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HomeMy WebLinkAboutLAKESHORE DR #I 16746_FLOOR PLANS I TABLE 2304.9.1(CBC 2010) FOUNDATION NOTES. GOVERNING CODE: FASTENING SCHEDULE(U"O.N.) SPECIAL INSPECTIONS. 01.FOR TYPICAL FOOTING DETAILS,SEE SHEET SO-1. REINFORCING STEEL. STRUCTURAL WOOD. 01,PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE 02,FOR HOEDOWN DETAILS.SHEET SD-1. > 2010 CALIFORNIA BUILDING CODE DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL AN BAR REINFORCEMENT SHALL BE ASTM A615,GRADE BO FOR#5 G ALL WOOD RKED BY A RE SHALL OGNIZEE GOUGING FIR(DF)ORLARCH BELOW NOTED SECTION OF THE 2010 CALIFORNIA BUILDING CODE, 03.VERIFY DEPTH OF FOOTING AND SIZE OF STEEL REINFORCEMENT WITH CIVIL Z BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING, ANDLAPDER AND GRADE 40 FOR 7W AND SMALLER. GRADE MARKED BY RECOGNIZED GRADING AGENCY(WCLIBd Q GENERAL STRUCTURAL NOTES. wwPA) ENGINEER OR SOILS ENGINEER PRIOR TO START OF CONSTRUCTION. 02.WHERE SPECIAL INSPECTION IS REQUIRED,IT SHALL BE 04.CONCRETE FOR FOOTING AND SLABS SHALL HAVE A MIN,28 DAYS COMPRESSIVE d 01.NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE CONNECTION NAILING a,m 02.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY STRENGTH 2500 Del(UONJ 2 PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES, 1,JOISTS TO SILL OR GIRDER,TOENAIL 3-8d SHALL BE LAPPED 12 INCHES MINIMUM. 02,WOOD GRADES: THE OWNER AND APPROVED BY THE GOVERNING JURISDICTION. PATTERSON TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE,REFER BRIDGING TOOPIES OF THE INSPECTION REPORTS SHALL BE SUBMITTED TO THE JOIST,TOENAIL EACH END 2-8d AlA)FOR HORIZONTAL MEMBERS: 05.C 2ONTINUOUS CONCRETE FOOTINGS SHALL BE IN ACCORDANCE WITH THE U NO ESORIDRAWI DRAWINGS. INFORMATION NOT COVERED WITHIN THESE 3.1'x6"SUBFLOOROfl LESS TOEACHJOIST FACE NAIL 2Bd 03.MINIMUM LAP SPLICES 0F REINFORCING BARS SHALL BEAS JOIST S&RAFTERS: GRADE7l2 FOOTINGSCHEDULE. N ENGINEERING I NOTED OR DRAWINGS. 4.WIDER THAN I-x6"9USFLOOR TO EACH J019T,FACE NAIL 3-Bd FOLLOWS: BEAMS: GRADE#1 BUILDING DEPARTMENT AND ENGINEER FOR REVIEW. O8.PROVIDE POST BASES AT POST WHERE SHOWN PER PLAN. A)CONCRETE:CLASS B AS DEFINED IN ACI 318 CURRENT LEDGERS AND NAILERS: GRADE#2 03,A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK 07.ANCHOR INTERIOR NON-SHEAR/NON-BEARING WALLS WITH HILTI"X-CP 72" 02.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS, 51 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-16d EDITION)UNLESS OTHERWISE NOTED ON PLANS. ( HEADERS: GRADE#1 REQUIRING SPECIAL INSPECTION,MUST BE COMPLETED AND ANCHOR W/WASHER 0.1450.2 7/B"LONG PER ICGESR2379 4 55 CASS ST.,SUITE 404 6.SOLE PLATE T JOIST OR BLOCKING, PICAL FACE NAIL 1 SAN DIEGO,CA 92109 AND SITE CONDITIONS BEFORE STARTING WORK,AND THE ENGINEER SOLE PLATE TO JOIST OR BLOCKING,AT BRACED WALL PANELS 3-t6d PER I(P TOP PLATES: MATCH VERTICAL MEMBERS SUBMITTED TO THE INSPECTION SERVICES DIVISION. 09,SEE"SILL BOLTING REQUIREMENTS"FOR ANCHOR BOLT INFORMATION, O WwW.pattereoneng.c0m I ARCHITECT SHALL BE IMMEDIATELY NOTIFIED.IN WRITING,OF ANY 7.TOP PLATE TO STUD,END NAIL 2-16d 04.REINFORCING DETAILING,BENDING,AND PLACING SHALL BE IN DECKING: GRADE#2 OB,LAP SPLICE CONTINUOUS REINFORCING STEEL PER DETAIL 111SD7, w DISCREPANCIES. B.STUD TO SOLE PLATE 4-8d,TOE NAIL OR ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE 04.THESE ITEMS ARE IN ADDITION TO THE BUILDING DEPARTMENT TERMINATE REBARS AT FOOTING CORNERS PER 10/SD1, ILL PHONE:858-605-0937 2-16d END NAIL "MANUAL OF STANDARD PRACTICE",LATEST EDITION. B)FOR VERTICAL MEMBERS: REQUIREMENTS, 10.ALL HOEDOWNS COLUMNS BASES,ANCHORS BOLTS,POST ANCHORS,ETC. Z FAX:858-605-1414 03,IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, 9.DOUBLE STUDS, E NAIL 160 AT 24"O.G. 2 x 4 STUDS, W-V LONG:STANDARD GRADE TO BE TIED IN PLACE AND VERIFIED BY ROUGH FRAMING CONTRACTOR PRIOR TO O SECTIONS,OR DETAILS ON THE STRUCTURAL DRAWINGS, 10.DOUBLED TOP PLATES,TYPICAL FACE NAIL 2.16d AT 16" 05.REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING 2 x 4 STUDS, W-l"TO 14'Q":GFIADE#1 0&ITEMS REQUIRING SPECIAL INSPECTION: CALLING FOR FOUNDATION INSPECTION. VO DOUBLE TOP PLATES,LAP SPLICE 8-16d 2X8 S.LARGER STUDS: GR ir2 11,THE INSPECTOR WILL RECHECK FOR EXPANSIVE SOILS AND/OR GRADING � QpOF E910W4 COVER OR CAST-IN-PLACE CONCRETE: INSPECTION CODE SECTION 04,ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS 11.BLOCKIN BETWEEN JOTS OR RAFTERS TO TOP PLAT, 38tl q)CONCRETE DEPOSITED AGAINST EARTH: 3'• POSTS: GRADE#I REQUIREMENTS AT THE FIRST INSPECTION. 2 o < ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE 12,RIM JOIST TO TOP PLATE.TOENAIL 8d ATWO,C, B)CONCRETE SURFACE(FORMED)EXPOSED TO EARTH OR A.SHEAR WALL HOEDOWNS 1707.3 W S. pry BROUGHT TO THE ATTENTION OF,AND RESOLVED WITH,THE 13.TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL WEATHER: 03.PLYWOOD SHALL BE APA RATED SHEATHING AND SHALL B,SHEAR WALL NAILING TYPE 2,3,4,5 1707.3 IL w ° ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED, 14.CONTINUOUS HEADER,TWO PIECES led @ 16'ALONG EACH EDGE #6 THROUGH#18 BARS: 2" CONFORM TO COMMERCIAL PRODUCTS STANDARD P81.83 WHERE C.DRAG STRUTS 170T3 REQUIRED.NAIL WITH COMMON NAILS OR A3 APPROVED IN WHITING B.sell ii6i=r z SE 5629 16.CEILING JOISTS TO PLATE,TOENAIL 3Btl #5 BAR AND SMALLER: 1-12" y 05.WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE 16.CONTINUOUS HEADER TO STUD,TOENAIL 4.Bd BY ENGINEER, DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.ANY 17.CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 3.16d 06.ALL REINFORCING STEEL,ANCHOR BOLTS,DOWELS,AND INSERTS F.MASONRY CONSTRUCTION 1704.5 _ QUESTIONS OF SUCH DETAILS SHOULD BE CONSULTED WITH THE 18.CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3m1Sd SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS 04.CUTTING,NOTCHING,OR DRILLING OF STUDS SHALL BE reA9TsrAUCT71Pp�+P PROJECT NOTES. ENGINEER OR ARCHITECT OF RECORD. 19.RAFTER TO PLATE,TOENAIL 3-Btl BEFORE PLACING CONCRETE OR GROUT. PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER H,STEEL CONSTRUCTION 1704.3 01,SEE CEILING AND ROOF FRAMING PLANS FOR FURTHER NOTES 8°%,CALIF 20.1"DIAGONAL BRA ACH STUD AND PLATE,FACE A 2-Od AND/OR PER CBC SECTION 2308.9.10 OR 2308.9,11. 1. SEISMIC RESISTANCE-SUSPENDED CEILING 1705.3.4 W 06.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY 21,V F 8"SHEATHING OR LESS TO EACH BEARING,FACE NAIL 34d 02.POSTS: USE 4 x 6 POSTS(UON.) SERVICES IN THE AREA TO BE EXCAVATED,BEFORE BEGINNING 22.WIDER THAN 1"x 8"SHEATHING TO EACH BEARING,FACE NAIL 3 Bd REINFORCED CONCRETE. 05.CUTTING,NOTCHING,OR DRILLING OF BEAMS OR JOISTS SHALL 06.THE SPECIAL INSPECTOR MUST BE APPROVED BY THE LOCAL USE 6 x 6 POSTS FOR PLATE HEIGHTS ABOVE 14'-0" EXCAVATION. BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. JURISDICTION. 03,KING POSTS: MIN 4.4(U.O,N) F 23.BUILTLP CORNEfl STUDS 16d AT 24'O.C. 01. ALL PHASES OF WORK PERTAINING TO THE CONCRETE 04.WALL STUDS: USE 2 x 4 @ 16"OC UP TO 10*4' 7 07.NO PIPES,DUCTS.SLEEVES.CHASES,ETC.SHALL BE PLACED IN 24.BUILTLJP GIRDER AND BEAMS 20d AT 32"O.C.FACE NAIL AT TOP AND CONSTRUCTION SHALL CONFORM TO THE"BUILDING CODE 06.ALL NAILING SHALL CONFORM TO NAILING SCHEDULE,EXCEPT AS 07.THE TESTING LABORATORY MUST BE APPROVED BY THE LOCAL USE 2 x 60 WOO UP TO 16'.01'. 0 BOTTOM STAGGERED ON OPPOSITE SIDES REQUIREMENTS FOR REINFORCED CONCRETE-(ACI 3I8 LATEST JURISDICTION, USE2xe@18'OC UP T021'1 SLABS,BEAMS,OR WALLS,NOR SHALL ANY STRUCTURAL MEMBER BE 2.20d FACE NAIL AT ENDS AND AT EACH SPLICE NOTED ON PLANS AND DETAILS. CUT FOR PIPES,DUCTS,ETC,WITHOUT EXPRESSED WRITTEN APPROVED EDITION)WITH MODIFICATIONS AS NOTED IN THE 05,HEADERS:ARE TO BE IN ACCORDANCE TO THE TYPICAL HEADER DETAIL. 25,2"PLANKS 218d AT EACH BEARING OBA PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED DRAWINGS AND SPECIFICATIONS. 08,CEILING JOISTS:SEE FLOOR OR ROOF FRAMING PLANS.(U,O,N.) O PERMISSION FROM THE ENGINEER OF RECORD, W.CH IS CONTACT PLATES HEARRESTING ON RESTING ON F MASONRY, 07,ROOF JOISTS: SEE ROOF FRAMING PLANS W 26.COLLAR TIE TO RAFTER.FACE NAIL &10d WHICH IS IN CONTACT WITH EARTH OR RESTING ON FOUNDATIONS. OBSEVATIONS MUSTSBE COMPLETED BY THEPROPERTY 07,OB,FLOOR SHEATHING: A,SEE FRAMING PLANS U 27.JACK RAFTER TO HIP 3-10d TOE NAIL OR G2, CEMENT SHALL CONFORM TO ASTM C150,TYPE II,W/O RATIO- 08.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE 2-16d FACE NAIL SHALL BE PRESSURE TREATED DOUOLA3 FIR, OWNER,PROPEGIN OWNER'S AGENT OF SUBMIT,ARCHITECT OF REQUIREMENTS OF THE 2010 CBC. 0.45.AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL B, NAILING 1Utl COMMON OC.