' 2-FLR=8.0' FLR DEPTH= 14" ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 11 OMPH WIND EXPOSURE=C COEFFICENTS: Kd=O 85, KZt= 1.00, G =0 85, Gcp,=t0 18, w= 1.00, qh=24.51PSF INTERPOLATION L/B=> YES, h/L=>YES, 6=>YES WIND HEIGHT(FT). 15 20 25 30 40 50 WALL PRESSURE wP(PSF) 2398 24.93 25.71 2637 27.47 28.37 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Hlp Roof W=37'L=17 75'Windward 1 53 86.09 16208 77.52 6392 597 Hip Roof W=37'L=17.75'LeeWard 162.08 77.52 1.53 8609 6392 597 ' Over Hang W=37.5'L=2' 0 0 0 0 1250 1250 WIND LOAD. ROOF= 161.44 =0.6 x 269 07 PLF(MAX) UPLIFT AVE =6 41 PSF 1-FLR= 131.06 =0.6 x 218 44 PLF MAX TOTAL= 292.50 PLF SEISMIC PARAMETERS: Ss= 1.91 S,=0.83 Fa= 1 00 F = 1.50 Rt,=6 50 SITE CLASS:D SDs=2Fa Ss/3=1 271 SD1=2FvS1/3=0.831 SDc=E 6=1.00 k=1.00 V= SDsx I x W/1.4 x R= 0.1397W ROOF- DL ROOF= 20.00 x 1398 00/37.00= 755.68 PLF DL EXT WALL= 15.00 x 65.00 x 4.00/37.00= 105.41 PLF DL INT WALL= 10.00 x 74.00 x 4.00/37 00= 80.00 PLF SHEAR= 0 1397 x(755.68+ 105 41 +80.00)= 131 47 PLF 1-FLR• DL FLOOR= 15.00 x 1250.00/37.00= 50676 PLF DL EXT WALL= 105.41 + 15.00 x 55.00 x 4 50/37 00= 20574 PLF DLINT WALL= 80.00+1000x63.00x450/3700= 15662 PLF ' SHEAR= 0.1397 x(506.76+205.74+ 156.62)= 121.42 PLF TOTAL SEISMIC LOAD= 131.47+ 121.42= 252.89 PLF REDISTRIB.:941.1 x 18.2+869 1 x 9 0=24950 PLFxFT SHEAR ROOF= 252.89 x 941.08 x 18.2 124950= 173.6 PLF (173.60 PLF")) SHEAR 1-FLR= 252 89 x 869.12 x 9.0/24950= 79 28 PLF (157.85 PLF(')) ROOF: 173.60 PLF SEISMIC GOVERN 1-FLR: 292.50 PLF WIND GOVERN ROOF DIAPHRAGM: V= 173.60 PLF ALIGN MAX SHEAR=173.60 x 37.00/(2 x 35.50)=90.47 PLF USE: 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O C. CHORD FORCE= 173 60 x 37 00 3/(8 x 35 50)=836.84 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) 1-FLR DIAPHRAGM: V= 157.85 PLF ALIGN MAX SHEAR= 157.85 x 37 00/(2 x 35.50)=82.26 PLF USE:23132"CDX RATED UNBLOCKED w/10d COMMON NAILS AT 6". 6". 12"O.C. CHORD FORCE= 157.85 x 37.00 2/(8 x 35.50)=760.90 LBS SPLICE W/MIN.�) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C (STANDARD CONSTRUCTION) SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C (STANDARD CONSTRUCTION) i 1 (1)Load from Diaphragm Only Version 4 30 VOV ♦ Isengine�[ring Job 64002 �,p Plan 2 cousulting group,inc. SECTION 2 - DIRECTION T BLDG DIMENSION (FT). BASE HT=0.5 HEIGHT=23 3 B=37 0 L=51.5 SECTION DIMENSION (FT) BASE HT=0.5 HEIGHT=24 8 WIDTH=35.5 DEPTH=37 0 PLATE HT. 1-FLR=9.0' 2-FLR=8.0' FLR DEPTH=14" ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 11 OMPH WIND EXPOSURE=C COEFFICENTS: Kd=O 85, Kz1= 1 00, G=0 85, Gcp t0 18, w= 1 00, qh=24.51PSF INTERPOLATION. UB=>YES, h/L=>YES, 9=>YES WIND HEIGHT(FT): 15 20 25 30 40 50 WALL PRESSURE wP(PSF): 25.62 2656 27.34 28 29.1 30 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Gable W=35.5'L=18.5'Windward 8068 138.77 97.63 39.53 14584 8788 Gable W=35.5'L=18.5'LeeWard 97.63 3953 80.68 138.77 14584 8788 Over Hang W=37.5'L=l' 0 0 0 0 625 625 WIND LOAD: ROOF= 174 47 =0.6 x 290.78 PLF(MAX.) UPLIFT AVE.=13.61 PSF 1-FLR= 139.96 =0 6 x 233.27 PLF MAX TOTAL= 314.43 PLF SEISMIC PARAMETERS: Ss= 1.91 S,=0.83 F.= 1.00 F = 1.50 Rx=6.50 SITE CLASS-D SDs=2F,Ss/3=1.271 SD1=2F S1/3=0 831 SDc=E 6=1.00 k=1 00 V= SDsx I x W/1 4 x R= 0.1397W ROOF DL ROOF= 20.00 x 1398.00/35.50= 787.61 PLF DL EXT WALL= 15.00 x 60.00 x 4 00/35.50= 10141 PLF DL INT WALL= 10.00 x 85 00 x 4.00/35.50= 9577 PLF SHEAR= 0.1397 x(787 61 +101 41 +95.77)= 137.57 PLF 1-FLR DL FLOOR= 15.00 x 1250.00/35.50= 528.17 PLF DL EXT WALL= 101.41 + 15 00 x 71 00 x 4.50/35 50= 236.41 PLF DL INT WALL= 95 77+ 10.00 x 61 00 x 4.50/35.50= 173.10 PLF SHEAR= 0.1397 x(528.17+236 41 +173.10)= 130.99 PLF TOTAL SEISMIC LOAD= 137.57+130 99= 268.57 PLF REDISTRIB..984.8 x 18.2+937.7 x 9.0=26362 PLFxFT SHEAR ROOF= 268.57 x 984.79 x 18.2/26362= 182.59 PLF (182.59 PLF�1�) SHEAR 1-FLR= 268.57 x 937.68 x 9.0/26362= 85.97 PLF (170.30 PLF0)) ROOF: 182.59 PLF SEISMIC GOVERN 1-FLR: 314.43 PLF WIND GOVERN ROOF DIAPHRAGM: V= 182 59 PLF ALIGN MAX SHEAR=182.59 x 35 50/(2 x 37 00)=87.60 PLF USE: 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O.C. CHORD FORCE= 182 59 x 35.50 I/(8 x 37.00)=777.41 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O C. (STANDARD CONSTRUCTION) 1-FLR DIAPHRAGM: V= 170.30 PLF ALIGN MAX SHEAR= 170.30 x 21.00/(2 x 37 00)=48.33 PLF USE. 23132"CDX RATED UNBLOCKED w110d COMMON NAILS AT 6". 6", 12"O C CHORD FORCE= 170.30 x 21.00 2/(8 x 37.00)=253 72 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O C. (STANDARD CONSTRUCTION) (1)Load from Diaphragm Only Version 4 30 GOVVISM191ROBH r Job Plan 24002 consulting group,inc. SECTION 3 - DIRECTION L BLDG DIMENSION (FT) BASE HT=0 5 HEIGHT=23.3 B=37.0 L=51.5 SECTION DIMENSION (FT): BASE HT=0 5 HEIGHT= 12.8 WIDTH= 18 3 DEPTH=7 5 PLATE HT.' 1-FLR=9.0' ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS: Kd=0.85, KLt= 1 00, G =0.85, Gcp t0.18, w= 1.00, qh=24.51PSF INTERPOLATION: L/B=>YES, h/L=> YES, 9=>YES WIND HEIGHT(FT): 15 20 25 30 40 50 WALL PRESSURE wP(PSF): 23.98 2493 25.71 2637 27.47 28.37 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Hip Roof W=18.25'L=7.5'Windward -15.78 1731 16.54 -16.54 2102 894 Over Hang W=18 5'L=l' 0 0 0 0 308 308 WIND LOAD: ROOF=61.20 =0.6 x 102 00 PLF(MAX.) UPLIFT AVE.= 10.56 PSF MAX TOTAL= 61.20 PLF SEISMIC PARAMETERS: Ss= 1.91 S,=0.83 Fa= 1.00 F = 1.50 Ry=6.50 SITE CLASS:D SDs=2F,Ss/3=1 271 SD1=2F S,/3=0 831 SDc=E 6=1.00 k=1 00 V= SDsxIxW/14xR= 0.1397W I ROOF: DL ROOF= 20 00 x 165.00/18.25= 180.82 PLF DL EXT WALL= 15.00 x 18.25 x 4.50/18.25= 67.50 PLF DL INT WALL= 10.00 x 1 00 x 4 50/18.25= 2.47 PLF SHEAR= 0 1397 x(180.82+67.50+2.47)= 35 04 PLF SHEAR ROOF= 35.04 x 250.79 x 9.0/2257= 35.04 PLF (45 55 PLF")) ROOF: 61.20 PLF WIND GOVERN ROOF DIAPHRAGM: V= 61.20 PLF ALIGN MAX SHEAR=61.20 x 18.25/(2 x 7 50)=74.46 PLF USE: 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O.C. CHORD FORCE=61.20 x 18.25 11(8 x 7.50)=339.72 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O C. (STANDARD CONSTRUCTION) ! SECTION 3 - DIRECTION T ` BLDG DIMENSION (FT)- BASE HT=0.5 HEIGHT=23.3 B=37.0 L=51 5 SECTION DIMENSION (FT). BASE HT=0.5 HEIGHT= 12 8 WIDTH=7 5 DEPTH= 18.3 PLATE HT: 1-FLR=9.0' ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS- Kd=0.85, Kzt= 1.00, G =0.85, Gcp,=t0.18, w= 1.00, qh=24.51PSF INTERPOLATION. L/B=>YES, h/L=>YES, 9=>YES WIND HEIGHT(FT): 15 20 25 30 40 50 WALL PRESSURE wP(PSF): 25.62 26.56 27.34 28 29.1 30 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Gable W=7 5'L=9'Windward 4596 79.05 5561 22.52 1499 903 Gable W=7.5'L=9'LeeWard 55.61 22.52 45.96 7905 1499 903 Over Hang W=8.5'L=l' 0 0 0 0 142 142 WIND LOAD: ROOF= 130 10 =0 6 x 216.84 PLF(MAX) UPLIFT AVE.= 13 76 PSF MAX TOTAL= 130 10 PLF SEISMIC PARAMETERS: Ss= 1.91 S,=0.83 Fa= 1.00 F = 1.50 R,=6.50 SITE CLASS:D SDs=2F.%/3=1.271 SD,=2F S,/3=0.831 SDc=E 1a=1.00 k=1 00 V= SDSX I x W/1 4 x R= 0.1397W ROOF. DL ROOF= 20.00 x 165 00/7.50= 440.00 PLF DL EXT WALL= 15.00 x 15.00 x 4.50/7.50= 135.00 PLF DL INT WALL= 10.00 x 7.50 x 4.50/7.50= 45.00 PLF SHEAR= 0.1397 x(440.00+135 00+45 00)= 86.61 PLF SHEAR ROOF= 86.61 x 620.00 x 9.0/5580= 86.61 PLF (112.60 PLF(1)) ROOF: 130.10 PLF WIND GOVERN ROOF DIAPHRAGM: V= 130 10 PLF ALIGN MAX SHEAR=130 10 x 7.501(2 x 18.25)=26.73 PLF USE: 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6", 12"O.C. CHORD FORCE= 130.10 x 7 50 2/(8 x 18.25)=50 13 LBS SPLICE W/MIN. (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) (1)Load from Diaphragm Only Version 4 30 GOT vis6119i � fig Job 64002 �J 1 �[ � Plan 2 consulting group,inc. 2L ROOF Wind:2987 37 00ft Seismic:3216 Wind 2987(LB)(Uplift on Roof=5 9psf) Seismic 3472(LB)= 3216 +256 O 800 125 250 550 800 2 00 150 2 00 1 50 2 00 900 Strap(E) 000, B A 3525 925 17 25 23 15 1773 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL 1 2nd Floor ON GRID 1 Exterior Direction- L Location.(7 15,38.09) (p=1.0) Total Length=35.3 ft Total panel Length=8.0 ft Shear Diaphragm=3472/35.3=98 plf Use(9 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=3472/8.00=434 plf(Flexible)Max. Drag=1773 Ibs Max panel deflection. AM=(4.0/1.00)x As x 1.4= 1.002"<_0.020 x 96.00=1.920" Use TYPE 3 Design Report- Loads: Wall 1200p1f=15x80' ROOF P 20 PLF=2 00'12 x 20 00 from 0 00'to 35 25' Overturn Analysis Uplift(T) Down(C) Panel AO b=8.00 h=8.00 Left Side. T= 3289 LB C= 3680 LB (2)CS16/(2)2x4 Right Side. T= 3289 LB C= 3680 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving hoidowns Version 4 30 C f Job 64002 GOU ♦`J IS(d 4�E l E .E f �. Plan 2 consulting group,inc. 1L ROOF Wind:0 2L 1 FL Wind:2425 37 00ft Seismic:596 37 00ft Seismic:1469 31- ROOF Wind:0 18 25ft Seismic:320 from SW 1(W=2987LB, E=3472LB)from 8 50ft to 43 75ft(100%) Wind:5411(LB)=2425+2987 Seismic 6458(LB)= 2385 +346+3728 O 800 1 25250 550 800 —2 00 1 50200 1 50200 900 O 900 1 1 n 725 600 1050 8 00 1000 800 4 50 200 125 Strap(E) T Hold down ; Post/stud required to transfer load from ABV 2226 000, B c, A 5150 9 51 1710275 25 75 383B'S Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B. Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C: Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL 1 1st Floor ON GRID 1 Exterior Direction- L Location:(7.15,46.59) (p=1.0) Total Length=51.5 ft Total panel Length= 16.0 ft Shear Diaphragm=6458/51.5= 125 plf Use(16 A35)or(12 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=6458/16.00=404 plf(Flexible)Max Drag=2226 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1 4= 1 8375 0.020 x 108.00=2 160" Use TYPE 3 Design Report- Loads: Wall 1350p1f=15x90' FLOOR P 120 PLF=16 00'12 x 15 00 from 7 00'to 25 00' Overturn Analysis Uplift(T) Down(C) Panel AO b=8.00 h=9.00 Left Side. T= 6789 LB C= 7549 LB HDU8/4x4(I)w/DBL BLK'G Right Side. T= 6825 LB C= 7466 LB HDU8/4x4(I)w/DBL BLK'G Use HDU8/4x4(1)on both ends w/(3)5/8"x 12"Anchor Bolt (@ 40"O.C. max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GOUVIS(,[� t � E i< < 64002 Plan 2 consulting group,inc. WALL 1 1st Floor ON GRID 1 Overturn Analysis Uplift(T) Down(C) Panel BO b=8.00 h=9.00 Left Side: T= 3470 LB C= 3864 LB STHD14/4x4 Right Side: T= 3470 LB C= 3864 LB STHD14/4x4 Use STHD14/4x4 on both ends w/(3)518"x 12"Anchor Bolt (@ 40"O.C.max) (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GOUVIS [i i I I I I4 I ! * Job 64002 �J 1 [_r 1��d--[ k I ,, Plan 2 consulting group,inc. 2L ROOF I Wind:2987 37 00ft Seismic:3216 Wind:2987(LB)(Uplift on Roof=5 9pso Seismic:3476(LB)= 3216 +260 O 800 6 50 800 1 25 400 525 400 650 Strap(E) 000, B A 35 50 650 1450 23 33 -2056 Drag Force Analysis A. Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL 2 2nd Floor ON GRID 2 Exterior Direction L Location:(44 15,38.09) (p=1.0) Total Length=35.5 ft Total panel Length=8 0 ft Shear Diaphragm=3476/35 5=98 plf Use(9 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W Schedule Design Wall Shears=3476/8.00=435 plf(Flexible)Max. Drag=2056 Ibs Max panel deflection AM=(4.0/1.00)x As x 1.4= 1 002"<_0.020 x 96.00=1.920" Use TYPE 3 Design Report: Loads: Wall 1200 plf=15x80' ROOF P 20 PLF=2 00%2 x 20 00 from 0 00'to 35 50' Overturn Analysis Uplift(T) Dowrl Panel AO b=8.00 h=800 Left Side: T= 3293 LB C= 3685 LB (2)CS16/(2)2x4 Right Side. T= 3293 LB C= 3685 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOUVIS( k,l , f f F (�� i Job 64002 Plan 2 consulting group,inc. 2L_1_FL Wind:2425 l 1L ROOF Wind:0 37 00ft Seismic:1469 37 0011 Seismic:596 NONE I 3L ROOF I Wind:0 18 75ft 18 501t Seismic:161 from SW 2(W=2987LB, E=3476LB)from 0 00ft to 35 50ft(1009,o) Wind:5411(LB)=2425+2987 Seismic-6246(LB)= 2226 +284+3737 O 800 650 800 25 400 525 400 650 ' n60 900 150 300 6 00 300 75 2 75 1 950 Strap(E) T Hold down Post/stud required to transfer load from ABV. 0 00 A B A 3550 4 50 10 50 20 00 26 00 28 72 _1671 Drag Force Analysis A. Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL 2 1st Floor ON GRID 2 Exterior Direction. L Location.(44.15,38 09) (p=1.0) Total Length=35.5 ft Total panel Length=12 0 ft Shear Diaphragm=6246/35 5=176 plf Use(16 A35)or(12 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W.Schedule Design Wall Shears=6246/12.00=520 plf(Flexible)Max. Drag=1671 Ibs Max panel deflection: AM=(4 0/1.00)x As x 1 4=2.027"<_0.020 x 108 00=2.160" Use TYPE 4 Design Report Loads: Wall 135 0 plf=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel 0 b=6.00 h=9.00 Left Side. T= 7148 LB C= 7454 LB HDQ8/4x4(I)w/DBL BLK'G T= 6551 LB C= 7454 LB HDU8/4x4(0)w/DBL BLK'G Right Side T= 3360 LB C= 3800 LB STHD10/4x4 Use HDQ8/4x4(1)@ L. and Use STHD10/4x4 @ R. or Use Combination of L.and R. w/(3)518"x 12"Anchor Bolt (@ 24"O.C. max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel t Job 64002 GOUVISG Plan 2 consulting group,Me. WALL 2 1st Floor ON GRID 2 Overturn Analysis Uplift(T) Down(C) Panel D b=6.00 h=9.00 Left Side: T= 4843 LB C= 5018 LB HDU8/4x4(I)w/DBL BLK'G Right Side: T= 4843 LB C= 5018 LB HDU8/4x4(I)w/DBL BLK'G Use HDU8/4x4(1)on both ends w/(3)518"x 12"Anchor Bolt (@ 24"O.C. max) Provide STHD10/4x4 @ 14.5ft for Tension(3293 Ibs)from above (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GO lJ ♦ IS(-' �� i,4� � I {I i Job 64002 Plan 2 consulting group,inc. ' 3T ROOF I Wind:520 8 00ft Seismic:347 Wind:520(LB) Seismic:460(LB)= 347 + 113 O 900 400 400 400 1 400 200 Strap(E) T Hold down 231 0 00 A 1800 8 00 00 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice Design Analysis WALL A 1st Floor ON GRID A Exterior Direction:T Location:(7 15,-4.91) (p=1.0) Total Length= 18.0 ft Total panel Length=4.0 ft Shear Diaphragm=520/18 0=29 plf Use(2 A35)or(2 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=520/4 00= 130 plf(Flexible)(Adjusted seismic for h/w ratio= 129plf)Max. Drag=231 Ibs Max panel deflection. AM=(4.0/1.00)x As x 1.4= 1 014"<_0.020 x 108.00=2 160" Use TYPE 1 Design Report Loads: wall 135 0 Of=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=400 h=900 Left Side: T= 1047 LB C= 1360 LB STHD10/4x4 Right Side: T= 1121 LB C= 1360 LB HTT5/4x4(-) (1)w/DBL BLK'G Use STHD10/4x4 @ L. and Use HTT5/4x4(1)@ R. w/(2)518"x 12"Anchor Bolt (@ 32"O C. max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GO UVIS I f P E [I C,G1 i I ; Job 64002 Plan 2 consulting group,inns. 2T ROOF Wind:3097 35 50ft Seismic:3246 Wind. 3097(LB)(Uplift on Roof= 11.4pso Seismic:3490(LB)= 3246 +244 O 800 4 50 2 00 150 2 00 150 2 00 127 800 800 625 Strap(E) 1391 000, B B A 3700 12 64 14 75 22 7524 36 Drag Force Analysis A. Simpson ST22 (11921-13) ALT(10)#16 sinker per top plate splice B. Simpson ST6224 (21341-6) ALT(16)#16 sinker per top plate splice Design Analysis WALL B 2nd Floor ON GRID B Exterior Direction:T Location-(7.15,2 59) (p=1.0) Total Length=37.0 ft Total panel Length=8.0 ft Shear Diaphragm=3490/37 0=94 plf Use(9 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=3490/8.00=436 plf(Flexible)Max. Drag= 1391 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=0.986"<_0.020 x 96.00=1.920" Use TYPE 3 Design Report- Loads: Wall 1200p1f=15x80' ROOF P 360 PLF=36 00%2 x 20 00 from 16 00'to 37 00' ROOF P 185 PLF=18 50%2 x 20 00 from 0 00'to 16 00' Overturn Analysis Uplift(T) Down(C) Panel O b=800 h=8.00 Left Side. T= 2815 LB C= 4133 LB (2)CS16/(2)2x4 Right Side: T= 2808 LB C= 4362 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving hoidowns Version 4 30 GO V ♦ IS() � I t I I Job 64002 Plan 2 consuiling group,inc. 2T_1_FL Wind:1400 3T ROOF Wind:504 20 00ft Seismic:861 7 75ft Seismic:336 from SW B(W=3097LB, E=3490LB)from 0.00ft to 37.00ft(10091o) Wind:5001(LB)= 1904+3097 Seismic-5091(LB)= 1197 + 159+3735 O 800 4 50 2 00 1 50 2 00 150 2 00 L18 00 800 625 N5OO BC D 900 5 25 5 3 50 5 1625 0 T Hold down ; Post/stud required to transfer load from ABV El Blocked panel use TYPE 5 000, B A B I A B A 3700 5 00 12 75 16 25 22 17 -1663 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL B 1st Floor ON GRID B Exterior Direction T Location:(7.15,2.59) (p=1.0) Total Length=37.0 ft Total panel Length= 12.0 ft Shear Diaphragm=5091 /37.0= 138 plf Use(13 A35)or(10 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=5091 /12 00=424 plf(Flexible)(Adjusted seismic for h/w ratio=742plf)Max. Drag= 1663 Ibs Max panel deflection. AM=(4 0/1.00)x As x 1 4=1.826":5 0.020 x 108.00=2 160" Use TYPE 5 Design Report Loads: Wall 135 0 Of=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel O b=5.00 h=9 00 Left Side: T= 4002 LB C= 4151 LB HDU8/4x6(1)w/DBL BLK'G Right Side T= 4002 LB C= 4151 LB HDU8/4x6(1)w/DBL BLK'G Use HDU8/4x6(1)on both ends w/(2)5/8"x 12"Anchor Bolt (@ 48"O C.max) Panel OB b=250 h=9.00 Left Side: T= 4475 LB C= 4425 LB HDU8/4x6(1)w/DBL BLK'G Right Side' T= 2689 LB C= 2731 LB HDU8/4x6(1)w/DBL BLK'G Blocked with Header Use HDU8/4x6(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 16"O.C. max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GOUVIS' ` f ' ¢ Job 64002 Plan 2 coirsuldug group,inc. WALL B 1st Floor ON GRID B Overturn Analysis Uplift(T) Down(C) Panel CO b=2.50 h=9.00 Left Side T= 4475 LB C= 4425 LB HDU8/4x6(I)w/DBL BLK'G Right Side T= 4475 LB C= 4425 LB HDU8/4x6(I)w/DBL BLK'G Blocked with Header Use HDU8/4x6(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 16"O C. max) Panel OD b=200 h=9.00 Left Side T= 4721 LB C= 4576 LB HDU8/4x6(I)w/DBL BLK'G Right Side. T= 4721 LB C= 4576 LB HDU8/4x6(I)w/DBL BLK'G Blocked with Header Use HDU8/4x6(1)on both ends w/(2)5/8"x 12"Anchor Bolt (@ 12"O C. max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GOUVIS( I i PI � f �L: C-i I i� Job 64002 Plan 2 cousulliug group,iuc. ' 2T_1_FL I Wind:1400 3T ROOF Wind:504 20 00it Seismic:861 7 75ft Seismic:336 from SW B(W=3097LB, E=3490LB)from 0 00ft to 37 00ft(100916) Wind-5001(LB)= 1904+3097 Seismic:5095(LB)= 1197 + 163+3735 O 800 450 2 00 1 50 2 00 1 50 2 00 1 800 800 625 N450 B C900 0 W252 00 3 00 OL501 1625 0 T Hold down ; Post/stud required to transfer load from ABV El Blocked panel use TYPE 5 0 00 A B I A B A 36 25 2 75 25 11 7513 5815 50 21 46 1679 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B. Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL B-1 1st Floor ON GRID B @ OPT. Exterior Direction:T Location.(3 15,2.59) (p=1.0) Total Length=36.3 ft Total panel Length=11.5 ft Shear Diaphragm=5095/36 3= 141 plf Use(14 A35)or(10 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W.Schedule Design Wall Shears=5095/11.50=443 plf(Flexible)(Adjusted seismic for h/w ratio=775plf)Max Drag= 1679 Ibs Max panel deflection AM=(4 0/1.00)x As x 1.4= 1.910"<_0 020 x 108 00=2.160" Use TYPE 5 Design Report: Loads: Wall 1350p1f=15x90' Overturn Analysis Uplift(T) Down(C) Panel AO b=4.50 h=9 00 Left Side T= 4243 LB C= 4360 LB HDU8/4x6(1)w/DBL BLK'G Right Side: T= 4243 LB C= 4360 LB HDU8/4x6(1)w/DBL BLK'G Use HDU8/4x6(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 40"O C. max) Panel OB b=2.50 h=9 00 Left Side T= 4677 LB C= 4616 LB HDU8/4x6(1)w/DBL BLK'G Right Side T= 4677 LB C= 4616 LB HDU8/4x6(1)w/DBL BLK'G Blocked with Header Use HDU8/4x6(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 16"O C max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GOU ♦ IS 1[ 66 1 1(A-d l k�` Job 64002 .r Plan 2 Cousulting group,Me. WALL B-1 1st Floor ON GRID B @ OPT. Overturn Analysis Uplift(T) Down(C) Panel CO b=2.50 h=9 00 Left Side: T= 4677 LB C= 4616 LB HDU8/4x6(1)w/DBL BLK'G Right Side: T= 4677 LB C= 4616 LB HDU8/4x6(I)w/DBL BLK'G Blocked with Header Use HDU8/4x6(1)on both ends w/(2)5/8"x 12"Anchor Bolt (@ 16"O.C max) Panel O b=2.00 h=9.00 Left Side: T= 4933 LB C= 4774 LB HDU8/4x6(I)w/DBL BLK'G Right Side- T= 4933 LB C= 4774 LB HDU8/4x6(1)w/DBL BLK'G Blocked with Header Use HDU8/4x6(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 12"O.C. max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GOUVIS4 �' J": (' � �' Job 64002 Plan 2 consulling group,inc. ' 2T_1_FL Wind:2484 35 50ft Seismic:2328 Wind:2484(LB) Seismic. 