@ 6"BN,WEN.EM FN 28.ROOF RAFTER TO RIDGE BEAM TOE OR FACE NAIL 2-16d CONFORM TO ASTMC33. RECORD,OR ENGINEER OF RECORD AND SUBMITTED TO THE ae.ALL HEADS AND NUTS BEARING ES INWOOD WOODSHALL SHALL BE 09,THE WITHIN HE URALSLOP EOF THE ER PERMIT IS BE NOTIFIED OF ANY PROBLEMS O 29.JOIST TO BAND JOIST FACE NAIL 376a INSPECTION SERVICES DIVISION. O 09.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE STANDARD CUT WASHERS.ALL BOLT HOLES IN WOOD SHALL BE WITHIN THE SCOPE OF THE PERMIT ISSUED. 30,LEDGER STRIP FACE NAIL 3-18d 03,READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN Irkn RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF DRILLED 1/32"DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS. 09.THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE a �]O 31.W000 STRUCTURAL PANELS AND PARTICLEBOARD: ACCORDANCE WITH ASTM C94. W r_, Q�O CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL REQUIRED BY SEC.108 OF THE BUILDING CODE,AS AMENDED,SPECIAL W SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING): K PERSONS AND PROPERTY.THIS REQUIREMENT SHALL APPLY I/T AND LESS 6dCJ 09.BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A LOCAL O CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, 19/J2'3/4" add OR edE 04.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. JURISDICTION INSPECTOR, W U^ THE CONTRACTOR SHALL DEFEND,INDEMNIFY,AND HOLD THE 7R'7" ed° 28 DAYS AS FOLLOWS: IL tl FOOTINGS: 2500 PSI 10,ALL FRAMING ANCHORS,POST CAPS,BASES,HANGERS,STRAPS, F ENGINEER FREE ANDRS HLLDEFE OF ALL DEMNI Y,AND HOLD9HND/OR 11R"-11/4" tOtl OR BdE DESIGN LOADS. GRADE BEAMS: 2500 PSI ETC.,SHALL BE AS MANUFACTURED BY'SIMPSON COMPANY'OR 0 O ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE 91NO3/q FLOOR SOMBINATION SUBFLOOR-UNOERLAYMENT TO FRAMING): title SLAB ON GRADE: 2500 PSI ENGINEER APPROVED EQUAL. LIVE LOADS 2 x N PERFORMANCE OF WORK ON THIS PROJECT,EXCEPT FOR LIABILITY 8 CIO ARISING FROM THE NEGLIGENCE OF THE ENGINEER OF RECORD. 7/a'-1" d 8de ROOF LIVE LOAD 20 PSF Q W Q� 11/B"-11/4" 10tl OR8de 05.ADMIXTURES MAYBE USED WITH PRIOR APPROVAL OF THE 11.PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS, TYPE OF DESCRIPTION AND LOCATION DESIGN SPECIAL INSPECTOR APPROVED 10,VERIFICATION OF A CALIFORNIA REGISTERED CIVIL ENGINEER IS ): ENGINEER. INSPECTION STRENGTH NAME&NUMBER (INITIAL& 32,PANEL SIDING(TO FRAMING (PERMITEE TO DATE) DEAD LOADS 1rz"OR LESS edf 12.WHERE POST OCCURS ON 2ntl FLOOR,ADD THE SAME POST ON ROOF DEAD LOAD 17 PSF NEEDED AND RETAINED TO DESIGN ALL TEMPORARY BRACING, 5A„ 8tlf 08,ADMIXTURES THE WORKABILITY C494 AND BE OF ATVPE PROVIDE ° SHORING,AND SUPPORT REQUIREMENTS DURING CONSTRUCTION. FIRST FLOOR ANDBETWEEN FLOOR SHEATHING AND let FLOOR TOP A Z THAT INCREASES THE WORKABILITY OF THE CONCRETE,BUT SHALL P EXTERIOR WALL DEAD LOAD 100 PSF �(�O 33.FIBERBOARD SHEATHING: h NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT PLATE D. THE RING CAPACITY. PTH AN Q 11.THE CONTRACTOR/OWNEfl/DESIGNER MUST SUBMIT MATERIAL 12" N0.11 GAGE ROOFING NAIL P 0 w ALTERNATIVES TO THE ENGINEER OF RECORD PRIOR TO USE AND 6tl. CONTENT(CALCIUM CHLORIDE SHALL NOT BE USED). 13.TOP PLATES OF ALL WOOD STUD WALLS TO BE 2.2x MINIMUM SOILS REACHED PROPER MATERIAL. WIND LOADS 1� 1AS51FICA A LED z NO.78 GAGE STAPLE' p BASIC WIND SPEED 85 MPH POSSIBLE PURCHASE TO AVOID UNECESSARY COST TO CONTRACTOR h (SAME WIDTHASSTUDS),LAP N (MINIMUM),WITH NOT LESS THAN MATERIALS. SOILEXPLORATION /OWNER/DESIGNER.SUCH ENGINEERING REVIEW IS CONSIDERED 25132" N0.11 GAGE ROOFING NAIL 07.NO CONDUITPLACEOIN ACONCRETE SLAB SHALL HAVE AN fi-180 NAILS AT EACH TAP AND NOT MORE THAN I7'BETWEEN NAILS. O RM I PER SOILS WI NO IMPORTANCE FACTOR,IVY 1,0 W �QI C COMPANY,INC. Id, OUTSIDE DIAMETER GREATER THAN 1/3 THE THICKNESS OF THE SLAB. THICKNESSES DURING PLACEMENT ANO COMPACTION OF REPORT WIND EXPOSUREPRESSURE B SEPARATE ENGINEERING FEES UNDER ON-SITE ENGINEERING COSTS. NO.18 GAGE STAPLE CONTROLLED FILL. (951HBBB-720o 14.MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT INTERNAL PRESSURE COEFFICIENT t0,18 34,INTERIOR PANELING: O8.NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT IS LESS THAN EXCEED 19 PERCENT, COMPONENT AND CLADDING: 12.PLANS MUST BE APPROVED BY BUILDING DEPARTMENT PRIOR TO OL IL V Z CONSTRUCTION. 4dk 31/2"THICK.EXCEPT'FOR LOCAL OFFSETS.MINIMUM CLEAR P AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY, ROOF +10,0 PSF OR 282 PSF W 3IB" 6tl DISTANCE BETWEEN CONDUITS SHALL BE THREE DIAMETERS ON A.SHEAR WALL WALL «10.0 PSF OR-19.5 PSF Z CENTER, PREFABRICATED WOOD H oLoowrvs, SEISMIC V) F«81: tmM.E6,emm 1. JOISTSNAILING BOLTING ANCHORING AND OTHER Ot.THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED M NUFACUREDPREFABRICATED WOOD CASCADE AN MET THERE U B.STRUCTURAL FASTENING OF COMPONENTS WITHIN THE DRAG SHEAR AILS SEISMIC IMPORTANCE FACTOR a. WITH BY THE CONTRACTOR. auea common nelle•FaPl wS«eomawlea.uua. B.PROJECTING CORNERS OF SLABS,BEAMS,WALL3,COLUMNS,ETC., MANUFACTUREDBY 0013ECA3CADE AND MEET THE REQUIREMENTS SHEAR WALLS, 4E III•p•c•4 M 1incxnncnrere+MSn,t2InFMem;nWL-IesunPcrm evicepla;nn,es el auppme-I,EDLE ere WOOD FASTENER SOLING OF NEATHING WHERE SEISMIC OCCUPANCY CATEGORY II �tl N.S..e«. For nXm wro4 amcYnl D•n•I an4 Reruavonra olnnr+Dm.aca snvar weoF,relaymsncvn zws. SMALL BE FORMED WITH A3/4"CHAMFER. OF ICC ES ESR-1336. AHRA F 02.SOILS INFORMATION: N•I•+«wellNnmi 90l FASTENER SPACING OF BREATHING IB4INCHES rnwvRRlneewwcanmm,box«neln4. .DRAG STRUTS o.c.OR LESS, DIAPHRAGM SITE CLASS D Q PREPARED BY:SOIL EXPLORATION COMPANY,INC. c.common vrael«me4•n.na 10.GROOVES, TOPS.ORNAMENTS. NTS.OR GROUNDS RE UIR DTOB, 2.WITH AND LOADA AND DEFLECTION SHALL BE DESIGNED OVID IN ALLUDING E SPECTRAL RESPONSE COEFFICIENT SDS=1,297 AND SDI=0.726 (L DATED:11/23/10 4.commm. GROOVES,CLIPS,ORNAMENTS,OR GROUNDS REQUIRED TO BE CAST WITH THE LOAD ANDDEFLECTION CRITERIA PROVIDED INCLUDING PROJECT NO:1087-01 e.Dn«me4.IMnx, INTO CONCRETE. ANY SPECIAL LOADS SUCH AS MECHANICAL EQUIPMENT LOADS,WIND H SEISMIC DESIGN CATEGORY D LL STEEL WELDING BASIC SEISMIC FORCE RESISTING SYSTEM WOOD SHEAR WALLS ACTIVE PRESS RE S FIE: 1800PSF I.coRaMNrePIFlenlaan9«nel,gn.u, AND SEISMIC LOADS.DESIGN SHALL TERCONSTRU BRIDGING.TION.BRACING.OR P EXX7o ° ARCHITECT ACTIVE PRESSURE: 35 PSF D,Fea,en.,Fevnves;nd,.e«,ra,wai•xa,iar vaveseneeil,ay.on nnur.l;nu,mea.,v F.Pv«n. 11.CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE SHORING REQUIRED DURING AND AFTER CONSTRUCTION. CONSTRUCTION SHEAR WALLS } LATERAL BEARING PRESSURE: 100 PBF/F rtco,roaemroa•um mvn,N TIN wlm Tnaa«n.aemvur ne.4 ua l+re-Ines wgml«trearcN au•mmB.m+M4n a+ FABRICATION AND INSTALLATION. CALCULATIONS AND DRAWINGS SIGNED BY A CALIFORNIA INSTALATKIN OFSUSPENDED CEILING SYSTEMS AND THEIR PER ICC DESIGN BASE SHEAR Ca X DEAD WEIGHT(W) I- I•,xl-SVDz.mcnwemm9. REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED TO AND SEISMIC P ANCHORAGE.INSTALLATION SHALLBEIN ACCORDANCE WITH REPORT SEISMIC RESPONSE COEFFICIENT,Cs 0.13ASD PABLO NOTE: WHEN NO SOILS REPORT I3 COMPLETED,FOOTINGS ARE ''y°.jzn`�;",,;,Nm.uvin wlm Rominal Tneanm«own era l+reaneh len4m l«+reHnen auewnaw++n-Hm le,pm+« RESISTANCE ( ) W ,p.PenH RppmFe,+6lmnn tzO Haw.u•veR9mevmm Ne lore arecllmaln•vanel,unHw olhercnee REVIEWED BY THE ENGINEER AND BUILDING DEPARTMENT BEFORE APPRGVED ICC REPORT. RESPONSE MODIFICATION FACTOR,R 6.5 a PAREDES DESIGNED ON A ASSUMED ALLOWABLE SOIL PRESSURE,IT IS mer�evl. FABRICATION, O STRONGLY RECCOMENDED THAT SOILS TESTING BY A LICENSED lcnma Pr nmenmu•ewcv4alrchee onvenel.4s..,+z ma»..,InurmetlleueDppon.. CONTINUOUS (C) ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE d CAPACITY AND STABILITY. GEOTECFINICAL ENGINEER BE PERFORMED TO VERIFY SOIL BEARING ILP-evPPon•el24 men••c•Nn9«vm.h nelH.v.c.eEWa•.nvnH ea9•a,+zlncre.•Nnum,e4uu ev«,one. 3."1"JOISTS CAN BE FROM ANY OF THE FOLLOWING PERIODIC IN I MANUFACTURES: ) .F«,colFroemme.vvl�,wn.,mn•N•rem.minmo-mr.ao-lrealww•oa.o-o-ew.Ivenl.. TEL.858 736-5370 NII m.supM•wnheYvemmlmvm cmwR wlem of Tna RCN. CONNECTION HARDWARE. BOISE CASCADE ICC ES ESR-1336 FAX(858-729-02017S FLOOR WALL 1ST FLOG 03,ALL SITE SOIL WORK SHALL BE DONE UNDER THE DIRECT nF«roa•hn,nmy,Pq;nuon.,Inun.r..v.noalmho.oncenrer el eapes,s;nme.n;mmm......Fvvvcrle. 