2627(LB)= 2328 +299 O 900 1100 550 800 1200 Strap(E) 1188 0 00, A A 3650 16 50 4 50 Drag Force Analysis A Simpson ST22 (11921-13) ALT(10)#16 sinker per top plate splice Design Analysis WALL C 1st Floor ON GRID C Exterior Direction T Location-(7.44,21 51) (p=1.0) Total Length=36 5 ft Total panel Length=8.0 ft Shear Diaphragm=2627/36.5=72 plf Use(7 A35)or(5 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W Schedule Design Wall Shears=2627/8 00=328 plf(Flexible)Max Drag= 1188 Ibs Max panel deflection. AM=(4 0/1 00)x As x 1.4= 1.691"<_0 020 x 108.00=2.160" Use TYPE 2 Design Report. Loads: Wall 1350p1f=15x90' Overturn Analysis Uplift(T) Down(C) Panel AO b=8 00 h=9.00 Left Side T= 2780 LB C= 3161 LB STHD10/4x4 Right Side- T= 2780 LB C= 3161 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(3)518"x 12"Anchor Bolt (@ 40"O C. max) Version 4 30 GOUVIS E I f E-1 Y S l C' i I 4 Job 64002 Plan 2 consulting group,inc. ' 2T_ROOF I Wind:3097 35 50ft Seismic:3246 Wind 3097(LB)(Uplift on Roof= 11 4pso Seismic:3490(LB)= 3246 +244 O 800 300 500 050 500 2 50 800 25 4 00 875 Strap(E) 1509 000 B A 3700 1264 1600 24 00 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL D 2nd Floor ON GRID D Exterior Direction T Location.(7.15,38 09) (p=1.0) Total Length=37.0 ft Total panel Length=8.0 ft Shear Diaphragm=3490/37.0=94 plf Use(9 A35)or(6 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W Schedule Design Wall Shears=3490/8 00=436 plf(Flexible)Max. Drag= 1509 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1 4=0.986"<_0.020 x 96 00= 1.920" Use TYPE 3 Design Report: Loads: Wall 120 0 Of=15 x 8 0' ROOF_P 185 PLF=18 5072 x 20 00 from 0 00'to 16 00' ROOF P 355 PLF=35 50%2 x 20 00 from 16 00'to 37 00' Overturn Analysis Uplift(T) Dowirl Panel AO b=8.00 h=8 00 Left Side- T= 2808 LB C= 4357 LB (2)CS16/(2)2x4 Right Side- T= 2808 LB C= 4357 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOUVIS C.I E ;Ij (>-[ i i f y Job 64002 Plan 2 consulting group,inc. 1T_ROOF I Wind:484 ' 2T_1_FL I Wind:1032 8 50ft Seismic:510 14 75ft Seismic:635 from SW D(W=3097LB, E=3490LB)from 0 00ft to 37.00ft(100%) Wind:4613(LB)= 1516+3097 Seismic-5006(LB)= 1145 + 125+3735 O 800 300 500 050 500 2 50 800 25400 875 N 900 1600 600 050 600 1 400 T Hold down ; Post/stud required to transfer load from ABV 2194 000, B A 6 3650 869 1A60 20 00 2694 3250 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C. Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL D 1st Floor ON GRID D Exterior Direction:T Location:(7.44,38 09) (p=1.0) Total Length=36.5 ft Total panel Length=8 0 ft Shear Diaphragm=5006/36.5= 137 plf Use(12 A35)or(10 LS50)Along Line of Shear Panel or for Framing Clips Spacing See SW Schedule Design Wall Shears=5006/8.00=626 plf(Flexible)(Adjusted seismic for h/w ratio=704plf)Max Drag=2194 Ibs Max panel deflection AM=(4.0/1 00)x As x 1.4=2.066"<_0 020 x 108 00=2.160" Use TYPE 5 Design Report Loads: Wall 135 0 p/f=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=4.00 h=9.00 Left Side: T= 9615 LB C=10283 LB HHDQ11/6x6(I)w/DBL BLK'G Right Side: T= 7590 LB C= 7684 LB HDQ8/(3)2x6(I)w/DBL BLK'G Use HHDQ11/6x6(1)@ L. and Use HDQ8/(3)2x6(1)@ R. w/(3)5/8"x 12"Anchor Bolt (@ 16"O.C. max) For Grade Beam,Add(1)#5 Top&Bottom,4'Past Panel Each End Panel OB b=4.00 h=9.00 Left Side: T= 6142 LB C= 6171 LB HDU8/4x6(1)w/DBL BLK'G Right Side: T= 6142 LB C= 6171 LB HDU8/4x6(1)w/DBL BLK'G Use HDU8/4x6(1)on both ends w/(3)5/8"x 12"Anchor Bolt (@ 16"O.C max) For Grade Beam,Add(1)#4 Top 8r Bottom,4'Past Panel Each End (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GO lJ ♦ IS I f j i� Job 64002 � Plan 2 consulting group,inc. 1T_ROOF Wind:484 2T_1_FL Wmd:1032 8 5011 Seismic:510 14 75ft Seismic:635 from SW D(W=3097LB, E=3490LB)from 0 00ft to 37.00ft(100%) Wind 4613(LB)= 1516+3097 Seismic 4967(LB)= 1145 +87+3735 O 800 300 500 050 500 250 800 25400 875 A B 900 1600 1 75 125 1500 1 75 100 Post/stud required to transfer load from ABV 2163 000, B 8 I A 36 75 682 1 6W 7 75 2719 34 0635 75 Drag Force Analysis A: Simpson ST22 (11921-6) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (21341-13) ALT(16)#16 sinker per top plate splice C Simpson ST6236 (32301-6) ALT(22)#16 sinker per top plate splice Design Analysis WALL D-1 1st Floor ON GRID D OPT.15'-0 SLIDER Exterior Direction:T Location(7 44,38 09) (p=1.0) Total Length=36 8 ft Total panel Length=3.5 ft Shear Diaphragm=4967/36 8= 135 plf Design Wall Shears=4967/3.50= 1419 plf(Flexible)Max. Drag=2163 Ibs Use(2)SIMPSON STEEL STRONG WALL(SSW21x9-1"DIA.) For Grade Beam of Each Panel,Add(2)#5 Top&Bottom, 4'past Panel Each End. Version 4 30 1 GOLD ♦ IS(1!{ `j ! k l'' (' I ! ' Job 64002 Plan 2 consulting group,inc. 1T ROOF I Wind:484 8 50fl Seismic:510 Wind:484(LB) Seismic:632(LB)= 510 + 121 A 900 525 600 400 125 Strap(E) 431 000 A A 16 50 1125 1525 Drag Force Analysis A. Simpson ST22 (11921-6) ALT(10)#16 sinker per top plate splice Design Analysis WALL E 1st Floor ON GRID E Exterior Direction T Location(7.15,46.59) (p=1.0) Total Length= 16 5 ft Total panel Length=4 0 ft Shear Diaphragm=632/16 5=38 plf Use(2 A35)or(2 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=632/4.00= 158 plf(Flexible)(Adjusted seismic for h/w ratio= 178plf)Max Drag=431 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4= 1 389"<_0 020 x 108.00=2 160" Use TYPE 1 Design Report. Loads: wall 1350p1f=15x90' Overturn Analysis Uplift(T) Down(C) Panel AO b=400 h=9.00 Left Side: T= 1358 LB C= 1630 LB STHD10/4x6 Right Side: T= 1358 LB C= 1630 LB STHD10/4x6 Use STHD10/4x6 on both ends w/(2)518"x 12"Anchor Bolt (@ 32"O.C. max) Version 4 30 G 0 U V I S _ i f �, € � � f l R t` Job 64002 Plan 2 consulting group,inc. Footing/Pad: F1 TYP EXTERIOR FOOTING Soil Beanng(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 150' ROOF P 500 PLF=25.00'x(20.00+20 00)/2 WALL_E 289 PLF= 19 25'x 15.00 FLOOR P 660 PLF=24 00'x(15.00+40 00)/2 Total Weight(Wtota, )= 1730 PLF Footing Width(Bf)Required 10.38" = (Wtotal /SB)= 1730/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) Footing/Pad: 1 LEFT OF BM 1 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1 50' Point from Support 1 of Beam 1(6041 LB) WALL E 270 PLF= 18.00'x 15.00 Total Weight(Wtota, )= 551 PLF Total Point Load(PTota, )=6041 LB Footing Width(Bf)Required: 3 31" = (Wma, /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39 50" Width 15" Capacity of Point Load on Footing(P,,p _(SB x S x Width)/144 =8229 LB Allowable Point Load on Foot,ng(PAIIow )=Poaa -(Wtota, x S)/12 =6415 LB No Pad is need! Footing/Pad:2 LEFT OF BM 2 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1 50' Point from Support 1 of Beam 2(5758 LB) WALL E 270 PLF= 18 00'x 15.00 Total Weight(Wtota, )= 551 PLF Total Point Load(PTotal )=5758 LB Footing Width(Bf)Required 3.31" =(Wtota, /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Foot,ng(P.p )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAllow )= Poap -(Wtotal x S)/12 =6415 LB No Pad is need! Version 4 30 GOUVIS t.'' I E�i ` [,��c�i i i r Job 64002 Plan 2 consulting group,inc. Footing/Pad: 3 RIGHT OF BM 2 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 938 LB= 150 x 2 50'x 2 50'x 1 00' Point from Support 2 of Beam 2(5758 LB) WALL_E 270 PLF= 18.00'x 15.00 Point from Support 1 of Beam 3(3524 LB) Total Weight(Wtotal )= 551 PLF Total Point Load(PTotal )= 10219 LB Footing Width(Bf)Required: 3.31" =(Wtotal /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAllow )= Pcap (Wtotal x S)/12 =6415 LB Required Pad Area=Pwal /SB= 10219/2000 =5 11' USE 2'-6"SO x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad:4 LEFT OF BM 4 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1 25'x 150' Weight of Pad 1350 LB= 150 x 3.00'x 3 00'x 1 00' Point from Support 1 of Beam 4(12303 LB) WALL E 270 PLF= 18 00'x 15 00 Total Weight(Wtotai )= 551 PLF Total Point Load(PTota, )= 13653 LB Footing Width(Bf)Required: 3 31" = (Wtotal /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(PcaP )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Pcap (Wtotal x S)/12 =6415 LB Required Pad Area= Ptota, /SB= 13653 /2000 =6.83' USE 3'-0"SO x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad: 5 MID.OF BM 5 Soil Beanng(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 938 LB= 150 x 2 50'x 2.50'x 1.00' Point from Support 2 of Beam 5(7885 LB) WALL E 270 PLF= 18.00'x 15.00 Total Weight(Wtota, )= 551 PLF Total Point Load(PTota, )=8822 LB Footing Width(Bf)Required 3.31" =(Wtota, /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA,low )= Pcap -(Wtotal x S)/12 =6415 LB Required Pad Area=Ptotai /SB=8822 /2000 =4 41' USE 2'-6"SO x 12"DEEP PAD(4)#4 @ Botom E.W. Verson 4 30 GOUVIS���M � � €�I C CA i i! 1? Job 64002 Plan 2 consulting group,Me. Footing/Pad:6 LEFT OF BM 7 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1 25'x 1.50' Point from Support 2 of Beam 7(3866 LB) WALL E 270 PLF= 18.00'x 15.00 Total Weight(Wwta, )= 551 PLF Total Point Load(PTotal )=3866 LB Footing Width(Bf)Required 3.31" =(Wtotal /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39 50" Width 15" Capacity of Point Load on Footing(Poap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Pap -(Wtotal x S)/12 =6415 LB No Pad is need! Footing/Pad:7 LEFT OF BM 9 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 150' Weight of Pad 938 LB= 150 x 2 50'x 2 50'x 1.00' Point from Support 1 of Beam 9(7782 LB) WALL E 270 PLF= 18.00'x 15.00 Total Weight(Wtota, )= 551 PLF Total Point Load(PTota, )=8719 LB Footing Width(Bf)Required: 3.31" = (Wtotal /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footmg(PAuow )= Pup -(Wtotal x S)/12 =6415 LB Required Pad Area= Ptota, /SB =8719 /2000 =4 36' USE 2'-6"SQ x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad:8 MID OF BM 10 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 600 LB= 150 x 2 00'x 2.00'x 1 00' Point from Support 2 of Beam 10(7312 LB) WALL E 270 PLF= 18 00'x 15.00 Total Wetght(Wtota, )= 551 PLF Total Point Load(PTotai )=7912 LB Footing Wtdth(Bf)Required. 3.31 _(Wtota, /SB)=551/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAuow )= Pup -(Wtotal x S)/12 =6415 LB Required Pad Area= Ptota, /SB =7912 /2000 =3.96' USE 2'-0"SQ x 12"DEEP PAD(3)#4 @ Botom E.W. Version 4 30 ` Job 64002 GOUVIS �J 1 (?kFl if �' c' I tl � Plan 2 consu!liug group,inc. Footing/Pad:9 MIDDLE OF BM 6 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1 25'x 1 50' Point from Support 2 of Beam 6(3302 LB) Point from Support 1 of Beam 6(3302 LB) WALL E 135 PLF=9 00'x 15.00 Total Weight(Wtota, )= 416 PLF Total Point Load(PTota, )=6605 LB Footing Width(Bf)Required: 2 50" = (Wtota, /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Poap -(Wtotai x S)/12 =6859 LB No Pad is need! Version 4 30 Job GO lJ ♦ I AJ� ! i P lT E ! s �I Plan 34002 consulting group,inc. DESIGN CRITERIA: A. Code:2013 CBC Wind Exposure:C,Speed= 110mph Seismic Design Category .D, S5= 1.907, S,=0.831, SDS=1 27, SD,=O 831, Rx=6.5, Ry=6 5 B. Maximum 19%moisture content prior to Installation of Finish Material 4X Members: No.2 or Better 6X, 8X Beams and Headers: No.1 or Better 2X Joists and Rafters: No.2 or Better Plates and Blocking-Standard Grade or Better Studs. Stud Grade or Better Mud Sills: Pressure Treated Utility Grade or Better Parallam PSL Beams and Headers- Grade 2.0E DF, Fb=2900 psi(MIN), Fv=290 psi(MIN) Versa-Lam LVL Beams and Headers Grade 2.OE, Fb=2900 psi(MIN), Fv=285 psi(MIN) TimberStrand LSL Beams and Headers- Grade 1.55E, Fb=2325 psi(MIN), Fv=425 psi(MIN) TimberStrand LSL Rim Board and Headers Grade 1 3E, Fb= 1700 psi(MIN), Fv=425 psi(MIN) Glu-Lam Beams and Headers 24F-V4, DF/DF, 1 8E, Fb=2400(T)/1850(B) psi (MIN), Fv=265 psi(MIN) C. CONVENTIONAL 1-POUR FOUNDATION WITHOUT STRUCTURAL ANALYSIS FOR EXPANSIVE SOIL OR DIFFERENTIAL SETTLEMENT PRIMARY ROOF(ROOF_P) Pitch 6 K= Increase for pitch: 1.12/12 Typ.Truss @ 24"O/C x K 2.68 Plywood(1/2") x K 1.73 5/8"Gyp. Board 300 Conc Tile x K 11.18 sprinkler: 1 00 Misc. 309 Snow Load. 0.00 Dead Load: 22.68 Live Load: 20.00 PRIMARY FLOOR(FLOOR_P) 14"TJI/210 @ 19 2"O/C 1 94 Plywood(3/4") 2.25 5/8"Gyp. Board 300 Carpet 1 00 None Covering 000 sprinkler: 1.00 Misc: 581 Dead Load- 1500 Live Load. 40.00 Version 4 30 GOTT` IS 14 f E �1} f- C 1 Y f t � Job 64002 �J v 1 {. f F•I� l fc- [ f f Plan 3 consulting group,inc. BEAM GT#1 :GT @ OVER MASTER BED ROOM Loads(Downward+) SELF WEIGHT 40 plf from 0 00ft to 20 25ft ROOF_P 610 PLF=30 50'x(20 00+20 00)/2 from 0 00'to 20 25' 2025 DOWN(D+Lr+UMax.Comb.) 5970/5970 5970/5970 UP(D+Lr+L/Max Comb.) 0/0 0/0 ***TRUSS DESIGN BY OTHER*" BEAM GT#2: GT @ OVER MASTER BED ROOM @ELE.B Loads(Downward+) SELF WEIGHT 40 plf from 0 00ft to 20 25ft ROOF_P 200 PLF=10 00'x(20 00+20 00)/2 from 0 00'to 20 25' i 2025 r � DOWN(D+Lr+UMax.Comb) 2329/2329 2329/2329 UP(D+Lr+UMax.Comb.) 0/0 0/0 *`*TRUSS DESIGN BY OTHER**` Version 4 30 GOUVIS�e I P i I; LC E I i Job 64002 Plan 3 consulting group,inc. BEAM GT#3:GT @ OVER PATIO @OPT. Loads(Downward+) SELF WEIGHT 30 p/f from 0 00 t to 16 50ft ROOF_P 200 PLF=10 00'x(20 00+20 00)/2 from 0 00'to 16 50' i 1650 DOWN(D+Lr+UMax Comb) 1815/1815 1815/1815 UP(D+Lr+L/Max Comb) 0/0 0/0 ***TRUSS DESIGN BY OTHER Version 4 30 G0UVISC 1 i t I , . Job 64002 Plan 3 consulting group,inc. BEAM 1 : FL BM AT STAIR Loads(Downward+) SELF—WEIGHT 10 p/ffrom 0 00R to 11 50ft 775 FLOOR P 454 PLF=16 50'x(15 00+40 00)/2 from 0 00'to 11 50' 1050 WALL_I 90 PLF=9 00'x 10 00 from 0 00'to 11 50' 1150 Reactions(D+Lr+L/Max. Load comb.) Down 1737/1737 4368/4368 263/263 Up 0/0 0/0 0/0 w/2-2X4 at support 2(at 7'-9")I'1 1 Shear Diagragm D+L USE TIMBERSTRAND 1 3/4"x14" 1.55E (Fb=2325, F =310) Critical Shear =-1909 LB @ 6.58' 1 5xV/(F'vx A)=0.377 F',=310,A=24 50 Critical Moment =-3169 LB-FT @ 7 75' M/(F'bx S)=0.29VP F'b=2292, S=57.17 3169 Moment Diagragm D+L Critical Deflection for TL= -0.040 INCH @ 3.58' U280=0 332" Critical Deflection for LL= -0.024 INCH @ 3 58' L/480=0.194" 0.024 Deflection Diagram L BEAM 2: FL BM OVER DINING Loads(Downward+) lP1 SELF—WEIGHT 19 pit from 0 00ft to 20 75ft • FLOOR_P 73 PLF=2 67'x(15 00+40 00)/2 from 0 00'to 20 75' WALL_I 80 PLF=8 00'x 10 00 from 0 00'to 20 75' ZO.75 1 Point from Support 1 of Beam 1 @ 16 5ft,(D=702 L=1035)(PI) �� Point load Location 16.50 Reactions(D+Lr+UMax.Load comb.) Down 2144/2144 3169/3169 Up 0/0 0/0 w/SIMP.HU410 MAX at support 1 (at 0'-0") -3112 Shear Diagragm D+L USE TIMBERSTRAND 3 1/2"x14" 1.55E (Fb=2325, F =310) 13333 Critical Shear =-3112 LB @ 20.42' 1 5xV/(F',x A)=0 307 F' =310,A=49.00 Critical Moment =13333 LB-FT @ 12 42' M/(F'bx S)=0.61 F'b=2292, S= 114.33 Moment Diagragm D+L Critical Deflection for TL= -0.842 INCH @ 10.75' U280=0.889" Critical Deflection for LL= -0.336 INCH @ 11 00' L/480=0.519" -0.a42 Deflection Diagram D+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS k! I ( *C If I F Job 64002 �J 1 C_ l Plan 3 consulting group,inc. BEAM 3: FL BM AT KITCHEN/DINING P1 Loads(Downward+) A1 SELF WEIGHT 28 plf from 0 00ft to 15 00ft 1500 FLOOR P 1018 PLF=37 00'x(15 00+40 00)/2 from 0 00'to 5 00' 500 FLOOR_P 908 PLF=33 00'x(15 00+40 00)/2 from 5 00'to 15 00' Point from Support 1 of Beam 2 @ 5ft,(D=1378 L=765)(PI) 8045 1 Point load Location Reactions(D+Lr+L/Max.Load comb.) Down 8369/8369 7314/7314 Up 0/0 0/0 Shear Diagragm D+L w/3-2X4 at support 1 (at 0'-0110) w/3-2X4 at support 2(at 15'-0")(1) 30795 USE PARALLAM 5 1/4" x 14"2.0E(Fb=2800, F�=285) Critical Shear =8045 LB @ 0.33' 1 5xV/(F' x A)=0 576 F' =285,A=73.50 Moment Diagragm D+L Critical Moment =30795 LB-FT @ 6 58' M/(F'bx S)=0.78 F'b=2752, S= 171.50 Critical Deflection for TL= -0.517 INCH @ 7 33' U280=0 643" Critical Deflection for LL= -0.323 INCH @ 7 42' L/480=0 375" -0.323 Deflection Diagram L BEAM 4:FL BM @ OVER DEN P1 Loads(Downward+) ' SELF WEIGHT 19 plf from 0 00ft to 10 75ft ROOF_P 620 PLF=31 00'x(20 00+20 00)/2 from 0 00'to 10 75' ROOF P 180 PLF=9 00'x(20 00+20 00)/2 from 0 00'to 10 75' ' 10.75 J WALL_E 120 PLF=8 00'x 15 00 from 0 00'to 10 75' 1` HEARLINE W=744 E=861 H=8 00'@ 8 75 L=2 50'A Left(A)(Pl) �8.75 75 :Shear wall post from above Reactions(D+Lr+UMax.Load comb.) Down 4803/4803 4803/5907 Up 0/0 0/-369 '7504 w/2-2X4 at support 1 (at 0'-0")(') Shear Diagragm(1 0+0 105xSds)D+0 75x0 7xnxE+0 75(L+Lr) w/2-2X4 at support 2(at 10'-9")(1l 12908 USE TIMBERSTRAND 3 1/2"x14" 1.55E (Fb=2325, F =310) Critical Shear =-7504 LB @ 10.42' 1 5xV/(F',x A)=0 386 F' = 595,A=4900 Critical Moment =12908 LB-FT @ 5 33' M/(F'bx S)=0.47 Moment Diagragm D+Lr F'b=2865, S= 114 33 Critical Deflection for TL= -0.216 INCH @ 5 33' L/240=0 538" Critical Deflection for LL= -0.086 INCH @ 5 33' U480=0 269" Omega Strength factor 0=2 5 is considered but may not a controlling case -0.216 Deflection Diagram D+Lr (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS(' �E �,. C � C. E i i'; (i Job 64002 Plan 3 cousulthig group,inc. BEAM 5(DROP): DROP BM @ OVER GARAGE Loads(Downward+) SELF_WEIGHT 17 p/f from 0 00ft to 20 50ft 2050 FLOOR 88 PLF=3 20'x(15 00+40 00)12 from 0 00'to 20 50' FLOOR_P 138 PLF=5 00'x(15 00+40 00)/2 from 15 00'to 20 50' WALL—I 80 PLF=8 00'x 10 00 from 0 00'to 20 50' Reactions(D+Lr+UMax. Load comb.) Down 1998/1998 2551/2551 Up 0/0 0/0 z 29 Shear Diagragm D+L USE DFL N01 6 x 12(Fb=1350, F =170) Critical Shear =-2229 LB @ 19.50' 1 5xV/(F' x A)=0 311 10786 F' = 170,A=63.25 Critical Moment =10786 LB-FT @ 10 83' M/(F'bx S)=0.81 F'b= 1326, S= 121.23 Moment Diagragm D+L Critical Deflection for TL= -0 740 INCH @ 10.42' U280=0.879" Critical Deflection for LL= -0 287 INCH @ 10.50' U480=0.513" -0.740 Deflection Diagram D+L BEAM 6(DROP):HDR @ REAR OF KITCHEN P1 Loads(Downward+) SELF WEIGHT 17 plf from 0 00ft to 13 00ft FLOOR P 358 PLF=13 00'x(15 00+40 00)12 from 0 00'to 13 00' ROOF P 620 PLF=31 00'x(20 00+20 00)/2 from 0 00'to 13 00' 625 WALL_E 150 PLF=10 00'x 15 00 from 0 00'to 13 00' HEARLINE W=1089 E=1251 H=8 00'@ 9 L=3 50'B Right(B)(PI) Ij 00 .Shear wall post from above )� 9.00 Reactions(D+Lr+L/Max.Load comb.) szoa Down 2534/2441 9055/9544 2882/3143 Up 0/0 0/0 0/0 w/3-2X4 trim at support 2(at 6'-3")(1) Shear Diagragm(1 0+0 105xSds)D+0 75x0 7xI2xE+0 75(L+Lr) USE DFL N01 6 x 12(Fb= 1350, F =170) Critical Shear =6204 LB @ 6 58' 1 5xV/(F' x A)=0 451 F'„=326,A=63 25 Critical Moment =-4427 LB-FT @ 6 25' M/(F'bx S)=0.33 F'b= 1347, S= 121.23 4427 Moment Diagragm D+L Critical Deflection for TL= -0 021 INCH @ 10,08' L/280=0 289" Critical Deflection for LL= -0.010 INCH @ 10.08' U480=0 169" Omega Strength factor 0=2 5 is considered but may not a controlling case -0.021 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 G 0 U V I S i Job 64002 Plan 3 consulting group,inc. P1 BEAM 7: FL BM @ GARAGE 1 Loads(Downward+) SELF WEIGHT 19 plf from 0 00ft to 20 50ft 2050 FLOOR_P 55 PLF=2 00'x(15 00+40 00)/2 from 0 00'to 20 50' 1200 , ROOF_P 80 PLF=4 00'x(20 00+20 00)/2 from 0 00'to 20 50' r �1 WALL E 135 PLF=9 00'x 15 00 from 0 00'to 20 50' ROOF P 40 PLF=2 00'x(20 00+20 00)/2 from 0 00'to 20 50' HEARLINE W=893 E=1033 H=8 00'@ 12 L=3 00'A Leff(C)(P1) :Shear wall post from above Reactions(D+Lr+L/Max.Load comb.) Down 3311/3712 3311/3977 5699 Up 0/0 0/0 