1,UNLESS NOTED OTHERWISE,ALL HANGERS,STRAPS,HOEDOWNS, OR ANY EQUIVALENT WITH WRITTEN APPROVAL FROM THE PROJECT o.F••unre•wceaRmrne.ennRur•,e4so•,elrcnee el lnu,meaew evPDon•ro,Fuono«ena wMl ehnlmn4amsMeNn SHEAR TRANSFER SCHEDULE 2ND FLOOR WALL = 6605 LA JOLLA BLVD, OBSERVATION OF THE SOILS ENGINEER. m ENGINEER OF RECORD, PERPEDICULAR TO JOISTS PARALLELTOJOISTS - r.lmseeamch•••,Inu,m•aelewvvcn•I«,PPlawmine, AND MISCELLANEOUS STRUCTURAL CONNECTION SHALL BE SHEAR TRANSFER SHEAR TRANSFER O LA JOLLA,CA 92037 v�FeM.nnevena4lmre.Pn cent«n•4See,elnch...Unumwal.0 evvvP,u. SIMPSON STRONG TIE OR AN ENGINEER APPROVED EQUAL, SHEAR MATERIAL X G4.SOILSCOMPAERSNSITESOILWORK OMPLIOTWITHALLOF SIMPSON STRONG-TIE CONNECTORS ARE SPECIFICALLY 4,VERSA-LAM"LVL'JOISTS CAN BE FROM THE FOLLOWING SHEAR PANEL SCHEDULE. WALL USED BOTTOM PLATE TOP PLATE TOP PLATE LU pablo@paredes.com THAT ANY COMPACTION SITE SOIL WORK COMPLIES WITH ALL OF THE MANUFACTURES: RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT. REQUIRED TO MEET THE STRUCTURAL CALCULATIONS OF PLAN, BOISE CASCADE [CC ES ESR-1040 ANCHOR 3/8"PLYWOOD tetl-6"OC W BEFORE SUBSTITUTING ANOTHER BRAND,CONFIRM LOAD SHEAR PANEL(1)(8) 1 LTP4 BLE -12"OC A-35.12"O.C. EVISIONS OR ANY EQUIVALENT WITH WRITTEN APPROVAL FROM THE PROJECT SPACING $HEARA(pill 2X SILL 0S THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT 8 CAPACITY BASED UPON RELIABLE PUBLISHED TESTING DATA TE ENGINEER OF RECORD. MARK MATERIAL NAILING O/C(5) C/C(2)(4) TRUE TO LINE, FOUNDATION SCHEDULE.(SEE SD-11 FOR DETAILS) CALCULATIONS,THE ENGINEER OF RECORD SHOULD EVALUATE O 3/8"PLYWOOD tOd-4"OC LTP4-12"OC A-35-12"OC, C PLAN CHECK 9121111 AND GIVE WRITTEN APPROVAL FOR SUBSTITUTION PRIOR TO USE 2.0E-2800 DF GRADE LVL JOISTS,U.N.O.WHERE SOLID TIMBER IS ed @ 6"EN,12"EN,2x STUDS @ 1T O.0 BLOCKED Q RNERR 06.FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE TYPE DIMENSIONS RE-BAR INSTALLATION, BEING USED AT EXTERIOR OF FLOOR SYSTEM,MINIMUM WIDTH OF 1 3/8"PLYWOOD 048" 220 3X SILL W 1 T12/2111 MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND MEMBER TO BE 1-1/4"LVL. - - 15/32"PLYWOOD 20tl-2"OC 3 LTP4.12"00 A-35.12'O.C. U SLAB 4"THICK #3@18"O.C.(EW) 2,ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO O 8d @ 4"EN,12"FN,INTERMEDIATE 2x STUDS,@ EDGE 12/21/it APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF 3/B"PLYWOOD S THE INSTRUCTIONS OF THE MOST RECENT EDITION OF"WOOD 5.VERSA-LAM."LVL"BEAMS CAN BE FROM THE FOLLOWING 2 NAILING TO ABUTTING PANELS 2x STUDS REQUIRED, @ 32" 320 3X SILL tY ANY CONCRETE. C-D.CC O2/26/i t F1.0 IT x CONTINUOUS x 18" 1#5 CONSTRUCTION CONNECTORS"PUBLISHED ANNUALLY BV MANUFACTURES: FRAMING 16"O,C.BLOCKED 15/32"PLYWOOD 3/8 0 X 6"LAG WALLS 4 LTP4�8"OC A�35�8"O.C.O,C. 07.THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL 1#5 BOTTOM SIMPSON STRONG-TIE,INC.INCORRECT FASTENER QUANTITY, BOISE CASCADE IOC ES ESR-1040 10d @ 3"EN,12"FN,INTERMEDIATE 2x STUDS, EDGE SCREW@ 5'OC NCORRECTIONS 2/20112 F20 2'0"x 2'.0"x 18" (4)#5(EW) 15/32"PLYWOOD(3) @ FILL TO THE ENGINEER BEFORE REQUESTING FOUNDATION SIZE,TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION OR ANY EQUIVALENT WITH WRITTEN APPROVAL FROM THE PROJECT 3 C-D,C-C NAILING TO ABUTTING PANELS 3x STUDS REQUIRED, @ 32" 800 3%SILL.3X RIM LL TO FAIL,led FASTENERS ARE COMMON NAILS ENGINEER OF RECORD, FRAMING 16"O.C.BLOCKED ] 15/32"PLYWOOD OR ILK 3/8"g O R V REVISION DATE INSPECTION.ALL LOOSE SOIL AND FILL DIRT,INCLUDING BACKFILL F2.5 2'-6"x 2'-6"x18" (5)#5(EW) (8GA x 31/2")AND X 6"LAG @ 4"OC LTP48"OC A-35.8"O,C. BEHIND RETAINING WALLS,SHALL BE COMPACTED TO AT LEAST 9D% CANNOT BE REPLACED WITH led SINKERS(9GA x 31/4")FOR FULL USE 2.0E-3t00 DF GRADE LVL BEAMS,U.N,O, O15/32'PLVWOOD(3) tOd@2"EN,12"FN,INTERMEDIATE 2x STUDS,@EDGE OF MAXIMUM DENSITY,OR GREATER A9 REQUIRED BY THE SOILS F3.0 3'0"x 3'-0"x 18' (6)#5(EW) LOAD VALUE UNLESS OTHERWISE SPECIFIED. 4 C-D,C-C NAILING TO ABUTTING PANELS 3x STUDS REQUIRED, @ 32" 770 Z REPORT. FRAMING 16"O.C.BLOCKED W F3.5 3`6"x 3'-6"M11. (6)#5(EW) 3,ALL CONNECTORS TO BE FULLY NAILED OR BOLTED PER fi.THE CONDITIONS OF USE FOR MANUFACTURED LUMBER MUST BE DRY WHEREAS THE MOISTURE CONTENT REMAINS BELOW 16%. 10tl @ 2"EN,12"FN,INTERMIDIATE 2x STUDS,@EDGE RAW I NG STATUS O6.ALL FOOTINGS MUST BEAR INCOMPETENT NATURAL GROUND. MANUFACTURES RECOMMENDATIONS. O 15/32'PLYWOOD(3) NAILING TO ABUTTING PANELS 3x STUDS REQUIRED, @ 12" 870 F4,0 4`0"x4'-0"z18" ALL MANUFACTURED LUMBER EXPOSED TO THE WEATHER UST BE STRUCTURAL ABBREVIATIONS (7)#5(EW) TREATED FOR EXTERIOR APPLICATION AS RECOMMENDED B1� STRUCT, FRAMING 18"O.C.BLOCKED L. V) 4,BOLT HOLES SHALL BE ATLEASTA LARGER THAN THE AND NO ACI AM CAN concRETe lNsnrure MA NUF rvu�ncruRER CONCRETE MASONRY. F5,0 5'0"x 5'0"z18" (7)#5(EW) MORE THAN A MAXIMUM OF 1/18'LARGER THAN THE BOLT MANUFACTURER.IT IS THE CONTRACTORS RESPONSIBILITY TO mnsonav z INFORMATION DRAWINGS, 01.CONCRETE MASONRY WALLS SHALL HAVE AMINIMUM28 DAY VERIFY ANDPROVIDEREQUIRED TREATMENT PER MANUFACTURE. (1)BLOCKALL EDGES U,O.N. Auiac AMERIcxN IrvsTRurEOF STEELconsTRucno" MA ERML (NOT FOR CONSTRUCTION) NATL COMPRESSIVE STRENGTH OF fm.1500 PSI. DIAMETER(PER THE 2005 NDS 11.1.2). (2)USE 112 SPACING WHERE PLYWOOD APPLIED TO BOTH FACES OF WALL. ASTM ALTERNATE L ERNAN sot of reanuG MAreRMLs MAXIMUM IA PRELIMINARY DRAWINGS. SILL BOLTING REQUIREMENTS(2010 CBC). 5.INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE (3)USE MINIMUM 3X STUDS,SILL PLATES,BLOCKING AT EDGE NAILING AB mcnORBOLT leTv NA'VUN SOLr V) (NOT FOR CONSTRUCTION) 02.CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS GLUE-LAMINATED TIMBERS. (STAGGER NAILING). ARc". nRcnlTEcruRU Puna N°X L N CHECK$ET CONFORMING TO ASTM C 90,GRADE N-I,WITH MAX LINEAR CONNECTION. (4)5/8 ANCHOR BOLTS 0 AT mist TA U. V) (NOT FOR CONSTRUCTION) 01,BOLTS TO BE A 307,5/8"0X lo% 1.MANUFACTURE OF GLUED-LAMINATED TIMBERS SHALL BE IN (5)COMMON NAIL ELDG. BUILDING WE n.uRLALL ORAOE p PLAN CHECK DRAWINGS, SHRINKAGE OF 0,06%(1B00 PSI MINIMUM). 8.SOME HARDENED FASTENERS MAY HAVE PREMATURE FAILURE IF CONFORMANCE WITH AN31/AITC A190.1-2002. eLx/GI eLocXlavDl (6)DOUBLE-SIDED WALLS REQUIRE EM eEAM No NUMBSR 03.MORTAR SHALL BE TYPE S.CONFORMING TO CBC TABLE 02.EMBEDED A MINIMUM OF 7"INTO FIRST POUR ON TWO POUR SYSTEMS. EXPOSED TO MOISTURE.THE FASTENERS ARE RECOMMENDED 3X SILL PLATE AND AS @ 16"O.C, B.N. EOUNOARY NA IL NT TE°Cp E Q CONSTRUCTION DOCUMENTS. 2103.8(1)(MINIMUM 1800 PSI AT 28 DAYS). TO BE USED IN DRY INTERIOR APPLICATIONS. 2,GLUED-LAMINATED TIMBERS SHALL BE DOUGLAS FIR .1 BOTTOM OF PIER NTE C• U 03.BOLTS AT CONCRETE CURBS TO BE EMBEDDED 7"MINIMUM INTO POUR ARCHITECTURAL APPEARANCE GRADE,USING EXTERIOR GLUE, PLATE PER LINEAR Faor U OTHEi2S 7,FOR CONNECTORS AND FASTENERS IN PRESERVATIVE PLUNGED c,,,"I NOT F R RUCTION 04.GflOUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY EXCLUDING CURB. COMBINATION SYMBOL 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR C. CENTERLINE L11;/1�' 0• ( Q.ggN?: ) e PLrwO AND FIRE-RETARDED WOOD;USE HOT DIPPED ZINC-COATED CONTINUOUS SPAN AND/OR CANTILEVERED MEMBERS.MEMBERS CLAP CLEAR FILL PANEL W VOLUME:AND S FORTENT CEMENT,SPORTS G WITHOUT PEA G4,3"X 3"X 0229"PLATE WASHERS TO BE USED ALL ANCHOR BOLTS. GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE,OR NOT EXPOSED TO VIEW MAY BE INDUSTRIAL APPEARANCE GRADE. a CONrPOLJ0INT aC PRECAST ! ... ... " GRAVEL,AND SUFFICIENT WATER FOR POURING WITHOUT c.a csawa sr POUNDS PER EWARE FOOT P1 COPPER CONNECTIONS. I '10 S unOa PER souaRE NCR " I' 01.. r.N Ilia?(c)1110 SEGREGATION OF GROUTCONSTITUENTS(MIN.COMPRESSIVE CELNa 9 P°srrENa°N N�LLiGG1Li[Blil,n IS STRENGTH OF 2000 PSI AT 28 DAYS). 05,MAX ANCHOR BOLTS SPACING 98"OC. 3,GLUED-LAMINATED TIMBERS SHALL BE FABRICATED IN A PLANT coL. COLUMN ar.D.. REsauaErREATEGDouaLAs FBIST ',1 I CC�I�N)�I 8.WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; WITH AN APPROVED QUALITY CONTROL SYSTEM,LICENSED BY THE CONC. CONCRETE EP REFERENCE (pending coNsr. CONSTRUCT CN �" P 9 06.MINIMUM TWO ANCHOR BOLTS PER SILL PLATE SECTION WITH ONE BOLT FOLLOW PROPER WELDING PROCEDURES AND SAFETY AITC. CONNECTION REv. REv1eJON 05.ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED CON ° REINF. RENFoecEMENT "I'I-III' Z-"� I+%I''•"L7S' LOCATED NO MORE THAN 12"OR LESS THAN 4"FROM EACH END OF EACH PIECE, PRECAUTIONS.WELDING SHOULD BE IN ACCORDANCE WITH DOW CON ITEMS&ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE UL. REQUIRED Q STRUCTURAL NOTES A.W.S.STANDARDS. UNLESS OTHERWISE NOTED,SIMPSON 4.MANUFACTURER OF SLUED-LAMINATED TIMBERS SHALL STAMP D.F. DOUGAS FIRST scNED. scneou a SHALL BE SOLID GROUTED. CIE DIAMETER CONNECTORS CANNOT BE WELDED. MEMBERS WITH A QUALITY MARK OF A QUALIFIED CENTRAL DIM DIMENSION SECT aECTIONE ` 'iT �,�•1"'g`f ° D permit based On STRUCTURAL SHEATHING. INSPECTION ORGANIZATION AND SHALL SUBMIT AN AITC INSPECTION DOUBLE sM BEEST "✓ci "''('.•:'I' I10(be Construed t0 Ofi.ALL HORZONTAL REINFORCEMENT SHALL BE PLACED IN BOND 9.PNEUMATIC NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, CERTIFICATE TO THE BUILDING INSPECTION DEPARTMENT AND oeNL DOWN glMl"ug1NO ,UVr, I::^ '('..I,:,n Qf the applicable BEAM OR LINTEL BEAM UNITS. 01.ALL PLYWOOD SHALL BE C-D INTERIOR SHEATHING WITH EXTERIOR GLUE ANO PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE ENGINEER BEFORE INSTALLATION. Dn. °Erna avEOe PEC FroanoN t' ,,r:�„ '.IN CC �I;H resumed to SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY.LAYPLYWOODWITH DwG. Dw,wwG s '' •'Q'I p QIVe 90UARE FACE GRAIN PERPENDICULAR TO SUPPORTS.USE A MINIMUM OF 4-PLV PLYWOOD, PROPERLY INSTALLED IN THE NAIL HOLES,TOOLS WITH NAIL EA EACH SO STANDARD I' "v"-d,IIU Oi Ccj,:tl U Ie provisions or Such HO W.CONSTRUCTION N OINTSSTOPPEDFOR ONE HOUR OR LONGER, 5,CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW E.F. EACH FACE 9TL ;:illl1. HORIZ,CO UR 142"BELO INTS OFTHEE FORMED T UNIT.PING THE STAGGER JOINTS AND REPLACE AILS.ORIENTED STRAND BOARD(O.S.S)WITH EQUIVALENT HOLE-LOCATING MECHANISMS NSANSHOULD RE USED,FOLLOW THE ELE ELEVArroN are EL L Z GROUT POUR 1-1/2"BELOW TOP OFTHE UPPERMOST UNIT. PROPERTIES MAY REPLACE PLYWOOD. MANUFACTURER'S INSTRUCTIONS AS OVER USE THE APPROPRIATE BEFORE FABRICATION AND ERECTION. ENV EDGENAIL STB TOO AND PE Q ED TOO TOP AND SAFE EQUIPMENT.OVER DRIVING DRIVING NAILSBE AVOIDED, REDUCE Ew EACNWAY r.OP TOP OF CONCRETE (D S.PRESSURE TREAT FABRICATED GLUED LAMINATED MEMBERS, T.O.F. TOP OF FOOTING 08.ALL BOND BEAM BLOCK SHALL BE"DEEP OUT"UNITS. WI ROOF COMMON INS:SAT NONRATED SHEATHING SPAN RATINGTEDP UNBLOCKED ALLOWABLE LOADS,OVER DRIVING MUST BE AVOIDED, EXIST. EXISTING O WITH 10 COMMON NAILS AT 6"O.C.ALL BOUNDARIES AND SUPPORTED PANEL EDGES EXPOSED TO WEATHER,IN ACCORDANCE WITH AITC 10998,THE exP. ExRANeroN r.O.R. TOP OF PIER Z 10.JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR BEAT, TREATMENT SHALL BE APPROVED BY THE SUPPLIER AND THE E.. EXTEPKNi TOP OF STEEL 09,PROVIDE INSPECTION ANOCLEANOUT HOLES AT BASE OF GROUT 12'O.C.FIELD UNLESS NOTED OTHERWISE, END Fourvonrxw TO,W TOP OF WALL THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT ENGINEER OF RECORD. WE. TYPICAL Q D WN BY: CR/CKP LIFT FOR VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 5'4" FIN FOUNDOT uNo OF HEIGHT. 03.TOWER ATTIC FLOOR SHEATHING:3/4"APA RATED STURDI-I-FLOOR SPAN RATING EXCEED 1/B"PER ASTM D7781 TEST STANDARDS. FIG MOTINo uLNrliise oTTEG OTXERWISE lr 7.FOR STRUCTURAL GLUE LAMINATED TIMBER MEMBERS,AN AITC GA GAUGE �°.N. NERWDSE NOTED p 24^.BLOCKED WITH 10d COMMON NAILS AT 2.5"O.C.AT DIAPHRAGM BOUNDARIES,4" DAILY µvµ, ERT. rICAL C ECKED BY: CKP i1,FOR HOEDOWNS,ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT CERTIFICATION IS CONFORMANCEEN A CERTIFICATE OF 10.ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL O.C.AT SUPPORTED PANEL EDGES,12"O.C.FIELD UNLESS NOTED OTHERWISE. GYP. aYPaumZEG W' wE" PLUS 1/3 T07/2 TURN WITH AWRENCH,WITH CONSIDERATION CONFORMANCE ISSUED BY CURRENT]CC APPROVED QUALITY G Z vaumaw wwR LOED WIRE REINFORCEMENT -VIBRATOR. CONTROL AGENCY,MUST BE SUBMITTED TO THE BUILDING NORIz. RIZMT& Fe FLOOR BEAM W 04I SHEAR WALL SHEATHING:STRUCTURAL II PLYWOOD OR O.S.B.PANEL BLOCKED GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE.CARE SHOULD I.F. Ne6DEFACE "DTI FADER tF D SITE: JULY 20,2011 1l.ANCHOR BOLTS MUST BESET WITH TEMPLATES AND HELD IN WITH THE NAILING PER SHEAR WALL SCHEDULE,U.N.O. BE TAKEN TO NOT EVER-TORQUE THE NUT AS THIS MAY PRELOAD INSPECTOR PRIOR TO INSTALLATION. TNT INTERIOR L FLOOR,plsr PLACE PRIOR TO GROUTING,PROVIDE AT LEAST ONE INCH OF GROUT THE HOEDOWN, X XIP.,vvo Las Re sTPONG WALL BETWEEN ANCHOR BOLT AND MASONRY. 08.USE BOISE-CASCADE GLULAMS. ssw STEEL STRONG WALL S IEET NO. S-1 .0 z z a a PATTERSON N ENGINEERING 655 CASS ST.,SUITE 404 SAN DIEGO,CA 92109 www.patte rsonang.co m U. PHONE:858-605-0937 p FAX:858-605-1414 rn ' O FpOFE910N,q� W e m� a Z BE 5629 STHUCTO N" w lE CAL\FOp r o w IL w Q��p A 8 C D E m LI] o ° Z SDI'" e ° servo Ls < w W° k o , r 10 u z 10 z , woos v so w eo, s0 SD, so °'SD, v s0, o.c § �r U a Qtts.6• Vi U r Z �O rxi sty ,e rw ,.�' w,oeee s.s vcs. Fsa,� =:� �,`<� r I•.. Z ~.a r ,e w nr Z so r O e e e © CL ,.,rE. TM aD, �I r w a ,e � .,>•&<� ARCHITECT PABLO 0. I<. w,a w,D I w,DDe 1 PAREDES ° •� "m �fe w,00 a EAL..(8588)-736-5370 I T �_ nT ��T- _, e p a „Po U1 D . --.r:... i --„-.-: — ) 3 vaD ©80' •�.., rw 2!Y 0' z ©133' `,.�... ©1T 10 rvr. r2k sD,r FAX 65 BLVD. 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SDI Y' z 18"TYP' 1.)SEE SHEET$-1 FOR ADDITIONAL REQUIREMENTS FOR DRAWING STATUS 4 FOUNDATION SPECIAL INSPECTIONS. 2.)SEE SHEET S-1 FOR ADDITIONAL FOUNDATION NOTES. m 0 INFORMATION DRAWINGS. 3.)ARCHITECTS DIMENSIONS TAKE PRECEDENCE. — (NOT FOR CONSTRUCTION) MI PRELIMINARYDRAWINGE TYP. 1 18"TYP. ° ��• 1:� 4.)A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK Q (NOT FOR CONSTRUCTION) SDI REQUIRING SPECIAL INSPECTION,MUST BE COMPLETED AND CHECK SE ;i �.. • 7 . •' 23 SUBMITTED TO THE INSPECTION SERVICES DIVISION. Z (NOT FOR CONSTRUCTION) A':4.. :.,.;i:;Ir:":::;:•:::.. :::+o.;,:°•:::;.;.:� SD3 TYP. O 111 PLAN CHECK DRAWINGS, Q CONSTRUCTION DOCUMENTS. 2x8 STUD WALLS -HDU © 10'-0" x8 POST LL QTHERs @ 16"O.C. W/HDU6 U (NOT,FIQp CONSTRUCTION) 2.2x8 18"TYP. F-r"' w HDU6 Sr I f '..:.INC. 10 13 [ --" — 1 TYP. TYP. SDI $D1 TYP• g h ,�i�Gr�Are t0 the SD1 S CM��rlHd'izwion is Z uormit pending 13 s 1 LPARTIAL SD1 TYP. f FOUNDATION PAN or T01 .f R permit base on T r'ul be c0nsuved to rove R 1, I�,n ur the app icable "'t'�l "pl' I,,. resumed to give codardu•,Ducr, mx the P CJOe auuroriti In vwlatD or�a''^:I tna provisions of such U Z RAWN BY: CWCKP S2.2 PARTIAL FOUNDATION PLAN N HECI<EDBY: DKP 1/4" = 1'-0" w ATE: DULY 20,2011 HEET NO. S-2.2 LEGEND r POST UP ® a POST DOWN BEARING WALLS BELOW :::s.,:x1 0 PATTERSON WALLS ABOVE a 0 ENGINEERING 4655 CASS ST.,SUITE 404 2 SAN DIEGO,CA 92109 X' Ua, w Pagemneng.com SHEAR WALL Q -X_' Z PHONE:858-605-0937 O FAX:858-605-1414 In U) QpOFE6�pN,( FRAMING PER PLAN a z SE 5629 CALIFORNIA FILL W ," U., I"m E W cAR W TYPICAL TYP. SIMILAR SIM. � 1.4 W V U �/ GENERAL NOTES. 0 ^ o ALL LOAD BEARING CEILING BEAMS&FLOOR BEAMS SHALL I...� HAVE A MINIMUM OF 4x4 DFp1 POSTS WITH SIMPSON FC4 @ w �T� A�C) TOP&BOTTOM PLATES TO POST CONNECTIONS.SIZE OF w POST IS DETERMINED BY THE WIDTH OF THE BEAM BEING m V SUPPORTED.(UNLESS OTHERWISE NOTED IN PLAN OR O ~ DETAIL)ALL ISOLATED POST SHALL HAVE SIMPSON CC OR I`_ O x` N ECC&CB CONNECTORS. Z>_ (T� W 0 DIAPHRAGM SHEATING NAILS OR OTHER APPROVED 2, ►�•A+L/�{ SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT p' it I T THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF Q THE SHEATHING. Te" s s ROOF DIAPHRAGMS ARE UNBLOCKED UNLESS OTHERWISE s ss7"o wins sm '� NOTED. M „°.sos - _^-^^? ...s^•,yct �..,. ... y„y. I I I BOTH SIDES OF EACH SHEAR WALL SHALL HAVE A MINIIMU OF A VERTICAL MST48 INSTALLED AT THE FLOOR LEVEL, s�.ems. 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CERTIFICATION FROM THE MANUFACTURER'S ENGINEER 6605 LA JOLLA BLVD. ❑❑ II WITH A SIGNED AND STAMPED DETAIL IS ISSUED AND LA JOLLA,CA 92037 JI ° U _ AUTHORIZED BY THE PROJECT ENGINEER OF RECORD AND Pablo@paredes.com '" sox y p II II „°.7I sroa rva °�* U n s.18 APPROVED BY THE BUILDING OFFICIAL. j a a_ D A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK .. - - r - - REQUIRING SPECIAL INSPECTION,MUST BE COMPLETED PLAN CHECK M�.so � �.,,>,ro,.,_,° �.�.a, � 6 REVISIONS sm 3 AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 29•-0" , ©13 3 2 LANE TI 2?2/11 ©17�10' S xx xe s w Inl 3 AN 12/21111 CEILING JOIST SCHEDULE U.N.O. 4 wn�L 12/25111 z sm"" ' w w m w w 5e3 z SPACING SCHEDULE @ 16" 5 P HE 2120/12 5.2 j ° 1R� © � SCHEDULE @ 12" SIZE MAX REV REVISION DATE „ 2 x 4 12"O.C. - 12'-5" 2 x 4 16"O.C.- 11'-3" ° 2 x 6 12"O.C. 19'-6" 2 x 6 16"O.C.- 17'-8" 2 x 8 12"O.C. - 25'-8" 2 x 8 16"O.C.- 23'-0" DRAWING STATUS 2 x 10 12"O.C. 26'-0" 2 x 10 16"O.C.- 26'-0" ° smE`s'oso „°soz "`°`"W°" CI RIVATION DRAWINGS. 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REFER TO 20101.B.0 to 13 PRELIMINARY DRAWINGS. ..Q,. (NOT FOR CONSTRUCTION) w 2 x 4 24"O.C. - 9'-10" TABLE 2308.10.2(1) CHECK-SET a 2. USE DFL No 2,LL 10 PSF, - 'V) (NOT FORCQ(�SiRUCTION) 2 x 6 24"O.C. -14'10" o.L 5 PSF o PLAN C�E�kT11(AWINGs. 1O 2 x 8 24"O.C.. - 18'-9" 3. FOR GARAGE USE F CONS RUCTlby ENTs. q�/ @16 O,C.ONLY U =g1� r I ",p� 4 �2+' ql g 2 x 10 24"O.C. -22'-11" K�S r,,,am is TYP. S• cg.1 W Huc SD3 S/pECUq�F24- O TYP..NAIL. WU T ORF(a!N``fT'f�WIlSr1gN) 41 FRAMING HANGER SCHEDULE U.N.O. 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N 4:,,;..,0 BOTH SIDES OF EACH SHEAR WALL SHALL HAVE A MINIIMUM t9 q]q]11 II7 F OF A VERTICAL MST48 INSTALLED AT THE FLOOR LEVEL, W U.N.O. o 2x8 STUD WALLS @ 16"O.C.WALL LAP SPLICE PLATES A MIN OF 48"W/(2)-16d @6"O.C.OR USE � 1t11� u If MST48 W/16d mil( 2 TYP. FOR BLOCKED DIAPHRAGMS WITH NAILING LESS THAN 4": a SD3 18 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" LL C I I TMP' SD2 ��); NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. 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C=1/2 SD2 SIM. I O Q 2 w 12/2/11 ILJI p U 3r. 12Y11/t7 TYP. U CEILING JOIST SCHEDULE U.N.O. � 4 W/CCQ xB POST TYP. x6 POST w 2 25/11 POST Typ 8 15 0D3 w/GCo T N`. N SCHEDULE @ 16" Ul 2120112 wiccQ SD3 SCHEDULE @ 12" SIZE o RE REVISION MAX DATE 3/4"PLYWOOD UNBLOCKED 2 x 4 12"O.C. - 12'-5" 2 x 4 16"O.C.