Shear Diagragm(1 0+0 14xSds)D+0 7xf2xE 39460 w/2-2X4 at support 1 (at 0'-0")(1) w/2-2X4 at support 2(at 20'-6")(1) USE PARALLAM 3 1/2" x 14"2.0E (Fb=2800, F�=285) Critical Shear =-5699 LB @ 20.17' 1.5xV/(F' x A)=0.319 F' =547,A=49.00 Moment Diagragm(10+0 14xSds)D+0 7xf)xE Critical Moment =39460 LB-FT @ 12.00' M/(F'bx S)=0 78 F'b=5285, S= 114.33 Critical Deflection for TL= -0.802 INCH @ 10.25' U280=0 879" Critical Deflection for LL= -0.233 INCH @ 10.25' U480=0 513" -0.802 Deflection Diagram D+Lr+L Omega Strength factor f)=2 5 is considered but may not a controlling case BEAM 8(DROP):HDR @ LEFT OF GREAT ROOM Loads(Downward+) lP2 SELF WEIGHT 13 plf from 0 00ft to 6 25ft • FLOOR_P 550 PLF=20 00'x(15 00+40 00)/2 from 0 00'to 6 25' ROOF_P 450 PLF=22 50'x(20 00+20 00)/2 from 0 00'to 6 25' 6.25 WALL_E 150 PLF=10 00'x 15 00 from 0 00'to 6 25' r- ROOF_P 40 PLF=2 00'x(20 00+20 00)/2 from 0 00'to 6 25' 4.75 Point from Support 2 of Beam GT#3 @ 4 75ft,(D=1073 Lr-743)(PI) 475 1 Point from Support 1 of Beam GT#2 @ 4 75ft,(D=1418 Lr-911)(P2) r 7 Point load Location Reactions(D+Lr+UMax.Load comb.) Down 4677/4093 6832/6033 Up 0/0 0/0 -4567 Shear Diagragm D+L w/2-2X4 trim at support 1 (at 0'-0")(1) w/4X4 trim at support 2(at 6'-3")t1 6732 USE TIMBERSTRAND 3 1/2"x 9 1/2" 1.55E (Fb=2325, F =310) Critical Shear =-4567 LB @ 5.92' 1.5xV/(F' x A)=0.665 F' =310,A= 33.25 Critical Moment =6732 LB-FT @ 3 75' M/(F'bx S)=0.66 Moment Diagragm D+L F'b=2330, S=52.65 Critical Deflection for TL= -0.167 INCH @ 3 25' U280=0 268" Critical Deflection for ILL= -0.080 INCH @ 3 25' U480=0 156" -0.167 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 /7�[ Elii ii�= 4' i fI t Job 64002 GO ♦ 1 Plan 3 consulting group,inc. P1 BEAM 9(DROP): HDR @ FRONT OF PATIO @OPT. ' Loads(Downward+) SELF WEIGHT 24 p/f from 0 00/t to 12 25ft 1225 FLOOR P 385 PLF=14 00'x(15 00+40 00)/2 from 0 00'to 12 25' 8 50 ROOF_P 620 PLF=31 00'x(20 00+20 00)/2 from 0 00'to 12 25' f' WALL_E 135 PLF=9 00'x 15 00 from 0 00'to 12 25' 4946 fHEARLINE W=1089 E=1251 H=8 00'@ 8 5 L=3 50'B Right(B)(Pl) :Shear wall post from above Reactions(D+Lr+UMax.Load comb.) Down 6940/6690 6940/7458 Up 0/0 0/0 Shear Diagragm D+L wl 3-2X4 trim at support 1 (at 0'-0")(1) 16018 w/3-2X4 trim at support 2(at 12'-3")(1) USE PARALLAM 5 1/4" x 11 7/8" 2.0E(Fb=2800, R=285) Critical Shear =4946 LB @ 0 33' 1.5xV/(F'vx A)=0.418 F'"=285,A=62.34 Moment Diagragm D+L Critical Moment =16018 LB-FT @ 6 17' M/(F'bx S)=0.57 F'b=2750, S= 123.39 Critical Deflection for TL= -0 392 INCH @ 6 08' U280=0.525" Critical Deflection for LL= -0.193 INCH @ 6.08' U480=0 306" -0.392 Omega Strength factor 0=2 5 is considered but may not a controlling case Deflection Diagram D+Lr+L BEAM 10(DROP): HDR @ RIGHT OF PATIO Loads(Downward+) lP2 SELF-WEIGHT 16 plf from 0 00ft to 6 25ft FLOOR_P 550 PLF=20 00'x(15 00+40 00)/2 from 0 00'to 8 25' ROOF_P 450 PLF=22 50'x(20 00+20 00)/2 from 0 00'to 8 25' L 8.25 WALL_E 150 PLF=10 00'x 15 00 from 0 00'to 8 25' 7 ROOF_P 40 PLF=2 00'x(20 00-20 00)/2 from 0 00'to 8 25' 6.25 Point from Support 1 of Beam GT#2 @ 6 25ft,(D=1418 Lr-911)(PI) m Point from Support 1 of Beam GT#3 @ 6 25ft,(D=1073 Lr-743)(P2) 625 j Point load Location Reactions(D+Lr+UMax.Load comb.) Down 5878/5138 8013/7060 tip 0/0 0/0 -5530 Shear Diagragm D+L w/2-2X4 trim at support 1 (at 0'-0")(1) w/3-2X4 trim at support 2(at 8'-3")(1) 10856 USE TIMBERSTRAND 3 1/2"x11 7/8" 1.55E (Fb=2325, F,,=310) Critical Shear =-5530 LB @ 7.92' 1 5xV/(F',x A)=0.644 F' =310,A=41.56 Critical Moment =10856 LB-FT @ 4 75' M/(F'bx S)=0.71 Moment Diagragm D+L F'b=2233, S=82.26 Critical Deflection for TL= -0.237 INCH @ 4.25' U280=0.354" Critical Deflection for LL= -0 115 INCH @ 4.25' U480=0.206" -0.237 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GO lJ ♦ IS( t �! E t 1 r ! E !; Job 64002 Plan 3 consulting group,inc. BEAM 11 (DROP): DROP @ REAR OF PATIO Loads(Downward+) SELF WEIGHT 11 pit from 0 00ft to 12 25ft 1225 FLOOR_P 289 PLF=10 50'x(15 00+40 00)/2 from 0 00'to 12 25' WALL E 15 PLF=1 00'x 15 00 from 0 00'to 12 25' 1613 Reactions(D+Lr+UMax.Load comb.) Down 1928/1928 1928/1928 Up 0/0 0/0 USE GLB 24F-V4 3 1/8" x 12"(Fb=2400/1850, F =265) Shear Diagragm D+L Critical Shear =1613 LB @ 1.00' 1 5xV/(F' x A)=0.243 F' =265,A=37 50 5904 Critical Moment =5904 LB-FT @ 6 17' M/(F'bx S)=0.43 F'b=2195, S=75 00 Critical Deflection for TL= -0.197 INCH @ 6.08' L/280=0 525" Moment Diagragm D+L Critical Deflection for LL= -0.131 INCH @ 6 08' L/480=0 306" -0.131 Deflection Diagram L BEAM 12(DROP): DROP @ LEFT OF PATIO P1 Loads(Downward+) SELF WEIGHT 9 off from 0 OOR to 7 25ft ROOF_P from 90PLF @ 0 00'to 200 PLF @ 5 50' ROOF_P 380 PLF=19 00'x(20 00+20 00)/2 from 5 50'to 7 25' 7.25 i WALL_E 30 PLF=2 00'x 15 00 from 0 00'to 7 25' r Point from Support 1 of Beam GTM3 @ 5 5ff,(D=1073 Lr-743)(Pl) 550 Point load Location Reactions(D+Lr+UMax.Load comb.) Down 1090/1090 2397/2397 Up 0/0 0/0 .2264 USE DFL NO2 4 x 10(Fb=900, F =180) Shear Diagragm D+Lr Critical Shear =-2264 LB @ 6.92' 1 5xV/(F' x A)=0.466 F' =225,A=32 38 3583 Critical Moment =3583 LB-FT @ 5 50' M/(F'bx S)=0 65 F'b= 1329, S=49 91 Critical Deflection for TL= -0 082 INCH @ 3 92' L/240=0 363" Moment Diagragm D+Lr Critical Deflection for LL= -0 033 INCH @ 3.92' L/480=0 181" -0.082 Deflection Diagram D+Lr Version 4 30 GO IJ ♦ IS( I i et l l 1 U I i Job 64002 Plan 3 consulting group,inc. P1 BEAM 13(DROP): HDR @ FRONT OF GARAGE"C" 1 Loads(Downward+) A 1 SELF—WEIGHT 17 pit from 0 00ft to 16 25ft i- 1625 _� FLOOR_P 88 PLF=3 20'x(15 00+40 00)/2 from 0 00'to 16 25' � 1050 WALL E 135 PLF=9 00'x 15 00 from 0 00'to 16 25' r -I ROOF_P 80 PLF=4 00'x(20 00+20 00)/2 from 0 00'to 16 25' HEARLINE W=744 E=860 H=8 00'@ 10 5 L=2 50'A@C Left(B)(P1) :Shear wall post from above Reactions(D+Lr+L/Max.Load comb.) E77TT Down 2567/2859 2567/3268 -4995 Up 0/0 0/-152 Shear Diagragm(1 0+0 14xSds)D+0 7xnxE USE DFL N01 6 x 12(Fb= 1350, F =170) 25001 Critical Shear =-4995 LB @ 15 92' 1.5xV/(F' x A)=0.363 F' = 326,A=63.25 Critical Moment =25001 LB-FT @ 10 50' M/(F'bx S)=0.99 F'b=2491, S= 121.23 Moment Diagragm(1 0+0 14xSds)D+0 7xf]xE Critical Deflection for TL= -0 445 INCH @ 8.17' U280=0.696" Critical Deflection for ILL= -0.141 INCH @ 8 17' L/480=0 406" Omega Strength factor D=2 5 is considered but may not a controlling case -0.444 Deflection Diagram D+Lr+L BEAM 14(DROP): HDR @ RIGHT OF STAIR Loads(Downward+) lP1 SELF—WEIGHT 9 pit from 0 00ft to 2 50ft FLOOR P 564 PLF=20 50'x(15 00+40 00)/2 from 0 00'to 2 50' WALL_E 135 PLF=9 00'x 15 00 from 0 00'to 2 50' L 2.50 ROOF P 80 PLF=4 00'x(20 00+20 00)/2 from 0 00'to 2 50' r Point from Support 2 of Beam 2 @ 1ft,(D=1793 L=1376)(PI) 100 :Point load Location 2587 Reactions(D+Lr+UMax.Load comb.) Down 2881/2836 2247/2202 Up 0/0 0/0 w/3-2X4 trim at support 1 (at 0'-0")(1) Shear Diagragm D+L USE DFL N01 6 x 6(Fb=1200, F =170) 2462 Critical Shear =2587 LB @ 0 33' 1 5xV/(F' x A)=0.755 F' = 170,A=30.25 Critical Moment =2462 LB-FT @ 1.00' M/(F'bx S)=0.89 F'b= 1200, S=27 73 Moment Diagragm D+L Critical Deflection for TL= -0 019 INCH @ 1 17' U280=0.107" Critical Deflection for LL= -0.009 INCH @ 1.17' U480=0.063" -0.020 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS U I! It It I LT ('' I << i ; Job 64002 Plan 3 consulting group,lnc. BEAM 15: FL BM @ GARAGE"B" Loads(Downward+) SELF_WEIGHT 28 p/f from 0 00ft to 20 50ft _ 2050 FLOOR_P 55 PLF=2 00'x(15 00+40 00)12 from 0 00'to 20 50' ROOF_P 200 PLF=10 00'x(20 00+20 00)/2 from 0 00'to 20 50' 3070 WALL_E 135 PLF=9 00'x 15 00 from 0 00'to 20 50' ROOF_P 40 PLF=2 00'x(20 00+20 00)/2 from 0 00'to 20 50' Reactions(D+Lr+L/Max.Load comb.) Down 4572/4192 4572/4192 Up 0/0 0/0 Shear Diagragm D+L w/3-2X4 at support 1 (at 0'-0")(1) 17756 w/3-2X4 at support 2(at 20'-6")(1) USE PARALLAM 5 1/4" x 14"2.0E (Fb=2800, F =285) Critical Shear =3070 LB @ 1 17' 1.5xV/(F' x A)=0.220 F',=285,A=73 50 Moment Diagragm D+L Critical Moment =17756 LB-FT @ 10 25' M/(F'bx S)=0 45 F'b=2752, S= 171 50 Critical Deflection for TL= -0 738 INCH @ 10.25' U280=0.879" Critical Deflection for LL= -0.245 INCH @ 10.25' 1-1480=0.513" -0.738 Deflection Diagram D+Lr+L (1) selected post do not consider combined axial and out-of-plane bending Version 4 30 GOUVIS ;: i ; c. - f 1 i ,1 Job 64002 � 4 Plan 3 consulting group,inc. BUILDING SECTION & SHEAR WALL LAYOUT ROOF SHEAR WALL LAYOUT 2 1T 1L (1)Load from Diaphragm Only Version 4 30 G O V ♦ l A 7\_`. ! E l l f i t s t Job 64002 Plan 3 consulting group,inc. BUILDING SECTION & SHEAR WALL LAYOUT FLOOR SHEAR WALL LAYOUT 2 i 1T 1L (1)Load from Diaphragm Only Version 4 30 Job GOUVISCt( ' € I1 (-- c [ lfs �, Pan 34002 consulting group,inc. SECTION 1 - DIRECTION L BLDG DIMENSION (FT) BASE HT=0.5 HEIGHT=22 0 B=37.0 L=48 0 SECTION DIMENSION (FT): BASE HT=0.5 HEIGHT=26.5 WIDTH=37.0 DEPTH=48.0 PLATE HT 1-FLR=9 0' 2-FLR=8.0' FLR DEPTH= 14" ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS: Kd=0.85, Kzt= 1.00, G =0.85, GAP,=t0 18, w= 1.00, qh=24.23PSF INTERPOLATION: L/B=> YES, h/L=>YES, 9=>YES WIND HEIGHT(FT): 15 20 25 30 40 50 WALL PRESSURE wP(PSF)* 2427 2522 26 2666 2776 28.66 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Hip Roof W=37'L=24'Windward 1.72 744 139.31 66.63 7499 -246 Hip Roof W=37'L=24'LeeWard 13931 6663 1.72 74.4 7499 -246 Over Hang W=39'L=2' 0 0 0 0 1285 1285 WIND LOAD ROOF= 148 64 =0 6 x 247 73 PLF(MAX) UPLIFT AVE.=5.50 PSF 1-FLR= 132.63 =0.6 x 221.06 PLF MAX TOTAL= 281 27 PLF SEISMIC PARAMETERS: Ss= 1.91 S1=0.83 Fa= 1.00 F,= 1.50 R,=6.50 SITE CLASS-D SDs=2F,,Ss/3=1.271 SDI=2F S1/3=0.831 SDC=E 1,�=1.00 k=1.00 V= SDsxIxW/1.4xR= 0.1397W ROOF. DL ROOF= 20 00 x 1586 00/37.00= 857.30 PLF DL EXT WALL= 15 00 x 74.00 x 4.00/37.00= 12000 PLF DL INT WALL= 10.00 x 74 00 x 4.00/37 00= 80.00 PLF SHEAR= 0 1397 x(857.30+ 120.00+80.00)= 147.70 PLF 1-FLR. DL ROOF= 20.00 x 189 00/37.00= 102.16 PLF DL FLOOR= 15.00 x 1637.00/37 00= 663.65 PLF DL EXT WALL= 120 00+ 15.00 x 74 00 x 4.50/37 00= 255.00 PLF DL INT WALL= 80.00+ 10.00 x 50.00 x 4.50/37.00= 140.81 PLF SHEAR= 0.1397 x(102 16+663.65+255 00+ 140.81)= 162.28 PLF TOTAL SEISMIC LOAD= 147.70+ 162 28= 309 98 PLF REDISTRIB. 