- 11'-3" )^ DIAPHRAGM 2 x 6 12"O.C. - 19'-6" 2 x 6 161,O.C.- 17'-811 zz. 10d 6"B.N.,6"E.N.,12"F,N. 2 x 8 12"O.C. 25'-8" 2 x 8 16"O.C.- 23'-0" D D AWING STATUS 22 IM. 2 x 10 12"O.C. 26'-0" 2 x 10 16 O.C.- 26 0 m Q SD3 FOOTNOTES: ( 6RT u ION) CHEDULE @ 24" 1. REFER TO 2010 LB.0 _- g RELIMINgYp wln rc L7 %8 PAST T'P FORPCONS �16�I 2 x 4 24"O.C. - 9'-1 D" TABLE 2308.102(1) to HECK SET. IhO O 2. USE DFL No 2;L.L 10 PSF, Z (OT FOR CONSTRU011191i N — --- 23 2x6 24"O.C. 14'-10" D.LSPSF O ®R'NCME6KtiRwWIPM1 1,19 TYP. p b Off 6xe SD3 q. 2 X B 24"O.C.. - 1 S''9" 3. FOR GARAGE�USE Q 'p'C NSQRUC'46 DOCUMENTS. OU LE STUDS 1 0'-0, 2 x 10 24"O.C, -22'-11" @16"O.C.ONLY. O cv Um�a O MBRS > rmil hasod on tib 24 27 2x8 STUD WALLS ,\, ( OT,FOR cgNgT�ugT(�c8 to H C P. 16' \ x applicable AX.N L.) p�P �PJ� 16 @ O.C.WALL a" SD2 SD2 ernu P. PPG �GJ SD3 TYP. FRAMING HANGER SCHEDULE U.N.O. 8r he provisions of such 3,�( SIMPSON MODEL s CONTENT TYP. 10 SD3 _MST48 JOIST SIZE HANGER NUMBER oa PARTIAL HU210,TYP, 2 CEILING4 2 x 4 2 x 6 -LU SERIES LU24 LU26 PLAN SD nP' 2 x 8 2 x 10 LUS SERIES LU28 LUS28 a 2 x 12 2 x 14 LUS SERIES LU210 LUS210 zz 11-7/8 TJI's 360 ITT SERIES ITT 311.88 a JACK TRUSS TJC SERIES TJC37(MAX.) z PARTIAL CEILING PLAN BEAM SIZE < DRAWN BY: CR/CKP S3.2 4 x 6 4 x 8 4 x 10 -HUS-TF SERIES HUS46TF HUS48TF HUS41OTF m CHECKED BY: CKP 1/4 4 x 12 4 x 14 4 x 16 -B SERIES B412 B414 B416 w 6 x 10 6 x 12 6 x 14 -HU-TF SERIES HU61OTF HU612TF HU614TF DATE: JULY20,2011 3-1/2 x 11-7/8 PSL HWU SERIES HWU 3.56/11.88 SHEET NO. 5-1/4 x 11-7/8 PSL HWU SERIES HWU 5.50/11.88 GLU-LAM GLT SERIES PER SIMPSON MANUAL S-3.2 LEGEND POST UP ® a POST DOWN ® a BEARING WALLS BELOW ;;;;::; 0 PATTERSON WALLS ABOVE oD ENGINEERING 4555 CASS ST.,SUITE 404 SAN DIEGO,CA 92109 O www.pattersoneng.w. 0 SHEAR WALL QX'-X_ z PHONE:858-605-0937 0 FAX:858-605-1414 Ln - pPOF ES,Oryq! FRAMING PER PLAN w a z SE 5629 CALIFORNIA FILL 'lE STRUCTUPP'dP w �F CnER. TYPICAL TYP. 0 SIMILAR 0 SIM. °w T 1 Li GENERAL NOTES. o r^~l o ALL LOAD BEARING CEILING BEAMS&FLOOR BEAMS SHALL a hey O HAVE A MINIMUM OF 4x4 DF#i POSTS WITH SIMPSON FC4 @ ww TOP&BOTTOM PLATES TO POST CONNECTIONS. SIZE OF of w POST IS DETERMINED BY THE WIDTH OF THE BEAM BEING m �i SUPPORTED.(UNLESS OTHERWISE NOTED IN PLAN OR DETAIL)ALL ISOLATED POST SHALL HAVE SIMPSON CC OR O W O Q T ECC&CB CONNECTORS. z> ° Q DIAPHRAGM SHEATING NAILS OR OTHER APPROVED g SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT Q'(/J U THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF z a W ;zoz ° soz „° THE SHEATHING. ,oaE"�DFo"Aoorxti3.s s3" .n..l=.n3Te TrcwFA. a soz MVP. soz TM "Ez,u"cn� O °MN�'� V� ROOF DIAPHRAGMS ARE UNBLOCKED UNLESS OTHERWISE per-, `J ...� NOTED. w ^'Q —� z a BOTH SIDES OF EACH SHEAR WALL SHALL HAVE A MINIIMUM 0 OF A VERTICAL MST48 INSTALLED AT THE FLOOR LEVEL, z U.N.O. w 1�1 z0 u LAP SPLICE PLATES A MIN OF 48"W/(2)-16d @6"O.C.OR USE tt MST48 W/16d ��a — _ FOR BLOCKED DIAPHRAGMS WITH NAILING LESS THAN 4": a FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" w NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. OARCHITECT m oz a Y 'i DO NOT CUT,NOTCH DRILL,BORE,SHAVE,TAPER OR FOR 5DJ O ANY REASON MODIFY PRE-ENGINEERED/MANUFACTURED w PAB LO 0 STRUCTURAL ELEMENTS SUCH AS GLUED-LAMINATED 0 PAR E D ES MEMBERS,PARALAMS,MICROLAMS I-JOISTS,UNLESS SUCH a MODIFICATIONS ARE WITHIN PARAMETERS SET FORTH BY w TEL.(858)-736-5370 THE MANUFACTURER OF THAT PRODUCT OR A LETTER OF > FAX(858)-729-0201 CERTIFICATION FROM THE MANUFACTURER'S ENGINEER 605 LA JOLLA BLVD. 'I WITH A SIGNED AND STAMPED DETAIL IS ISSUED AND w 'I TP 'sw I AUTHORIZED BY THE PROJECT ENGINEER OF RECORD AND x A JOLLA,CA 92037 APPROVED BY THE BUILDING OFFICIAL. w ablo@paredes.com s w ©98 9 A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK EVISIONS 8 REQUIRING SPECIAL INSPECTION,MUST BE COMPLETED Lu 1 AN g/21/11 h 3 s AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. lc RRE ON 2 w 2 PLA H 12/2/11 RRE TI S O 9 PL RRE K S 12/21/11 d a CEILING JOIST SCHEDULE U.N.O. w 4 WALLS ° 2125111 E S 8 " SD3 *ro. ° SPACING SCHEDULE @ 16" in 5 O NCHECON z/zalz EDS SCHEDULE @ 12" SIZE MAX O RE REVISION DATE 2 x 4 12"O.C. - 12'-5" 2 x 4 16"O.C.- 11'-3" FN Qao-o; 2 x 6 12"O.C. - 19'-6" 2 x 6 16"O.C.- 1T 8" w 2 x 8 12"O.C. - 25'-8" 2 x 8 16"O.C.- 23'-0" D DRAWING STATUS r° sp 2 x 10 12"O.C. - 26-0" 2 x 10 16"O.C.- 26'-0" y..- z CI I FORIA016N DRAWINGS. FOOTNOTES: t' — (OTF9BiPDN:STRWCTION) @ 1. REFER TO 2010 I.E. � SCHEDULE 24" Q '❑ RELIMINARYDRAW NGS. sail rv° ( OT FOR CON$Tlill_,r ny� 2 X 4 24"O.C. - 9'-10" TABLE 2308.10.2(1) ❑" HECK SET h,q 2 x 6 24"O.C. 14'-10., 2, USE DFL No 2.1-110 PSF' Z' (NOT FOR O.C. . T FO Oc pN§TRUS ) ® LAN CHECK`6RAN(IN2X8 24"O.C.. 18'9" 3. FOR GARAGEUSE a 2x10 24"O.C. -22'-11" @16" ONLY' , tJDOCUMENTS. IZ ❑ THEIS --A 0 R _1rRIXmQ4)01' . pro "I of till .d .:.15trued!� FRAMING HANGER SCHEDULE U.N.O. cores or orc a pei mit presumed to give Qrgyisions of such SIMPSON MODEL " '''"° z JOIST SIZE HANGER NUMBER a ROOF FRAMING 2 x 4 2 x 6 LU SERIES LU24 LU26 a PLAN 2 x 8 2 x 10 LUS SERIES LU28 LUS28 2 x 12 2 x 14 LUS SERIES LU210 LUS210 11-7/8 TJI's 360 ITT SERIES ITT 311.88 in JACK TRUSS TJC SERIES TJC37(MAX.) 0 ROOF FRAMING PLAN BEAM SIZE § ° WN BY: CR/CKP O 4 x 6 4 x 8 4 x 10 -HUS-TF SERIES HUS46TF HUS48TF HUS41OTF inCHECKED BY: CKP 4 x 12 4 x 14 4 x 16 -B SERIES B412 B414 B416 w 6 x 10 6 x 12 6 x 14 -HU-TF SERIES HU61OTF HU612TF HU614TF DA E: Jutvzo,zov 3-1/2 x 11-7/8 PSL HWU SERIES HWU 3.56/11.88 SHEET NO. 5-1/4 x 11-7/8 PSL HWU SERIES HWU 5.50/11.88 S-4. GLU-LAM GILT SERIES PER SIMPSON MANUAL LEGEND POST UP ® a POST DOWN ® IL BEARING WALLS BELOW ;i%ii O PATTERSON WALLS ABOVE o L NGINEERING 655 CASS ST.,SUITE 404 SAN DIEGO,CA 92109 qg O www.patteraoneng coIn C SHEAR WALL QX'-XX_ z PHONE:858-605-0937 0 FAX:858-605-1414 In LnIn m fpOf ES,ONq t1: FRAMING PER PLAN a e F� FIRE RETARDANT LUMBER A 27 TYP 14 z /SE 5629 TO BE USED FOR ROOF JOISTS 55.0 SD2 SD3 TYP. AND CEILING JOISTS AT TOWER. CALIFORNIA FILL F7 S q TRUC(UPP dP 1 MECHANICAL UNIT TYPICAL TYP. 1Q 119'0 W SIMILAR SIM. o TYP. 3 O 2,p3' g SD2 O..- °. o a / / GENERAL NOTES. ❑0 ~ M 0 0pJ TYP. 25 ALL LOAD BEARING CEILING BEAMS&FLOOR BEAMS SHALL it v7 O 26 b� m P SD3 HAVE A MINIMUM OF 4x4 DFs1 POSTS WITH SIMPSON FC4 @ w rTl A M TYP. TOP N TOP&BOTTOM PLATES TO POST CONNECTIONS.SIZE OF Ir w SD2 14 TYP. POST IS DETERMINED BY THE WIDTH OF THE BEAM BEING m U^ O *'* N SD2 SUPPORTED.(UNLESS OTHERWISE NOTED IN PLAN OR r u\/' 0 w O ♦0 9 DETAIL)ALL ISOLATED POST SHALL HAVE SIMPSON CC OR 0 ^ W o O 0 D p, ECC&CB CONNECTORS. z 0 G� Q` Q+ 11 DIAPHRAGM SHEATING NAILS OR OTHER APPROVED a �/ W O SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT ❑ a a W ATHEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF z m THE SHEATHING. Q O v0 W N 2x 0 W .C. ROOF DIAPHRAGMS ARE UNBLOCKED UNLESS OTHERWISE ( ' 1,4x10(A L x(B VE) KP r^ a CB-01 5-1/2 18'24F-V4 DF GL LULA 4"(BELO LO 2x12 1.RID E BL .KING[OR B. ,TYP CAL NOTED. wZ V 1 (BEL ti P �} BOTH SIDES OF EACH SHEAR WALL SHALL HAVE A MINIIMUM 0 rTl OF A VERTICAL MST48 INSTALLED AT THE FLOOR LEVEL, w 11w��1 IM. C9 3 U.N.O. o 2 OJ TYP } ch SD3 LAP SPLICE PLATES A MIN OF 48"W/(2)-16d @6"O.C.OR USE U) �O b ti g MST48 W/16d D �d Q FOR BLOCKED DIAPHRAGMS WITH NAILING LESS THAN 4": a 0 4 N p FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" w NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. 0 o� o m o N IIARCHITECT YP DO NOT CUT,NOTCH DRILL,BORE,SHAVE,TAPER OR FOR PAB LO 0 0 BOL P. 1 ANY REASON MODIFY PRE-ENGINEERED/MANUFACTURED a SIM. SD2 a F 20 STRUCTURAL ELEMENTS SUCH AS GLUED-LAMINATED 0 PAREDES SD2 MEMBERS,PARALAMS,MICROLAMS,I-JOISTS,UNLESS SUCH IL 0 Re,DS MODIFICIATIONS ARE WITHIN PARAMETERS SET FORTH BY TEL.(858)-736-5370 THE MANUFACTURER OF THAT PRODUCT OR A LETTER OF FAX(858)-729-0201 CERTIFICATION FROM THE MANUFACTURER'S ENGINEER 6605 LA JOLLA BLVD, WITH A SIGNED AND STAMPED DETAIL IS ISSUED AND LA JOLLA,CA 92037 AUTHORIZED BY THE PROJECT ENGINEER 22 APPROVED BY THE BUILDING OFFICIAL OF RECORD AND w ablo p pa @ e r .. ...:.;•.: ...::.:........:... ......., - _: des com A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK � EVISIONS O 9$'_ MUST REQUIRING SPECIAL INSPECTION, BE COMPLETED W PLAN CHECK 9/21/11 AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. Q PLn RECTI K S Z fn w RR 12011 m lj U HEC 12/21/11 @2&00 SD3 a Q CEILING JOIST SCHEDULE U.N.O. i2 wARLs OND iz/25/11 -- 12 TYP. ¢ ? SPACING SCHEDULE @ 16" w PLAN EHEI N 2/20/12 0' z z SCHEDULE @ 12" SIZE MAX O R V REVISION DATE N z W 2 x 4 12"O.C. - 12'-5" 2 x 4 16"O.C.- 11'-3" P Q 2 x 6 12"O.C. - 19'-6" 2 x 6 16"O.C.- 17-8" w w 2 x 8 12"O.C. - 25'-8" 2 x 8 16"O.C.- 23'-0" RAWING STATUS o ? 2 x 10 12"O.C. - 26'-0" 2 x 10 16"O.C.- 26'-0" - 0 Z .,.0 Z...f INFORMATIONOQtSTRUCTION) ¢ °z @ 1.. REFER TO 20101.E C - (NOT FOR����//k.Y DR WING N) CHEDULE 24" < (NOTF RCON RAWIN66--- Q Q (NOTFORCONSTRUC�)'ik";r tl;e. ❑ 2 X 4 24'�O.C. - 9'-10° TABLE 2308.10.2(1) �"'� to CHECK SET .yy�,,}},��pp((�� I 2 X 6 24"O.C. -14'1 D" 2, USE DFL D L 5 PSF o 2,LL 10 PSF' STRud PLAN CHECOT FOR K DRAWIrIGSun 9 - .�,:y F :. r..:.:�. J 2 X 6 24"O.C.. - 1 B'-9' 3. FOR GARAGE USE Q CONSTRUCTION DOCUMENTS. a 2x10 24"O.C. -22'-11" @16"O.C.ONLY. �. 07HEaS ° r^'rnit base on F ss„u (NOT FOR CONSTRUORmtd)tt u'-d to it or a W.,, ne�,>>Iic LIe cl)fn s or or i ._ iv3- OnU >h :, ' I,he provisions of ucY. FRAMING HANGER SCHEDULE U.N.O. as: Z„ ONTENT a SIMPSON MODEL z PARTIAL w JOIST SIZE HANGER NUMBER a o ROOF FRAMING 2 x 4 2 x 6 LU SERIES LU24 LU26 PLAN 2 x 8 2 x 10 LUS SERIES LU28 LUS28 a 2 x 12 2 x 14 LUS SERIES LU210 LUS210 a 19 TYP. 11-7/8 TJI's 360 ITT SERIES ITT 311.88 SD3 0 JACK TRUSS TJC SERIES TJC37(MAX.) 0 z PARTIAL ROOF FRAMING PLAN BEAM SIZE < °LAWN BY: CR/CKP S4.1 4 x 6 4 x 8 4 x 10 -HUS-TF SERIES HUS46TF HUS48TF HUS41OTF w CHECKED BY: CKP 1' O° 4 x 12 4 x 14 4 x 16 -B SERIES B412 B414 B416 2w 6 x 10 6 x 12 6 x 14 -HU-TF SERIES HU61OTF HU612TF HU614TF = DATE: JULY20,2011 3-1/2 x 11-7/8 PSL HWU SERIES HWU 3.56/11.88 SHEET NO. 5-1/4 x 11-7/8 PSL HWU SERIES HWU 5.50/11.88 C_ A4. GLU-LAM -GLT SERIES PER SIMPSON MANUAL J LEGEND i POST UP ® a POST DOWN ® g C D E BEARING WALLS BELOW :;;;; 0 PATTERSON WALLS ABOVE o 9 ENGINEERING 4655 CASS ST.,SUITE 404 2 SAN DIEGO,CA 92109 0 w patlereoneng com SHEAR WALL QX'-x" z PHONE:858-605-0937 O FAX:858-605-1414 14 g 27 26 1p y SD3 NP' S5.0 SD2 TMP' TYP.SD2 SD2 TMP MECHANICAL E�ppocEs,oNq` m UNIT F MECHANICAL FRAMING PER PLAN a iQ 119 0" UNIT 5s29 CALIFORNIA FILL :: � qrE UCT OPN R6004-69968 TRUSSES ' w of cnue %/. / // / // — TYPICAL TYP. F- R6004-69968 TRUSSES SIMILAR p SIM. ❑ 25 TYP. g SD3 R6004-69969 TRUSSES 11 Cl SD2 TYP. L 14 TYP. R6004-69969 TRUSSES SD2 GENERAL NOTES. ALL LOAD BEARING CEILING BEAMS&FLOOR BEAMS SHALL HAVE A MINIMUM OF 4x4 DF#1 POSTS WITH SIMPSON FC4 @ aw A O TOP&BOTTOM PLATES TO POST CONNECTIONS.SIZE OF Lu POST IS DETERMINED BY THE WIDTH OF THE BEAM BEING w Q O �i SUPPORTED.(UNLESS OTHERWISE NOTED IN PLAN OR )Ij I DETAIL)ALL ISOLATED POST SHALL HAVE SIMPSON CC OR O N m ECC&CB CONNECTORS. Z W O 3 DIAPHRAGM SHEATING NAILS OR OTHER APPROVEDI. 2x RID E BL KING OR B. .,TYP CAL = � SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT ❑ Q V]U THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF z THE SHEATHING. a O W LO C7 3 ROOF DIAPHRAGMS ARE UNBLOCKED UNLESS OTHERWISE ch SD3 NOTED.O a cl R6004-69968 TRUSSES 24"O.C. w >. BOTH SIDES OF EACH SHEAR WALL SHALL HAVE A MINIMUM [� OF A VERTICAL MST48 INSTALLED AT THE FLOOR LEVEL, w 26 U.N.O. Z TYP. O -n,P D3 l I SD2 LAP SPLICE PLATES A MIN OF 48"W/(2)-16d @6"O.C.OR USE MST48 W/16d Lu ` c7 FOR BLOCKED DIAPHRAGMS WITH NAILING LESS THAN 4": aF�11 FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" ILL �I NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. 0 ARCHITECT } P SD3 I DO NOT CUT,NOTCH DRILL,BORE,SHAVE,TAPER OR FOR m PAB LO ANY REASON MODIFY PRE-ENGINEERED/MANUFACTURED STRUCTURAL ELEMENTS SUCH AS 0 PAREDES MEMBERS,PARALAMS,M CROLAMS,I-JOISTS,UINLESS SUCH a ....: ... ... .y.;.., - - •,,-;_; _;..; -- ;.,- ; .,-: . .. .., ,, ; _ ,;,; .;; ;; �. ... �•:; 2x4 CRIPPLE WALL ABOVE CB-13 THE MANUFACTURER OF THAT PRODUCT A LETTER OF FAX(858)729 02001 q F • •• 3 CERTIFICATION FROM THE MANUFACTURER'S ENGINEER © 98r rr I 6605 LA JOLLA BLVD. WITH A SIGNED AND STAMPED DETAIL IS ISSUED AND LA JOLLA,CA 92037 ci AUTHORIZED BY THE PROJECT ENGINEER OF RECORD AND x zm' z I O APPROVED BY THE BUILDING OFFICIAL. w pablo@paredes.com 3 3 h 3 F I ACERTIFICATEOFSATISFACTORYCOMPLETIONOFWORK REVISIONS SD3 y p oo I �_ REQUIRING SPECIAL INSPECTION,MUST BE COMPLETED 1 LAN CHECK 9/21/11 TYP. m ¢�¢ x 7S AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. Q w 2 RRE T N 12/2/11 (7 j Ur W I 5 3 12/21/11 j o a 10 CEILING JOIST SCHEDULE U.N.O. w 4 WALL 12/25/11 SD2 TYP. SPACING SCHEDULE @ 16" 5 HECK 2na1z J do = SCHEDULE @ 12" SIZE MAX O REV REVISION DATE z cc z 2 x 4 12"O.C. - 12'-5" 2 x 4 16"O.C.- 11'-3" z ❑ 2 x 6 12"O.C. 19'-6" 2 X 6 16"O.C.- 17'-8" w a a 22 2 x 8 12"O.C. - 25'-8" 2 x 8 16"O.C.- 23'-C" 1 DRbV)VIp1G STATUS ❑ 2 x 10 12"O.C. - 26'0" 2 x 10 16"O.C.-,2f'r9"•, �P' SD3 � . FOOTNOTES:" — - z ❑(NOT NATION DDRRA GS. a ar23 SCHEDULE 24" B °jNor olNs%RucW�NG N ._:.::... .. ..c: @ - 2. USE DFL No 2a L1110 PSF� ,❑ u)�(r1 d 3 ; SD3 TYP A 2 X 4 24"O.C. 9'-10" TABLE 4 ZN" CHECK fNQT SE 1JSTRl]CTI in N N o N ©�Or'�" Y 2 X 6 24"O.C. 14'-10" D.I.5 PSF �",. O H PLAN C�DRAWINGS. to ¢ ¢ @/ 2 X 8 24°O.C.. - 1 B'-9" 3. FOR GARAQE USE .o rcu o Q, iP.�ONS7Fa}I�,EITQ0®ggWdEtl7$. I-cc @16 O C ON E! v �1 2 x 10 24"O.C. -22'-11" of to ❑oT E�{S he construed to = w 18 vc.5 c'or•imn 6��.,{N�1 FOR'ICdN?31( enw TYP. SD3 .,thoril"too,o,e jl`.,is [�gw FRAMING HANGER SCHEDULE U.N.O. a z CONTENT SIMPSON MODEL z 1 JOIST SIZE HANGER NUMBER a PARTIAL 19 P. o ROOF FRAMING SD3 2 x 4 2 x 6 -LU SERIES LU24 LU26 LAN 2 x 8 2 x 10 LUS SERIES LU28 LUS28 0 2 x 12 2 x 14 LUS SERIES LU210 LUS210 a 11-7/8 TJI's 360 ITT SERIES ITT 311.88 In JACK TRUSS TJC SERIES TJC37(MAX.) 0 PARTIAL ROOF FRAMING PLAN BEAM SIZE DRAWN BY: clvcKP S4.2 4 x 6 4 x 8 4 x 10 -HUS-TF SERIES HUS46TF HUS48TF HUS41OTF w CHECKED BY: CKP ul 1/4" 4 x 12 4 x 14 4 x 16 -B SERIES B412 B414 B416 w DATE: JULv 2o,2o11 6 x 10 6 x 12 6 x 14 -HU-TF SERIES HU61 OTF HU612TF HU614TF 3-1/2 x 11-7/8 PSL HWU SERIES HWU 3.56/11.88 SHEET NO. 5-1/4 x 11-7/8 PSL HWU SERIES HWU 5.50/11.88 �+_^4},n GLU-LAM GLT SERIES PER SIMPSON MANUAL J G 25 SD3 z 3 TYP. SD2 a a 0 PATTERSON NGINEERING 4 55 CASS ST.,SUITE 404 r^ o SAN DIEGO,CA 92109 0 w .paltereoneng.com PHONE:858-605-0937 TYP. z FAX:858-805-1414 II SD2 SD3 TYP. E�QpOFE910 V., l ) w Ae ec 4 TYP. a �— SD3 z sESsze 3/4"UNBLOCKED DIAPHRAGM I I I w"'sTs�uc7 P a 10d B.N.,@ 6",E.N.@ 6",F.N.@ 12" l e cnuF° D SD3 I I I 0 F...� TYP. I I w °o M IL C QW O w z xN w w�� 0 H z a d W a . I w z a SECTION A �_-,�_!\� z a 1 1/4" = 1'-0" 1 < SD1 TYP. SD1 TYP. SD1 TYP. LL ARCHITECT w PABLO 0 PAREDES IL TEL.(858)-736-5370 FAX(858)-729-0201 605 LA JOLLA BLVD. 0 LA JOLLA,CA 92037 SD2 TYP' 6 w TYP' w 14 pablo@paredes.com SD3 REVISIONS 8 TYP. z 1 e/2vt1 SD 19 c 2 A 12/2111 —— SW TYP. S 3 12/21/11 4 WALL 12/25/11 I I I � 5 CORRECTIONS HECK 2/20/12 I O RE REVISION DATE , I I I 1 w I I I I I 1 5 DRAWING STATUS ( ) I ) 0(NFO FOR CO STRUCTGS 14 ——— - ---H} O PRELIMINAAPDRA No FOR CONSTRU WJ' O CHECK SET '1ti0n iS. ( z (NOT FOR CONSiTR SGTdR1�A1•. ®PLAN CFEg,K DRAWN. Q O CONSTRUCTION DOCUMENTS. „ � .b 7HE�,�S,t rdt ised on: . (NOT FOR ObN611W6 No, al r�. pl ca le �,,.'. to • JA ..r'.el trio provisions of such, s CONTENT z a I SECTIONS 0 U U W — —r < D MN BY: CR/CKP SECTION B SECTIONS w C ECKEDBY: CKP S5.O / DATE: JULY 20,2011 1 TYP. 1/4" = 1'-0" 1 TYP. � TYP. 1 4' = 1'-0" SDt SD1 SD1 SiEET NO. S-5.0 I I I WOOD POST OR 2.2x STUDS PER FRAMING PLAN AT MIN.AT HD20A,BxG MIN. HOEDOWN ANCHO EMBED. ANCHOR BOLT TYPE ATHDIN). MODEL NO. 0 LENGTH O SIMPSON'HDUMDq-HOEDOWN HDU2 51 12-W' 8ST816 SSTB20 VDIA.MIN FOR 180°HOOK - 1B'(MIN) SEE FOUNDATION PLAN HDU4 618.0 12-SM' SSTB18 65TB24 ¢1 SLOPE AWAY 7..<z>: FO MODEL NUMBER. 4&9N' I FROMBUILDING HDU5 LIB'0 24.7/8' SSTB28 SST83/ I STUD WALL PER PLAN HDUS 7/8'0 24.7/8• SSTB28 SSTB34 4001A. 1001A. HDU71 110 2W 7 N 1 12•141k 12•MIN ANCHOR BOLTS PER FDN. O MUDSILL SQUARE 2xRISE---�F 12'DIA, 3/B'PREMOLDED PLAN ATIBUMUDSILL PATTERSON 4& -�---.-�- E%P.JTMT'L ENGINEERING PER TBLHDU14 1'0 28' 2'CUR q J D 180°BEND 45°BEND 90'BEND CONC,SLAB W/ SSTB BOLT FOOTING AS SgUARE #3 @ 18,O.C.E.W. SLAB REINFORCEMENT DEEPEN FOOTINGAS REQUIRED STANDARD HOOKS AND SENDS 2'CLR. PER FDN.PLAN 655 CASS ST.,SUITE 404 TO MAINTAIN 3'CLEARAT 'MIN.1 D•501A ##S5��EEBBppRRg gMk1ppy�,����qq F.G. SAN DI CA CA 92109 3'CLR. HOEDOWN BOLT / (CJ�AOE40-I'Ah ND ONLY) - _ O WW'M.Pstero0neng.c0m 3'CUR / 0.6 DIA, #8 BARS BE MALLER 'MIN D-10DI R9THRU#11BARS 6'OIA. SLAB PER FDN.PLAN Z PHONE:858-605-0937 I- - 78'MAX D•10 DIA. 17/THRU p18 BARS (A•MIN.) 2'CLR. I-=! �I -i I - p FAX:858-605-1414 -� EDGE DISTANCES INCHES ANCHOR NOTES NG J 1- OMIN. f4" HOEDOWN (OPTION I) (pPTION 2) 1.USE SIMPSON SDS}1x2.1/2 ,`-' 1#5 TOP _ WOOD SCREWS. O _�_ 78'MAX. D 8'DIA,(1.1TY MIN.) I _15•- 10 MIL VISOUEEN WITH LA MODEL NO. Xi YI %2 Yx 2.USETHIS SCHEDULE FOR ALL HOLDOWN BOLT �� - - 7#S BOTTOM _ 2'SAND gBOVEAND BELOW �Q pPOFE a,ONg7 ANCHOR TOP VIEW HDU2 13/4 5 7-12 7-1/2 2x RISE D II I II EMBEDMENTS U.N.O ON PLANS �yII I _ TTTL W Posy, F X, HDU4 1J/4 5 7 3.THE EMBEDMENT LENGTHSARE BASED ONA "I 4001A. g0 DI A. J� f� a - z HD US 73N 14-i/16 7.7/2 It STANDARD SSTB BOLTS PER 6IMESON. 