1057.3 x 18.2+ 1161.6 x 9.0=29697 PLFxFT SHEAR ROOF= 309 98 x 1057.30 x 18.2/29697= 200.86 PLF (200.86 PLF�1)) SHEAR 1-FLR= 309 98 x 1161.62 x 9.0/29697= 109.13 PLF (210.97 PLF')) ROOF: 200.86 PLF SEISMIC GOVERN 1-FLR: 309.98 PLF SEISMIC GOVERN ROOF DIAPHRAGM: V= 200 86 PLF ALIGN MAX SHEAR=200.86 x 37.00/(2 x 48.00)=77 41 PLF USE 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O C. CHORD FORCE=200.86 x 37.00'/(8 x 48 00)=716 08 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) 1-FLR DIAPHRAGM: V= 210.97 PLF ALIGN MAX SHEAR=210.97 x 37.00/(2 x 48.00)=81.31 PLF USE:23132"CDX RATED UNBLOCKED w/10d COMMON NAILS AT 6". 6". 12"O C. CHORD FORCE=210 97 x 37 00 3/(8 x 48.00)=752.14 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.0 (STANDARD CONSTRUCTION) (1)Load from Diaphragm Only Version 4 30 GOUVIS C-[E �, e II`' '` 1 ! i Job 64002 Plan 3 consulting group,inc. SECTION 1 - DIRECTION T BLDG DIMENSION (FT)' BASE HT=0.5 HEIGHT=22.0 B=37.0 L=48 0 SECTION DIMENSION (FT): BASE HT=0 5 HEIGHT=23.3 WIDTH=48.0 DEPTH=37 0 PLATE HT: 1-FLR=9.0' 2-FLR=8 0' FLR. DEPTH= 14" ASCE 7-10 DIRECTIONAL PROCEDURE WIND PARAMETERS: WIND SPEED = 110MPH WIND EXPOSURE=C COEFFICENTS. Kd=0.85, KZt= 1 00, G =0.85, GAP,=t0.18, w = 1.00, qh=24.23PSF INTERPOLATION: L/B=>YES, h/L=> YES, 9=>YES WIND HEIGHT(FT) 15 20 25 30 40 50 WALL PRESSURE wP(PSF). 25.5 2644 27.22 2788 28.98 2988 ROOF ELEMENT WDIR+ WDIR- OWDIR+ OWDIR- UDIR+ UDIR- Gable W=48'L=18 5'Windward 61.58 10591 74.51 3017 18749 11004 Gable W=48'L=18 5'LeeWard 74.51 3017 61 58 105.91 18749 11004 Over Hang W=49'L=2' 0 0 0 0 1615 1615 WIND LOAD: ROOF= 148.83 =0.6 x 248.04 PLF(MAX) UPLIFT AVE = 13.21 PSF 1-FLR=139.31 =0.6 x 232.18 PLF MAX TOTAL= 288 13 PLF SEISMIC PARAMETERS: %= 1.91 S,=0 83 Fa= 1.00 F,= 1 50 Rx=6.50 SITE CLASS-D SD3=2F,S,/3=1.271 SD1=2F S,/3=0.831 SDC=E 6=1.00 k=1.00 V= SDSxIxW/1.4xR= 01397W ROOF- DL ROOF= 20.00 x 1586.00/48.00= 66083 PLF DL EXT WALL= 15 00 x 96 00 x 4.00/48 00= 120.00 PLF DLINT WALL= 10 00 x 80 00 x 4 00/48 00= 66.67 PLF SHEAR= 0.1397 x(660.83+ 120.00+66.67)= 118.40 PLF 1-FLR: DL ROOF= 20 00 x 189.00/48.00= 78.75 PLF DL FLOOR= 15.00 x 1637.00/48 00= 511 56 PLF DL EXT WALL= 120.00+ 15 00 x 96.00 x 4.50/48.00= 25500 PLF DL INT WALL= 66.67+ 10 00 x 50.00 x 4.50/48 00= 11354 PLF SHEAR= 0.1397 x(78.75+511 56+255.00+ 113 54)= 133.95 PLF TOTAL SEISMIC LOAD= 118.40+ 133.95= 252.35 PLF REDISTRIB..847.5 x 18 2+958.9 x 9 0=24054 PLFxFT SHEAR ROOF= 252.35 x 847 50 x 18.2/24054= 161.82 PLF (161 82 PLF(') SHEAR 1-FLR= 252.35 x 958 85 x 9.0/24054= 90.53 PLF (174 15 PLF�1�) ROOF: 161.82 PLF SEISMIC GOVERN 1-FLR: 288.13 PLF WIND GOVERN ROOF DIAPHRAGM: V= 161.82 PLF ALIGN MAX SHEAR= 161.82 x 48.00/(2 x 37.00)= 104 96 PLF USE: 15132"CDX RATED UNBLOCKED 32116 w/8d COMMON NAILS AT 6". 6". 12"O.C. CHORD FORCE= 161 82 x 48 00 2/(8 x 37.00)= 1259 54 LBS USE: 7- 16d SINKER NAIL MINIMUM EACH SIDE OF SPLICE SPLICE POINT 1-FLR DIAPHRAGM: V= 174.15 PLF ALIGN MAX SHEAR= 174 15 x 27.00/(2 x 37 00)=63.54 PLF USE:23132"CDX RATED UNBLOCKED w/10d COMMON NAILS AT 6", 6". 12"O.C. CHORD FORCE=174.15 x 27.00 2/(8 x 37 00)=428.89 LBS SPLICE W/MIN (5) 16d SINKER NAILS EACH SIDE OF SPLICE AT 8"O.C. (STANDARD CONSTRUCTION) i (1)Load from Diaphragm Only Version 4 30 GO ♦ 11J i F i l Pob 34002 V coirsulling group,inc. 1L ROOF I Wind:2750 37 00ft Seismic:3721 Wind 2750(LB)(Uplift on Roof=5.5psf) Seismic:3932(LB)= 3721 +211 O 800 125 2 50 800 875 400 425 Strap(E) 000, C B A 2875 3 75 11 75 20 03 13 14 2325 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C- Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL 1 2nd Floor ON GRID 1 Exterior Direction. L Location-(0 00,-10.63) (p=1.0) Total Length=28 8 ft Total panel Length=8.0 ft Shear Diaphragm=3932/28.8= 137 plf Use(10 A35)or(7 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W Schedule Design Wall Shears=3932/8.00=491 plf(Flexible)Max. Drag=2325 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=0.795"<_0.020 x 96.00= 1.920" Use TYPE 4 Design Report: Loads: Wall 120 0 plf=15 x 8 0' ROOF P 20 PLF=2 00%2 x 20 00 from 0 00'to 28 75' Overturn Analysis Uplift(T) Down(C) Panel AO b=800 h=8.00 Left Side: T= 3756 LB C= 4155 LB (2)CS14/(2)2x4 Right Side: T= 3756 LB C= 4155 LB (2)CS14/(2)2x4 Use(2)CS14/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOU ISM9��[{ 1ifig Job 64002 �/ 1 E Plan 3 coirsufling group,inc. 1L_1_FL Wind:2454 37 00ft Seismic:2022 from SW 1(W=2750LB, E=3932LB)from 10.50ft to 39 25ft(100%) Wind'5203(LB)=2454+2750 Seismic:6543(LB)= 2022 +379+4142 O 800 1 25250 800 875 4 00 425 O ' 900 1 50 800 4 75 1200 400 200 1200 200 125 T Hold down ; Post/stud required to transfer load from ABV 000, B c B A 4750 865 1425 26 25 32 01 -2927 Drag Force Analysis A- Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C. Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL 1 list Floor ON GRID 1 Exterior Direction. L Location:(0.00,-10.63) (p=1.0) Total Length=47 5 ft Total panel Length= 12.0 ft Shear Diaphragm=6543/47 5= 138 plf Use(16 A35)or(11 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W.Schedule Design Wall Shears=6543/12.00=545 plf(Flexible)Max. Drag=2927 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4= 1.081"<_0 020 x 108.00=2.160" Use TYPE 4 Design Report Loads: Wall 1350plf=15x90' Overturn Analysis Uplift(T) Down(C) Panel AO b= 12.00 h=9.00 Left Side: T= 7163 LB C= 7864 LB HDQ8/(3)2x4(I)w/DBL BLK'G T= 6812 LB C= 7893 LB HDU8/4x6(0)w/DBL BLK'G Right Side T= 7326 LB C= 7864 LB HDQ8/(3)2x4(I)w/DBL BLK'G Use HD08/(3)2x4(1)on both ends or Use Combination of L.and R. w/(6)W"x 12"Anchor Bolt (@ 24"O C max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End 1 (I) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GOT VTSe-rigi[n rtn Job 64002 �J 1 �[ Plan 3 consulting group,hic. 1 L_ROOF Wind:2750 37 00ft Seismic:3721 Wind 2750(LB)(Uplift on Roof=5.5psf) Seismic. 4040(LB)= 3721 +318 � O 800 125 300 800 725 2 00 2 25 2 00 2 25 2 00 2 75 200 725 200 125 Strap(E) 0 00 A c B A 4525 4 25 12 25 21 34 31 9 2946 Drag Force Analysis A- Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice C: Simpson ST6236 (3230LB) ALT(22)#16 sinker per top plate splice Design Analysis WALL 2 2nd Floor ON GRID 2 Exterior Direction: L Location:(37.00,0.00) (p=1.0) Total Length=45.3 ft Total panel Length=8 0 ft Shear Diaphragm=4040/45.3=89 plf Use(10 A35)or(7 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=4040/8.00=505 plf(Flexible)Max Drag=2946 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=0.812"5 0.020 x 96.00= 1 920" Use TYPE 4 Design Report: Loads: Wall 120 0 plf=15 x 8 0' ROOF_P 225 PLF=22 50'12 x 20 00 from 0 00'to 11 00' ROOF P 20 PLF=2 00'12 x 20 00 from 11 00'to 45 25' Overturn Analysis Uplift(T) Down(C) Panel AO b=800 h=800 Left Side: T= 3525 LB C= 4407 LB (2)CS14/(2)2x4 Right Side: T= 3617 LB C= 4266 LB (2)CS14/(2)2x4 Use(2)CS14/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOUVIS OE�gi�eeri i Job 64002 LJ 1 EF[� {,fit �1r ` Plan 3 cousultiug group,inc. 1L_1_FL Wind:2454 37 00ft Seismic:2022 from SW 2(W=2750LB, E=4040LB)from 0.00ft to 45.25ft(1009,o) Wind:5203(LB)=2454+2750 Seismic:6802(LB)= 2022 +422+4358 r800 1 25 3 00 8 00 7 25 2 00 2 25 2 00 2 25 2 00 2 75 2 00 7 25 200 1 25 O 900 125 300 1 800 1 275 200 1500 750 825 Strap(E) T Hold down ; Post/stud required to transfer load from ABV. 000 B A A 4775 4 25 12 25 16 28 32 00 9 50 1766 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B• Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL 2 1st Floor ON GRID 2 Exterior Direction- L Location:(37.00,0.00) (p=1.0) Total Length=47.8 ft Total panel Length= 15.5 ft Shear Diaphragm=6802/47 8= 142 plf Use(17 A35)or(12 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W Schedule Design Wall Shears=6802/15.50=439 plf(Flexible)Max Drag=1766 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4=2 083"<_0.020 x 108.00=2.160" Use TYPE 3 Design Report- Loads: wall 135 0 plf=15 x 9 0' Overturn Analysis Uplift(T) Down(C) Panel AO b=8.00 h=900 Left Side: T= 7651 LB C= 8476 LB HDQ8/(3)2x4(1)w/DBL BLK'G Right Side: T= 7748 LB C= 8476 LB HDQ8/(3)2x4(I)w/DBL BLK'G Use HDQ8/(3)2x4(1)on both ends w/(3)518"x 12"Anchor Bolt (@ 40"O C. max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End Panel OB b=7 50 h=9.00 Left Side. T= 3812 LB C= 4203 LB STHD14/4x4 Right Side: T= 3812 LB C= 4203 LB STHD14/4x4 Use STHD14/4x4 on both ends w/(3)518"x 12"Anchor Bolt (@ 32"O.C. max) (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GOUVISeRir1119 Job 64002 Plan 3 consulting group,inc. ' 1T_R00F I Wind:3423 46 00fI Seismic:3727 Wind:3423(LB)(Uplift on Roof= 13 2psf) Seismic:3966(LB)= 3727 +239 p► '`' OB © N 800 2 50 2 00 2 50 2 00 2 50 200 300 —2 50 200 300 400 30 200 3 00 Strap(E) '� Blocked panel use TYPE 4 1188 0 00 A A 36 00 900 16 50 28 00 Drag Force Analysis A- Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice Design Analysis WALL A 2nd Floor ON GRID A Exterior Direction.T Location-(0.00,-39.50) (p=1.0) Total Length=36 0 ft Total panel Length= 11.5 ft Shear Diaphragm=3966/36.0=110 plf Use(10 A35)or(8 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=604 plf (At blocked opening C&D)Max. Drag=1188 Ibs Max panel deflection- AM=(4.0/1.00)x As x 1.4=0.571"<_0.020 x 96.00= 1 920" Use TYPE 4 Design Report: Loads: Wall 120 0 plf=15 x 8 0' ROOF_P 300 PLF=30 00%2 x 20 00 from 0 00'to 16 50' ROOF P 