111 12'MIN. 12•MIN•I STIRRUP&TIEHOOK6 TIES 135°IMIN.I BEND 3'CLR. II_Ill TTi Tr= -Tij TT Z Y 4.WHEN USING COMPOSITE LUMBER POSTS, -p1 1YY ##3 BARS 11 LLL L1-LL 7���� 1Ll L' 5E 5829 HDUS 7.3N 24 113M 2/ -VT BAR IITI -T(T-11l TTj- Ial V, X, HDU11 23/4 2q NIA NIA SCREWS MUST BE APPLIED TO THE WIDE FACE #58ARS _- MIN.EDGE/ENDDISTANCE HDUi4 2JN 24 N/A WA OF THE C 6.ALL DATA SHOOLUMWN PER SIMP60N STRONG-TIE CO. 18'(U.N.o) 1'1L (OPTION 2) OPTIO 1 °TSTNUC7UPa•�p F OF CAVfOP HDUMDO HOEDOWN W DETAILS F ,' STEPPED FOOTING DETAIL HOOKS AND BENDS 13 STE g 5 FOOTING, EXTERIOR WALL 1 0 PROVIDE SHEAR PANEL BOUNDARY NAILING ON �L POSTrSTLOW D WALL END STUDS,TOP AND �f�--I PER STRUCTURAL BOTTOM PLATES I L L JA 2#5 GWSHEAR PANEL MUDSILL qNEND STUD STUD WALL PER PLAN 0 O 1#5 TOP T LEAR WALL PER PLAN9' 296 'U'BARS SAME SIZE 0.CONCREUNDA REINF, -'� ANCHOR BOLTS PERFDN. aCONTINUOUS SPACING AS WALL R WTOOTING PER FOUNDATIQV PLAN gNCHOR BOLTS PER FDN. PLAN AT P.T.D.F.MUDSILL wBEYOND PLAN AT P.T.OF.MUDSILL ENDSTUD STRUCPER SLAB REINFORCEMENT InN.G. STRUCTURALS PER FDN,PLAN YCLR. PERT DNINpLgNCEMENT lb - --•- - DOUBLE LAYER 2# C)-• 2'CLR, PERSLABEON Z O ^p .�:�.�: _ PERFDN PLAN CONNECTION OF STUD L L L e'MIN,N.G,_ N _ TO SILL WHEN SINGLE "-- ' 78' - A35 IS SPECIFIED --- " '''-"- - SLAB PER FDN.PLAN Q _ wz 3'CLR. (MA%UPLIFT 31510 9'MAX, SLAB PER PLAN _ L F•' 7Y MIN. I 10 ABOVE WITH I I I- " "^ 15• LTI -I 10 MIL VISQUEEN WITH Z -4a W 3'CLR. BOTTOM PUTS #5 TYPICAL A TYPICAL 2'SANDABOVE AND BELOW 7 75' T -� - SHEARPANELPER AS SHOWN A&SHOWN I 'll-I I-II YSANO ABOVEAND BELOW O Np W"'• m' SHEAR PANEL SCHEDULE 1#6 TOP 7 SINGLELAYER I'm 3'jT -� 3'CLR 1#6TOP K PAD REINF PER FDN PLAN -III I 3'Ci R� ll- I _I J„L-JU I-I I-'I L1 1#5 BOTTOM W MIN •ANE ASBHOLT III 10 MIL VISWEEN WITH I� Ijl' T- W PLATEWASHER **r f I I-I- 2•SANDABOVEAND BELOW '!rl I-�- I-III- Z PER FOUNDATION PLAN L-30'MINIMUM WHERE PA/PAHD/HPAHD HOLDOWNS OCCURS 18-(U.N.0.) 0 CONNECTION OF STUD TO SILL WHEN OTHERWISE 18'(U.N.O.) W DBE.A35 CONNECTORS ARE SPECIFIED LKO DIAMETERS IN CONCRETE.L48 DIAMETERS IN MASONRY MAxUPLIFr6go#) 0 PAD FOOTING, CONTINUOUS FOOTING 18 STUD TO SILL CONNECTION AT SHEAR PANEL 14 CORNER/INTERSECTION REINF.@ WALLS&FTGS. 10 FOOTING DETAIL n 6 FOOTING, EXTERIOR WALL 2CONCRE a a i'-0' 0@1Y O.C. O PERFOTESLAB/REINF. A CHITECT PERFouST:PLAN r-0' REINFORCING-Fy=60ksi =NT-U"_-T O PRSTRUTURAWALL FBJISHFLOOR SIZE TO MATCH SLAB REINF. CONCRETE LAP BARS-NON SEISMIC TENSION URBED PABLO PER STRUCTURAL L GRWND COLUMN PERMUDSILL 114, #4 CONT. f III p3' #4 p5 #6 q7 #B p9 #70 # NECESSARY. FRAMING PLAN W a PAREDES DEPRESSION 2500 75 ZD 30 d0 fi5 80 97 117 737 STUD WALL PER PLAN 0 4"OR GREATER 172'MAX.) N'PREMOL.OED 3000 15 16 24 33 53 66 BO 96 172 EXP.JT.MTL COLUMN BASE PER PLAN SHEAR PANEL a FOOTING REINF.PER FDN PLAN WHERE OCCURS P.T.D.F.SILL CONTINUOUS FOOTING BEYOND 4000 15 75 21 2g d6 57 89 B3 g7 e'x8'x8' EL.(858)-736-5370 ��" ���� PEDESTAL REINRPER FOOTING ANCHOR BOLTS PER FDN, AX(858)-729-0201 PAD REINF.PER FON PLAN 1L g Cut "^�""xIxY2.`1• MASONRY Dn SIDEWALK SCHEDULE PLAN AT P.T.D.F.PERF N � 6 05 LA JOLLA BLVD, N.G. 6, -,--�- CLR' X.""'+J'2'�'- 7500 2d 36 45 54 83 91 178 153 1g3 -jr ASPHALT/CONCRETE 2'CLR CONCELAB PER FON.PLAN cJi JOLLA,CA 92037 _- -I SECTION SAB'i'7REINF. ALL6PLICESARECASSB=131b(PERCBC1912) a WHERE OCCURS NG w p blo@paredes.com .� SEE PLAN 2,NS BARS T/•40 ku db-',M- _ #4 CONT.ALL v 3.db-&AR DIAMETER _ Lu AROUND EXTEND 4.WHERE HORIZONTAL BAR IS PLACED SUCH THAT 12-of - e C ""N.G. ll 3'CLR FRESH CONCRETEI6CASTSELOW,TABLEVgLUESSHWLD # _ -� III I iE REVISIONS 12'MIN �I J�T7TT1 I_III 3'CLR. I lll- DEPRESSION BE INCREASED BY 33%. 7 - SUBGRADE PER FDN.PLAN W SEESTRUCTURAL °• 15' III_ I _I AND DETAIL K 1 9/21/it MAX. DETAILS FOR a - �_ Q _ db y &')MIN) =III-I SLAB'T'7REINF. ADDITIONAL 2#3 n12•(MIN,) ° �.. - - 1#5 TOP W 2 12/2/11 TTTTTTjjj jjj-JIjJ,J,j III- ' II BE EPLAN REgUIREMENTS 30� _ 3CL? 'a°3'CLR. 1#5 BOTTOM U 3 rlll- - -1111T - I�j T�' T TT TT. I 'tex:p?'x1°..•'... I 3'CLR. TT-T'� �T �-T 11.-_ 5 12/21111 -IIIF -III EQ. Eq. r I 1� - -1TL- - I cn 5 WAL E K 12/20111' z/2a12 24yMIN) LAP SPLICE 18(U.N.O.1 L. REV REVISION DATE PER FOUNDATION PLAN SECTION CONCRETE (12'MIN1 TENSION REINFORCEMENT COMPRESSION REINFORCEMENT PER FOUNDATION PLAN F PAD FOOTING, CONTINUOUS FOOTING TYP.SLAB ON GRADE DEPRESSION DETAIL W 19 15 CONCRETE LAP SPLICE TABLE 11 PAD FOOTING,WOOD COLUMN FOOTING, INTERIOR SHEAR WALL p i4 I , TATUS 3 Z O INFO i RMATION DRA •' „ (N T,FOR.CONSTRCVJAG '^ N 13,PR LIMIMARY DRAVVINO;S,I ALLOWED N PIPINGBACKFILL _WEAKENED PLANE JOINT(WPJ) .g, 0IN TFIMQ Q Nr"vd�4lQTtAN¢; ®1° .. U). CH CK ET THIS AREA SAWCUT SLAB AS SOON AS OZ dN TFO CONSTRUCTION) COLUMN PER PUN '#3' POSSIBLE AFTER POUR ®PL N CHECK DRAWINGS. TRENCH SHALL NOT ''II SURFACE FEN UNDERMINE WALL FTG. Ye"--4F- Y WITHOUT SPALLING EDGES. .� ❑COTt'�u`( .Nt4R6'�EtTS. SIMPSON•CB•U.N.O. PIPE SLEEVE GRADE AOJOE NG ER 1 DN PERIMETER GRADE BEAM BEYOND 4 'S ❑OT ERB'' the PI.1iC0bie (WHERE OCCURS) rFMIN, PIPE REINFORCE PER PLAN Cf 1 U. .(NO IF lGmN9j@L16'JF�N CONIC SLAB PER FDN.PLAN -'llk a I) 1Lc ."L;, aol t�e P,JVisions of SUc IL q. IN, ALTERNATE WEAKENED PLANE JOINT(WPJ) 0 EXTENDFOOTING Z N.G. 36' ?.7 /'� 'U3' PULL TOPQUICK PER DEPTH ASREO'D. y CO TENT _ p (INSTALL PER MFR's Z RECOMMENDATIONS) .H. a FOUNDATION Ir I REINF.PER FOOTING 6'MIN, DETAILS I - '-SCHEDULE REINFORCE PER PLAN 0 18• 9-MIN 9-MIN. 18•MN. CONSTRUCTION JOINT(CJ) o 31 Q �-------' _ �26�MIN.X. NO EXCAVATION FOR SCREED KEY JOINTMA%. PIPE TO BE ENCASED PIPE TRENCH BELOW p - PRIORT�PIXIRE THIS LINE ,I, Q 03x3'-0•@32- PER N PROVIDE METAL SLEEVE WITH MINIMUM=•H'/3 FDN V,ELEVATION I.D.1'GREATER THAN THE O.D. CROSS-SECTION SLAB JOINTS SHALL OCCUR IN A SQUARE OR RECTANGULAR PATTERN WITH PUN 0 PER FDN.PLAN OF THE PIPE 16'-0'MAX BETWEEN JOINTS EACH WAY UNLESS OTHERWISE NOTED ON z PLANS. < DRA BY: CR/CKP PAD FOOTING, WOOD COLUMN PIPE LOCATION AT FOOTING W CHEC ED BY: CKP 16 12 CONCRETE SLAB JOINTS B DEEPENED FOOTING AT SLOPE 4 DATE: JULY 20,2011 SHEE NO. D-1 SIZE HANGER 2x6 LSU26 $rUND�R AILING(E.N) 2x8 LSU26 BEAMS PER FRAMING PLAN ATALL SIMPSON COLUMWPOST CAPD EDGES PLYWOOD x12 LSSU28 BEAMS PER FRAMING PUN PER PLANG WHEN PLYWOODJOINT F�] x72 LSSU28 D RUN LONGPLYWOOD DIMENNDICION L E.N. LSTA2418 @ EA RAFTER(RAFNABOVE IO'-15) HW CONNECTOR MISTORRAFNDI, II LSTA24 @ FA RAFTER WAND ABOVE HW CONNECTOR 3]ISTOR RAFTER. GGER END MINTS 16d @6'O.C. MIN.A65NOWN RIDGE/HIP PER POST PER PUN NAILING SIZE +� 2x4 FRAMING PUN �M�g NCpN 7 g I{ NOTEAULHAVED ON JOIST OR PATTERSON RAFTERS PER FRAMING O B ABRICpTED SP CIiI LLY S SHGGE TA RAFTER BEYONDALLS 0 NEC S ALL 3/e'EDGEDRAFT E. A7UPSPLICE ROOF SHEATHING B.N. ENGINEERING EFE .bISTSANORAFTERS DETAILA PERPUN \ SOLID BLOCKING@LAN WITH HANGERS FjNMN LL BE LAID OUT \\ 46•D.D w/(4)tod MlN. 4655 CASS ST.,SUITE 404 PER TABLE O DRAWINGS THE USE OF F4B'MOWLE TO SAN DIEG , A92109 SHNCIDE WITH PLYNO00ALTERNATE STRAP LOCATION TERN. JOIST OR RAFTER ww.attO O o (CENTER ONSUPPORT) iONGUEAIb GROOVE PLYWOODJOINT W FLOOR. ON UNBLOCKED PHONE:858-605-0937 FLooRs. E,". p FAX:858-605-1414 B � STRAP PER FRAMING PUN 7. WHERE JDI6T5 OR CC CONNECTOR (CENTER ON SUPPORT) RAFTER UPSPLICE E N N VALLEV OR CEILING CC CONNECTOR OCCURS AND PLYWOOD FRAMING ¢�1paFESIONy BEAM SPLICE WHERE OCCURS JOINT M CONTIN WUS, PER PUN BEAM PER PUN FRAMEJDISTS OR RIM RAFTER W/A35 W ve e RAFTERS PERDETAIL'A' (SEE SHEAR TRANSFER SIMPSON COLUMNIPOST CAPof 8. PROVDE BN.TO TOP PLATES, SCHEDULER a. W i COLUMN PER PUN PER PUN DRAG AND TIE BEPM6 SHEAR PANEL COLUMN PER PUN EAM AND ALL SIMILAR MEMBERS. 2x4 FLIT BLOCKING W/ PER SCHEDULE Z SE 5629 POST PER PLAN NAILING IRA) 9. WHEN BLOCKING IS NOT DETAIL B Yl'Y CLIPS AT EA.END (EITHER SIDE) RAFTER CONNECTION DETAIL NG IF EDGES!EROV DE CLIPS. OR TOE NAIL W/215d EA. 25 POST TO BEAM CONNECTION DETAILS END(NOWOODREQUIREDWHEN .,rS2pucTLIt P�r m T8G PLYWOOD OR WHEN BLOCKING IS SPECIFICALLY W E�Op'SIMPSL1POP 13 PLYWOOD DIAPHRAGM SPECIFICATIONS OMITTED) FRAMING PARALLEL TO ALL STRAP N•LSTA2q W_ r 5 STRAP @RIDGE O A35,CONNECTION TYPE 2 10,@12'O.C. -EA. $`F 1R'0%5'LAG@32.O.C. SISTER RAFTER TAIL O ' \ RAFTERS W/610d U V ` BOTTOM CHORD ROOF SHEATHING MUST 2x LEDGER T IDGE PER PLAN 2x4 AT 32'O.C. EXTEND UNDER CALIFORNIA �PLAN FRAMING TO RAFTER/TOP PLATE 2x4 BLKG. B.N. PER PLAN 0 ~� p DIA BRACE AT 45°TO 60° SHEATHING PER SEE CONNECTION RAFTER TAIL AT48'O.C.ON ALTERNATE 12'MIN SHEATHING B.N. STRUCTURAL NOTES HPERCONN ROOF SHEATHING a Q �% SIDES(REO'O WHEN TRUSS I 2x STUDPER DEPTH EX ONCS OR) / FRAMING PLAN 2x BOARD NOTCH AS REQUIRED 2x4 PARAPET SUPPORT PER PLAN — I � ^ M BOTTOM CHORD \ LINE OdPER RAFFRAMIN LOWING @i6'O.O 213HB.N.