40 PLF=4 00%2 x 20 00 from 16 50'to 37 00' Overturn Analysis Uplift(T) Down(C) Panel AO b=2.50 h=8.00 Left Side: T= 1589 LB C= 2815 LB CS16/2x4 Right Side: T= 0 LB C= 0 LB NO—UPLIFT Use CS16/2x4 @ L. Blockedl Force at Edge of opening is 590 LB Panel BO b=300 h=8.00 Left Side- T= 0 LB C= 0 LB NO UPLIFT Right Side' T= 1589 LB C= 2815 LB CS16/2x4 Use CS16/2x4 @ R. Panel © b=300 h=8.00 Left Side: T= 1827 LB C= 2096 LB (2)CS16/(2)2x4 Right Side: T= 0 LB C= 0 LB NO—UPLIFT Use(2)CS16/(2)2x4 @ L. Plywood shear wall to be nailed to all studs receiving hoidowns Version 4 30 Job GO IS I I V ! If (,G I }: Plan 34002 V ♦ consulting group,inc. WALL A 2nd Floor ON GRID A Overturn Analysis Uplift(T) Down(C) Blockedl Force at Edge of opening is 604 LB Panel OD b=300 h=8.00 Left Side T= 0 LB C= 0 LB NO UPLIFT Right Side T= 1827 LB C= 2096 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 @ R. I Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GO lJ ♦ IS�'l "�I n i ' '"l k i ( f Job 64002 Plan 3 consulting group,inc. 1T_1_FL I Wind:1463 21 00ft Seismic:952 80%lateral Load from SW A(W=3423LB, E=3966LB) Wind:4201(LB)= 1463+2738 Seismic 4484(LB) = 952 + 167+3364 900 N5O / 4 25 3 75 4 75 0 1600 2 T Hold down '� Blocked panel use TYPE 5 000, B A B A 3650 11 5013 31 1625 19 -1414 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL A 1st Floor ON GRID A Exterior Direction:T Location(0 00,-39 50) (p=1.0) Total Length=36.5 ft Total panel Length= 11 5 ft Shear Diaphragm=4484/36 5= 123 plf Use(12 A35)or(9 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S W Schedule Design Wall Shears=522 plf (At blocked opening A&B)(Adjusted seismic for h/w ratio=682plf)Max. Drag= 1414 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4= 1.831"s 0.020 x 108 00=2.160" Use TYPE 5 Design Report: Loads: wall 1350plf=15x 90' Overturn Analysis Uplift(T) Down(C) Panel AO b=3.50 h=900 Left Side T= 1947 LB C= 2212 LB HTT5/4x4(') (1)w/DBL BLK'G Right Side. T= 0 LB C= 0 LB NO—UPLIFT Use HTT5/4x4(1)@ L. w/(2)518"x 12"Anchor Bolt (@ 24"O.C. max) Blockedl Force at Edge of opening is 1110 LB Use at least two anchor bolts inside opening Panel OB b=3.75 h=9.00 Left Side T= 0 LB C= 0 LB NO—UPLIFT Right Side- T= 1947 LB C= 2212 LB HTT5/4x4(`) (1)w/DBL BLK'G Use HTT5/4x4(1)@ R. w/(2)5/8"x 12"Anchor Bolt (@ 32"O C max) Panel CO b=2 00 h=9.00 Left Side: T= 4332 LB C= 4213 LB HDU8/4x4(I)w/DBL BLK'G Right Side- T= 4332 LB C= 4213 LB HDU8/4x4(I)w/DBL BLK'G Blocked with Header Use HDU8/4x4(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 12"O.C.max) I (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GOT�TTC( I� f t { �' � Job 64002 lJ ♦ 1S S C 4 4[I ' C'i k 'r w Plan 3 consulting group,inc. WALL A 1st Floor ON GRID A Overturn Analysis Uplift(T) Down(C) Panel OD b=2.25 h=9.00 Left Side: T= 4205 LB C= 4135 LB HDU8/4x4(I)w/DBL BLK'G Right Side: T= 4205 LB C= 4135 LB HDU8/4x4(I)w/DBL BLK'G Blocked with Header Use HDU8/4x4(1)on both ends w/(2)5 8"x 12"Anchor Bolt (@ 12"O.C max) (`) User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GO�J ♦ IS G I c 1 { V 'r, I Job 64002 Plan 3 consulting group,inc. 1 T_ROOF Wind:3423 46 00ft Seismic:3727 Wind. 3423(LB)(Upllft on Roof= 13.2psf) Seismic 3963(LB)= 3727 +236 OB - \'' C 800 0 72 00 625 2 00 2 25 2 00 125 2 75 250 250 450 250 250 275 Strap(E) E Blocked panel use TYPE 4 000, A A 3650 2 75 9 00 2875 -1177 Drag Force Analysis A. Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice Design Analysis WALL A@C 2nd Floor ON GRID A Exterior Direction-T Location.(200.00,-39.50) (p=1.0) Total Length=36.5 ft Total panel Length= 11 5 ft Shear Diaphragm=3963/36.5= 109 plf Use(11 A35)or(8 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=545 plf (At blocked opening B&C)Max. Drag= 1177 Ibs Max panel deflection: AM=(4 0/1 00)x As x 1.4=0.605"<_0 020 x 96.00= 1.920" Use TYPE 4 Design Report Loads: Wall 120 0 plf=15 x 8 0' ROOF_P 300 PLF=30 00%2 x 20 00 from 0 00'to 16 50' ROOF P 60 PLF=6 00%2 x 20 00 from 16 50'to 37 00' Overturn Analysis Uplift(T) Down(C) Panel AO b=6.25 h=8.00 Left Side: T= 2258 LB C= 3417 LB (2)CS16/(2)2x4 Right Side: T= 2258 LB C= 3417 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Panel BO b=250 h=8.00 Left Side: T= 1607 LB C= 1907 LB CS16/2x4 Right Side. T= 0 LB C= 0 LB NO—UPLIFT Use CS16/2x4 @ L. Blockedl Force at Edge of opening is 681 LB Panel © b=2.75 h=8.00 Left Side: T= 0 LB C= 0 LB NO UPLIFT Right Side: T= 1607 LB C= 1907 LB CS16/2x4 Use CS16/2x4 @ R. Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 G O lJ ♦ 11J i{ r 4.'k k! r Job 64002 Plan 3 consulting group,inc. 1T_1_FL I Wind:1463 21 00ft Seismic:952 80%lateral Load from SW A@C(W=3423LB, E=3963LB) Wind-4201(LB)= 1463+2738 Seismic:4488(LB)= 952 + 178+3359 A B C ------- ------ D 900 325 500 350 4 50 0 16 00 2 T Hold down Blocked panel use TYPE 5 000, B A B A 3650 11 75 16 25 12 19 1326 Drag Force Analysis A Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL A@C 1st Floor ON GRID A Exterior Direction T Location(200.00,-39.50) (p=1.0) Total Length=36.5 ft Total panel Length= 11 0 ft Shear Diaphragm=4488/36.5=123 plf Use(12 A35)or(9 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=498 plf (At blocked opening A&B)(Adjusted seismic for h/w ratio=714plf)Max. Drag= 1326 Ibs Max panel deflection- AM=(4.0/1 00)x As x 1 4= 1.915"s 0 020 x 108 00=2 160" Use TYPE 5 Design Report Loads: Wall 1350Of=15x90' Overturn Analysis Uplift(T) Down(C) Panel AO b=3.25 h=9 00 Left Side: T= 1848 LB C= 2110 LB HTT5/4x4(-) (1)w/DBL BLK'G Right Side- T= 0 LB C= 0 LB NO—UPLIFT Use HTT5/4x4(1)@ L. w/(2)518"x 12"Anchor Bolt (@ 24"O.C max) Blockedl Force at Edge of opening is 1245 LB Use at least two anchor bolts inside opening Panel OB b=3.50 h=9.00 Left Side- T= 0 LB C= 0 LB NO—UPLIFT Right Side- T= 1848 LB C= 2110 LB HTT5/4x4(') (1)w/DBL BLK'G Use HTT5/4x4(1)@ R. w/(2)518"x 12"Anchor Bolt (@ 24"O.C. max) Panel CO b=2.00 h=9 00 Left Side: T= 4537 LB C= 4404 LB HDU8/4x4(I)w/DBL BLK'G Right Side- T= 4537 LB C= 4404 LB HDU8/4x4(1)w/DBL BLK'G Blocked with Header Use HDU8/4x4(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 12"O.C. max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel P I; ! ' ; I L_ Job 64002 GOUVIStd''P,[► : C ri Plan 3 consulting group,nic. WALL A@C 1st Floor ON GRID A Overturn Analysis Uplift(T) Down(C) Panel lO b=2.25 h=900 Left Side- T= 4404 LB C= 4322 LB HDU8/4x4(I)w/DBL BLK'G Right Side. T= 4404 LB C= 4322 LB HDU8/4x4(I)w/DBL BLK'G Blocked with Header Use HDU8/4x4(1)on both ends w/(2)5/8"x 12"Anchor Bolt (@ 12"O.C max) (') User refered Version 4 30 (1) Hold down Inside of panel (0)Hold down Outside of panel GOUVIS f,1 1-L( :J i' Job 64002 Plan 3 consulting group,inc. ' 1T ROOF I Wind:3423 46 00g Seismic:3727 Wind:3423(LB)(Uplift on Roof= 13 2pso Seismic:3938(LB)= 3727 +211 800 350 5 00 350 425 400 600 050 600 4 00 0 Strap(E) E Blocked panel use TYPE 3 000 A 3675 12 00 32 75 -1220 Drag Force Analysis A- Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B- Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL B 2nd Floor ON GRID B Exterior Direction:T Location:(0.00,-10.63) (p=1.0) Total Length=36 8 ft Total panel Length=11.0 ft Shear Diaphragm=3938/36 8= 107 plf Use(10 A35)or(8 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W. Schedule Design Wall Shears=487 plf (At blocked opening A&B)Max. Drag= 1220 Ibs Max panel deflection: AM=(4.0/1.00)x As x 1.4= 1.025"<_0.020 x 96.00= 1.920" Use TYPE 3 Design Report. Loads: Wall 120 0 ptf=15 x 6 0' ROOF_P 300 PLF=30 00'12 x 20 00 from 0 00'to 16 50' ROOF P 40 PLF=4 00%2 x 20 00 from 16 50'to 37 00' Overturn Analysis Uplift(T) Down(C) Panel A% b=3.50 h=8 00 Ky Left Side T= 1219 LB C= 2841 LB CS16/2x4 Right Side T= 0 LB C= 0 LB NO—UPLIFT Use CS16/2x4 @ L. Blockedl Force at Edge of opening is 1218 LB Panel OB b=3.50 h=800 Left Side T= 0 LB C= 0 LB NO UPLIFT Right Side: T= 1219 LB C= 2841 LB CS16/2x4 Use CS16/2x4 @ R. Panel © b=4.00 h=8 00 Left Side T= 2818 LB C= 3169 LB (2)CS16/(2)2x4 Right Side- T= 2818 LB C= 3169 LB (2)CS16/(2)2x4 Use(2)CS16/(2)2x4 on both ends Plywood shear wall to be nailed to all studs receiving holdowns Version 4 30 GOT VIS`,!, ' � ' I I Job 64002 �J 11J Plan 3 cottsultittg group,inc. ' 1T 1 FL Wind:1881 27 00ft Seismic:1224 from SW B(W=3423LB, E=3938LB)from 0.00ft to 36.75ft(100%) Wind 5304(LB) = 1881 +3423 Seismic:5536(LB)= 1224 + 164+4149 800 350 500 350 425 400 600 050 600 400 N'03OO 900 T 13 25 400 1250 400 Hold down ; Post/stud required to transfer load from ABV 1411 0 00, A f3 ,3675 3 00 1625 2 31 302 75 Drag Force Analysis A: Simpson ST22 (1192LB) ALT(10)#16 sinker per top plate splice B: Simpson ST6224 (2134LB) ALT(16)#16 sinker per top plate splice Design Analysis WALL B 1st Floor ON GRID B Exterior Direction-T Location:(0 00,-10 63) (p=1.0) Total Length=36.8 ft Total panel Length= 11.0 ft Shear Diaphragm=5536/36.8= 151 plf Use(14 A35)or(11 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=5536/11.00=503 plf(Flexible)(Adjusted seismic for h/w ratio=755plf)Max. Drag= 1411 Ibs Max panel deflection- AM=(4.0/1.00)x As x 1.4=2.139"<_0 020 x 108.00=2 160" Use TYPE 5 Design Report Loads: wall 1350P/f=15x90' FLOOR_P 195 PLF=26 00'12 x 15 00 from 0 00'to 16 00' FLOOR P 03 PLF=11 00%2 x 15 00 from 16 00'to 36 75' Overturn Analysis Uplift(T) Dowrl Panel AO b=3.00 h=9 00 Left Side T= 6262 LB C= 8101 LB HDQ8/(3)2x4(I)w/DBL BLK'G Right Side- T= 4998 LB C= 5343 LB HDU8/4x4(1)w/DBL BLK'G Use HDQ8/(3)2x4(1)@ L. and Use HDU8/4x4(1)@ R. w/(2)5 8"x 12"Anchor Bolt (@ 24"O C. max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End Panel BO b=4.00 h=9 00 Left Side T= 4839 LB C= 5042 LB HDU8/4x4(I)w/DBL BLK'G Right Side. T= 4839 LB C= 5042 LB HDU8/4x4(I)w/DBL BLK'G Use HDU8/4x4(1)on both ends w/(2)518"x 12"Anchor Bolt (@ 32"O.C. max) (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel Job 64002 G0UVIS''EfkI� II ' ! �I) Plan 3 consulting group,inc. WALL B 1st Floor ON GRID B Overturn Analysis Uplift(T) Down(C) Panel OC b=4.00 h=9 00 Left Side: T= 8040 LB C= 8318 LB HDQ8/(3)2x4(I)w/DBL BLK'G T= 6880 LB C= 8513 LB HDU8/4x6(0)w/DBL BLK'G Right Side: T= 8040 LB C= 8318 LB HDQ8/(3)2x4(I)w/DBL BLK'G Use HDQ8/(3)2x4(1)on both ends or Use Combination of L.and R. w/(2)5/8"x 12"Anchor Bolt (@ 32"O C max) For Grade Beam,Add(1)#4 Top&Bottom,4'Past Panel Each End (1) Hold down Inside of panel Version 4 30 (0)Hold down Outside of panel GOUVIS('i'i 'Ll-, ' E, 1 I 1 , xl PI n 34002 consulting group,inc. 1T_1_FL Wind:3343 48 OOft Seismic-2176 20%lateral Load from SW (W=3423LB, E=3966LB) Wind,4028(LB)=3343+685 Seismic 3289(LB)= 2176 +272+841 O 900 11 79 392 1000 658 Strap(E) 1960 000 6 A 3229 955 1571 Drag Force Analysis A Simpson ST22 (11921-6) ALT(10)#16 sinker per top plate splice B. Simpson ST6224 (21341-13) ALT(16)#16 sinker per top plate splice Design Analysis WALL C 1st Floor ON GRID C Exterior Direction:T Location(0 00,-39 50) (p=1.0) Total Length=32.3 ft Total panel Length=10 0 ft Shear Diaphragm=4028/32 3= 125 plf Use(10 A35)or(7 LS50)Along Line of Shear Panel or for Framing Clips Spacing See S.W.Schedule Design Wall Shears=4028/10.00=403 plf(Flexible)Max. Drag= 1960 Ibs Max panel deflection. AM=(4.0/1.00)x As x 1 4= 1 305"<_0 020 x 108 00=2.160" Use TYPE 3 Design Report Loads: Wall 135 0 Of=15 x 9 0' Overturn Analysis Uplift(T) Dowri Panel AO b= 10.00 h=9.00 Left Side- T= 3268 LB C= 3827 LB STHD10/4x4 Right Side. T= 3268 LB C= 3827 LB STHD10/4x4 Use STHD10/4x4 on both ends w/(3)518"x 12"Anchor Bolt (@ 48"O.C max) Version 4 30 GOUVIS(' kJ1j k U (-i i [ l L! Job 64002 Plan 3 consulting group,inc. Footing/Pad: F1 FOOTING @ EXT ELEVATION Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' ROOF P 620 PLF=31 00'x(20.00+20.00)/2 FLOOR P 440 PLF= 16 00'x(15 00+40.00)/2 WALL E 285 PLF= 19 00'x 15.00 Total Weight(Wtota, )= 1626 PLF Footing Width(Bt)Required- 9 76" = (Wwtal /SB)= 1626/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) Footing/Pad: P1 @ LEFT OF BEAM#GT1 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1 50' Point from Support 1 of Beam GT#1(5970 LB) WALL E 135 PLF=9.00'x 15.00 Total Wetght(Wtota, )= 416 PLF Total Point Load(PTota, )=5970 LB Footing Width(Bt)Required. 2.50" = (Wtotal /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39 50" Width 15" Capacity of Point Load on Footing(P.p )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAll. )= P.p -(Wtotal x S)/12 =6859 LB No Pad is need! Footing/Pad: P2 @ MIDDLE OF BEAM#1 Soil Beanng(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of Pad 600 LB= 150 x 2.00'x 2 00'x 1.00' Point from Support 2 of Beam 1(4368 LB) Total Point Load(PTotal )=4968 LB Required Pad Area= Ptotal /SB=4968 /2000 =2.48' USE 2'-0"SQ x 12"DEEP PAD(3)#4 @ Botom E.W. Version 4 30 GOUVIS!� ' � r l ` ` ( Job 64002 Plan 3 consulting group,inc. Footing/Pad: P3 @ LEFT OF BM#3 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 1.50' Weight of Pad 1838 LB= 150 x 3 50'x 3 50'x 1 00' Point from Support 1 of Beam 3(8369 LB) WALL_E 135 PLF=9 00'x 15 00 Point from Support 1 of Beam GT#1(5970 LB) Point from Support 3 of Beam 6(2882 LB) Total Weight(Wtota, )= 416 PLF Total Point Load(Protal )= 19058 LB Footing Width(Bf)Required: 2.50" =(Wtotal /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39 50" Width 15" Capacity of Point Load on Footing(Poap )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAIIow )= Pcap (Wtotal x S)/12 =6859 LB Required Pad Area= Ptotal /SB= 19058/2000 =9 53' USE 3'-6"SO x 12"DEEP PAD(5)#4 @ Botom E.W. Footing/Pad: P4 @ RIGHT OF BM#3 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 150' Weight of Pad 600 LB= 150 x 2 00'x 2.00'x 1.00' Point from Support 2 of Beam 3(7314 LB) WALL—1 90 PLF=9.00'x 10.00 Total Weight(Wtota, )= 371 PLF Total Point Load(Protal )=7914 LB Footing Width(Bf)Required- 2 23" = (Wtotal /SB)=371/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAll. )= Pcap -(Wtotal x S)/12 =7007 LB Required Pad Area=Ptotal /SB=7914/2000 =3 96' USE 2'-0"SO x 12"DEEP PAD(3)#4 @ Botom E.W. Footing/Pad: P5 @ LEFT OF BEAM#4 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1 25'x 1.50' Point from Support 1 of Beam 4(4803 LB) WALL_E 135 PLF=9 00'x 15 00 Point from Support 1 of Beam GT#3(1815 LB) Total Weight(Wtotal )= 416 PLF Total Point Load(Prota, )=6618 LB Footing Width(Bf)Required 2.50" =(Wtotal /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39 50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAuow )=Pcap -(Wtotal x S)/12 =6859 LB No Pad is need! Version 4 30 GOIJ ♦ IS'' t Job 64002 Plan 3 consulling group,inc. Footing/Pad: P6 @ MIDDLE OF BM 6 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1 25'x 1.50' Weight of Pad 938 LB= 150 x 2 50'x 2.50'x 1.00' Point from Support 2 of Beam 6(9055 LB) WALL E 135 PLF=9 00'x 15.00 Total Weight(Wtota, )= 416 PLF Total Point Load(PTota, )=9992 LB Footing Width(Bt)Required. 2.50" =(Wtotal /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39 50" Width 15" Capacity of Point Load on Footing(Poap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Pup -(Wtotal x S)/12 =6859 LB Required Pad Area=Ptota, /SB =9992/2000 =5.00' USE 2'-6"SO x 12"DEEP PAD(4)#4 @ Botom E.W. Footing/Pad: P7 @ RIGHT OF BM#8 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 150' Point from Support 2 of Beam 8(6832 LB) WALL E 135 PLF=9 00'x 15.00 Total Weight(Wtotal )= 416 PLF Total Point Load(PTota, )=6832 LB Footing Width(Bf)Required: 2.50" =(Wtotal /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )= Pup -(Wtotal x S)/12 =6859 LB No Pad is need! Footing/Pad: P8 @ LEFT OF BEAM#9 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3 50" Loads: Weight of footing 281 PLF= 150 x 1 25'x 1.50' Weight of Pad 600 LB= 150 x 2 00'x 2.00'x 1.00' Point from Support 1 of Beam 9(6940 LB) WALL E 135 PLF=9.00'x 15.00 Total Weight(Wtota, )= 416 PLF Total Point Load(PTota, )=7540 LB Footing Width(Bt)Required. 2.50" =(Wtotal /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3.50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Poap )_ (SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PA„ow )=Pup -(Wtotal x S)/12 =6859 LB Required Pad Area=Ptota, /SB =7540 /2000 =3 77' USE 2'-0"SO x 12"DEEP PAD(3)#4 @ Botom E.W. Version 4 30 GOUVIS i F l �_ l i l #: Job 64002 Plan 3 consulting group,inc. Footing/Pad: P9 @ RIGHT OF BM#9 Soil Bearing(SB)=2000 PSF post width parallel to footing(Bp)=3.50" Loads: Weight of footing 281 PLF= 150 x 1.25'x 150' Weight of Pad 1838 LB= 150 x 3 50'x 3 50'x 1 00' Point from Support 2 of Beam 9(6940 LB) Point from Support 1 of Beam 3(8590 LB) Point from Support 1 of Beam GT#1 (5970 LB) WALL E 135 PLF=9 00'x 15 00 Total Weight(Wtotal )= 416 PLF Total Point Load(PTota, )=23337 LB Footing Width(Bf)Required 2 50" =(Wtota, /SB)=416/2000 x 12 USE 15"Wide x 12"Deep Continuous Footing#4 Cont.@ T&B(U.N.O.) S=3 50"+2 x 18"=39.50" Width 15" Capacity of Point Load on Footing(Pcap )_(SB x S x Width)/144 =8229 LB Allowable Point Load on Footing(PAl,ow )=Pcap (Wtotal x S)/12 =6859 LB Required Pad Area= Ptota, /SB=23337/2000 = 11.67' USE 3'-6"SQ x 12"DEEP PAD(5)#4 @ Botom E.W. Version 4 30 � � L Af ALTA CALIFORNIA 170 North Maple Street,Sult4f 10t(�I ,� GEOTECHNICAL INC. Corona,CA 92pap C www.altageotechnical.co '- ; f N �'� PARDEE HOMES July 6, 2016 1l �f 2120 Park Place, Suite 120 Project No.:2-0020 El Segundo, California 90245 e� + 1 � Attention: Mr. Robert Skands _ Senior Land Manager Development 4 4� P a8 � ,, u � .. Subject: FOUNDATION PLAN REVIEW Aura,Westridge PA 2D Canyon Hills Development, Phase 8 City of Lake Elsinore, California Y OF LAk References: 3 U I L D I N G 1. Preliminary Geotechnical Investigation and Grading Plan Review, Rough Grading for Canyon Hills Phase 8,VITM #36117 &36118, City of Lake Elsinore, California, dated March 31, 2014, by Alta California Geotechnical, Inc. (Project No. 2-0020). 2. Rough Grading Report, Lots 1 through 79, Planning Area 21),Canyon Hills Project, PRM IT 8,Tract 36118,City of Lake Elsinore, County of Riverside,California,dated April 22, 2016, by Alta California Geotechnical, Inc. (Project Number 2- 20). 3. Updated Seismic Desi n ar A LVl;pg � d' arhyon Hills Development, Ph a A f k rsi , i ated July 6,42Qt1 , by Alta California APPR, GeohnVnj)LU r I 6 Mr. Strands: /Cf' /og //Z/0 Presented herejIt,i�A*rr'�ia t 'ntechn' --tion plan review for the Aura Project, PPanning Area 2D of Phase 8 of the C you Hi ve nt, in the City of Lake Elsinore, California. This lett 'p��q re ' ation plans provided to Alta and 4 `: the recommendations prese&d°i S? d eports. Alta has reviewed the foundation plans (plot date June 28, 2016)for the subject site provided by Gouvis Engineering,with respect to the geotechnical recommendations presented in the referenced report. The foundation plans were found to be in general conformance with the geotechnical recommendations for the project. San Diego Office Corona Office Phone:858.674.6636 Phone:951.509.7090 Project Number 2-0020 Page 2 July 6, 2016 Alta appreciates the opportunity to provide you with geotechnical consulting services. If you have any questions or should you require any additional information, please contact the undersigned at(951)509-7090. Sincerely, Alta California Geotechnical, Inc. SCOTT A. GRAY/RGE 2857 Qk.�4p1T A. Reg. Exp.: 12-31-16 CM Registered Geotechnical Engineer Ev12��2 '° Vice President �OF CA��� Distribution:{1)Addressee SAG:2-0020,July 6,2016(Foundation Plan Review,Aura,Westridse PA-21)) ALTA CALIFORNIA GEOTECHNICAL, INC.