\ —� --� m O 2 STUD PER T HEAW WTYT-BAR LINE OF CRICKET FRAMING A35,CONNECTION SILL T FRAMINGPRT GRID SYSTEM W/ICC ROOF PLYWOOD TYPE NAILING 1 O V^ +�48'MIN.SPLICE 2'MIN.SUPPORT \ 2-78d EACH SIDE APPROVAL F- O ������C�,,,, ,,�qII� II',,"(2)16d COMMON @ 4.O.C. ATTACHED PER ICC REPORT \ / B.N. 45• A35 EACH / Z N W- p IS U.SIDE) / 2MIN. B.N. T EN. CEILING JOIST OR BOTTOM �I�/���IIYYee FIR LOG AT MID SUPPoRT SIDE CA 5I8'O M.B.B WAS HEIGHT WHEN PARTITION HEAW DUTY T-BAR / 1 ATTACHED CHORD JOIST OR Q yy @8'OG(4 EACH SIDE) EXCEEDS IO' 14'(MAX)FOR 2X4 GRID SYSTEM W/I REPORT —FIR BLOCK AT MID (WHERE OCCURS) LI 0ij� P.T.D.F.MUDSILL (MAX.FOR 2X6 REPORT HEIGHT WHEN PARTITION A.PER SHEAR TRANSFER Q Z U 22' ) APPROVAL f4'(MAX.)FOR2X4 SCHEDULE 24'O.C.(MAX. HILTI'X-CP 72-POWER DRIVEN BOTTOM CHORD EXCEEDS10' 27(MAX.)FOR2X6 2x SO LID BLOCKING W/A35 ANCHOR W/WASHER,145'9 P.T,D.F,MUDSILL SHEARPANEL SEETRANSFER SCHED. < O W I•w-. x 3'LONG,ICC-ESR-2379 12 MIN. HIITI'X-CP 72'POWER DRIVEN PER SCHEDULE w 0 / E.N. (EITHER SbE) IMPSON STC TRUSS UYIP \ ANCHOR W/WASHER,745'0 CCOONG,ICFESR-2379 2X CRICKET FRAMING RAFTER OR TRUSS PUN Ir W SHEAR WALLPOST PER PUN WPARALLEL PERPFNOICUUR ROOF FRAMING 2x BLKG @ 48'O.0 OR PER PUN 2 v 1 WALL PLATE SPLICE PERPENDICULAR FRAMING PER PUN FRAMING PERPENDICULAR TO WALL W P6 NON-BEARING PARTITION CONNECTION 2xB STUD WALL PER PLAN7 Z 18 CAL-FILL SHEAR TRANSFER 14 FRAMING TO WALL 1 PARAPET CONNECTION 10 o Q�In E.N. B.N. ROOF CONNECTION 6 FRAMING DETAIL it R.F.PER PUN � < 70d @ B'O.C. PLYWOOD PER PLAN 10d @ 12'O.C. B.N. E.N. LL H3@18'O.G SKEWED FLANGE HANGER W/ 1/2'Ox5'UG@3Y O.G A35,CONNECTION WNP212.2 2x LEDGER TYPE B.N.,2 ROWS UL NOTE:ALL CURVED PLATES O @ PLYWOOD TO BE CUT FROM2XI4. RCHITECT ROOF RAFTER PER PUN W/Bd @ 2 O.C.,B.N. B N 2x4 BLKG. ROOF SHEATHING PER SPLICE PLATES PER DETAIL 81Y O.C.F.N. UPPORT y3 H H SHEATHING PER PUN STRUCTURAL NOTES E N 2fiISD2.,TYP. W PAB LO BOTH SIDES 2x4 PARAPET JOIST HANGER PER PLAN BEAM PER PUN A35,CONNECTION @16'D.C. JOISTPERPLAN LSTA36@48'oC. 0. O PAREDES 2x BLKG (1}2x72 PER PLAN TYPE3 45° E.N. BEAM PER PUN 0 B.N. SILL NAILING a MST48 @(EDGER SPLICE B.N.,2 ROWS B.N. TEL.(858)-736-5370 2xREOC.O.C. (glt8d DOUBLE 5-16d A35PERSHEAR A35 PER SHEAR FAX(858)-729-0201 SHEAR WALL 2x8 LEDGER TOPPUTE (4)A35 CLIPS SCHEWLE [7:ff�EE-EATHNGPERPLAN TRANSFER SCHEDULE WHERE OCCURS W/3.70d@76'O.C. DOUBLE TO PLATE III KING POST PER I2/SD2 BEAMPERPUN 605 LA JOLLA BLVD. A35'e @ SPANS GREATER @ 24'O,C.(MAX.) A35 PER SHEAR 2x BLOCKING iRUSs JOIST HANGER PER PUN X A JOLLA,CA 92037 SCHEDULE, THEN 8'-0' 24'O.C.(MAX.) HEADER PER PLAN/TABLE PER PLAN E'N' RAFTER PER PLAN SILL NAILING SHEATHINGPERPLAN E.N. W )ablo @paredes.com EACH END OF HEADER B.N.2 ROWS 2x6 @ 16-0 C. @paredes.com RADIAL WALL TYPE I SHEAR WALL CONTINUOUS W 2x TRIMMER PER TABLE BELOW SIMPSON STRAP PER PLAN ALONG TOWER,FULL HT, EVISIONS E.N. GLUUM PER PUN SECTION A-A BLKG. 3/4•PLY W 10D @ 6'O.C.E.N. 2x STAGGERED BLOCKING JOIST PER PLAN SILL IX 1 LA H STUD MID-HEIGHT(8'-0') A BEAM PER RUIN 2x8 @ 16'O.C. JOIST HANGER PER PLAN 1512.O.C.F.N. T S 921/11 < PL H DWBLE STUDS SHEAR WALL PER PUN BEAM PER PUN /E'N' W 2 I 12/2/11 C.J.PER PUN I.@ 1Y O.C. OR POST PER PLAN WNP211-2 EA.SIDE O LA 2x8@18'O.C. H3 @24'O.C. 2x SILLPUTE BEARING WALL B.N.,2ROW5 A35 5 G E I 12/21/11 2 RIM HOLDOWN PER PLAN SHEATHING PER W 4 WALLS 12/25/11 N 5 PLAN CHE K 2x BLKG CONTINUOUS BEAM PER PLAN E N W 2/20/12 FRAMING DETAIL @70'OO.C. HANGER PER PUN OISTPERPUN O REV REVISION BOTTOM CHORD OF TRUSS DATE 27 BEAM TO WALL CONNECTION TJI FLOOR JOIST PER PUN V) STUD WALL PER PLAN SHEAR WALL PER PLAN W 19 (2)2n2 PER PLAN TRUSS TO WALL CONNECTION WEB STIFFENER WHEN SPECIFIED TYPICAL BEAM CONNECTIONS ROOF FRAMING CONNECTION '` 'D AWIN ,STATUS 6x6 KING POST PER 11/SD2 11 7 2x72 PER PLAN OPENINGSIZE M� , A GLUUM PER PUN NOTE:ALL CURVEDPLATES 3 ��'T L -z- ❑IN F R 710N DRAW NGS. A35 @ 7TO.C. WALL BELOW TO BE CUT FROM 1z14. ( SPLICEPUTES PER DETAIL E.N. T.. I (n O PN E IM RY DRARWIQQ6$�:hE LESS THAN Y-8- ROOF CONNECTION DETAIL LBTAis�Az"d�EfnTERRpF E6'ANDA801v LSTA36@4B'O.C. �ttP TOPPUTES PER�, N O(N TFORRONSTRUf,�)QNj. If ClECK SET 15 A35 PER SHEAR TRANS.SCHED. TYPEiSHEAR WALL FRAMINGPLAN un<D%.PLATES J (N T FORCONSTRU�71�1(1�Y,iYP. ROOFSHEATHING SILLNAILING I Ly 11 I•.F 0 P N EHEOK`DRAWINGS3'6<56 RAFTERS HION NST UCTIOH2.5�4'O.C. 1xAT i6'O.C. RIDGEPERPUN B.N. SHEAR PANELEN < N66'<]6' B.N.PLVTYPEISHEARPANEL BEARINGS NON STAGGER(4116dNAILS PERPLAN EN. POSTPERFRAfiIINL9IfPO1 (,ef,rAP��9ROOF SHEATHING PER RAN STUD EXT.WALL B 4x4 POST TORIDGE ttPE1SHEAR WALL CONTINUOUS L tl1 .IM- HERS( JI -'n trULU 17'e'<9.6• ERRING HIP OR VALLEY ROOF SHEATHING 2x INTERNEDLAjf�TvpjT ,T I"'N' •D' PER RAN ALONG TOWER FULL HEIGHT 4 9'6•<11'-0' bx12 2x4 7I8' 13/8' 73/8' 2� PER FRpMIN Or CrdN-.:a .�I.'.:ed l0 giV BEAM PER RAN H2.5@24'O.C. BLOCKING PEkBF'EAkLY•'•VIOIBILB ;a'L RIM BLOCKING 4 2 • 2-V8' 21/8' - MAX B NROOF SHEATHING SCHEDULE COO25S1'iailt+t;+/alai.SHEAR TRANSFER BLOCK 2x8 1 - '-x�- LESS THAN 5'-0' (3)2X6 7x10 2-3/8• 3-3Po' 33/4• • •N' 2x TOP PLATES) ifid@72.O,C STUD(SIZE PER SHEAR NTENT 7 SCHEDULE)AT BUTTING 12 TYP MAX 7.5'MIN. 1x6 @78'O.C. SHEAR PANEL EDGES, T -jr-- 2 tOdATB'O.C.U.N.O. EN' RADIAI-WALL STAGGER EDGEDES,AILS < FRAMING NOTES: 10d TOP 8 BOTTOM @ 12'O.C. 8'-0'<71'-0' 6 X 10 1.ONLY ONE MAX,SIZE OF NOTCH 606 POST TO 2x BLK'G ROOF JOIST ANCHOR BOLTS OR SILL NAILING p DETAILS 0. STAGGERED ON OPPOSITE SIDES 2 (3)10d @EACH STUD NOTCH OR BORED NOLE 'D'MAX �' RIDGE HIP OR VALLEY HANGER PER SCHED. PER SHEAR SCHEDULE RAFTER PER FRAMING PUN IS ALLOWED PER STUD MIN 6x6 CONT.K.P. PER PLAN OR •<GREATER 6 X 12 3 O RAFTER (3)76d @ EA.STUD 2x BLX'G @ HOLDOWN PER PLAN Q HANGER PER FRgMING SCHEDULE SILL NAILING 2-1f2'x14'BUILT UP RADIAL 24'O.C.WHEN OR VERTICAL STRAP 14'-0'OR GREATER 2.NON-BEARING STUD WALL PER PLAN LEDGER PER 9/SD3 FRAMING IS PERPUN a 2x72 @24'O.G SEE PUNS 4 IS DEHNED AS A PARTITION Z 2x148UILT-UP RADMLLEDGER WALL SUPPORTING NO LOAD E.N. PARALLEL PER DETAIL 9/SD3 < OTHER THAN ITS OWN WEIGHT 5/d' •D DOUBLE PLATE Al MAX OR BEAM PER PUN MUDSILL ER NI O 3.BORED HOLES SHALL NOT BE USE A35 FRAMING ANGLES @ EACH SIDE OF 6x6 POST I SISTERED CEILING JOIST DETAIL LOCATED IN THE SAME SECTION 8 PER SHEAR SCHEDULE TYPICAL HEADER DETAIL OFS7UDASACUTORNOTCH CONNECT TO PLATE OR FLUSH BEAM PL WOpDJ01NTANpSILIPLATENAILINGSHALLBESTAGGEREDINALLCASES < DRA BY: CFUCKP 28 24 ROOF SHEAR TRANSFER DETAIL NOTCHING OF STUDS FLOOR JOIST DBL.FLOOR JOIST 2A2x SILLPUTE MAY BE USED IF THE ANCHOR BOLT SPACING IS REWCED BY 50% O PER PUN PER PUN CONT.BEAM PER PLAN 3.PROVIDE 3'x3-x0.229'PLgTE WASHERS AT ALL ANCHOR SOUS 20 16 RIDGE CONNECTION DETAIL 12 ROOF FRAMING DETAIL N CHEC ED BY: CKP 8 SHEAR WALL 4 DATE: duLY 2o,2011 SHEE NO, n_9 NOTE'ALL CURVED NOTE:ONE JOINT PER CROSS RAFTERS PLATES TO BE RB-03 PER PUN 12'MIN SECTION.OFFSET JOINTS I3'MIN. PERPUN CUT FROM 2x14 NOTE:ALL CURVED PUTES TRANSFER SCHEDULE STRUCTURAL NOTES SEECONNECTION Z TO RE CUT FROM 2x14. x4@i6'O,C.WING WALL SPIICEPUTES PER DETAIL SIMPSON 2fi15D2.,TYP. HUC412 BN ROOF SHETHING PER PUN CONNECTION B.N. '1212 T' — PER 125D2 a (` 3'OC. PER ROOF RAFTER ° PATTERSON SCREWS TO T0�PUTES SHEAR WALL iT MSTCM60 PER PLAN U PER PUN In ENGINEERING EN. BEAM PER PLAN 3.OQ. 655 CASS ST.,SUITE 404 A A NP — f SANDIaRemCA92109 • 7x4@i6'O.C. .N. BEAM PER PUN EN. JOINTSTAPLE PATTERN 6x6 KING FULLHEIGHT OF ,CONNECTION TVPE3 R.R.PER PLAN POST RB-04 PER PLAN p µww.patleraoneng.com EACH SIDE PARAPET RADIAL BEAM TRUSS STUD WALL It EXTERIOR 3 1/4 70d @ 12'O.C. © SLOPED HANGER 1, IiHH 45° PERPUN PER PLAN Q�Q Q PER PLAN PER HANGER SCHEDULE PHONE:858-605-0937 WALL 12'0x5'UG@32'O.C. I� I� I� PERPUN MSTCMfiO TYPE1 ®—�—®—� 4�— -PERPUN 0 FAX:858-605-1414 2x LEDGER SHEAR WALL ' I 2x4 BLKG. STUD WALL PER SCHEDULE 6'0 C. V) H 2'PLYWOOD CCOMrHU PER PLAN 3'q'OSB, CONNECTION PER RAFTERS PER PUN ppoEEs,oµq 2x2,114'HSS 2x4 PARAPET SUPPORT TOPPUTES EN C.J.PER PLAN TVP. 121SD2 SIM.HSHEAR WALL @16'O.C. 204 fi'0 C PERPUN 6x6 KING UJPERPUN CBO6 BEYOND POST aA35,CONNECTION 2° TYPICAL STAPLE PATERN I PERPUNNPE3 RADIAL BEAM 1 x/ ZJ 1/4'x3'xl0'Wl((/)_"'X3' E.N. 45° N PERPUN ---"'���rrr CUR PLATE CUTSCREWSTOTOP PUTES -�B SECTION A-A CEILING JOISTSFROM 2x74 RADIAL BEAMHANGER PER PLAN pER PLANL PER PUNE.N. A35PERSHEAR 2.6 CONTINUOUS BLKG CONSTRUCTION ADHESIVE m9`rTRUCTUPP�'�P PLAN VIEW TRANSFER SCHED. @7U 0'O.C.(MAX.) HANGER PER PUN EACH LAYER WI 16 GAGE STAPLES 2x LEDGERW/ TF OF ogL`EaP 3-16D @ E.A.STUD W B.N. GLUUMPER PLAN SECTION POST/WALL ROOF SSHF�ATHING PER PLAN I- WING WALL ATTACHMENT 25 PER PLAN 17 ROOF FRAMING DETAIL 13 RADIAL BEAM CONSTRUCTION 9 FRAMING DETAIL 5 ROOF FRAMING DETAIL 1 WI HANGER ROOF JUST PER PUN E.N. PER SCHEDULE SPLICE PLATES PER 26/SD2,TP. A35,CONNECTION /B.N. 11 0E�LCG@320C W DN @ 16'O.C.CRIPPLE WALL lI r l E.N. SHEATHING PER 2xA BLKG, U v SILL NAILING PER SCHEDULE KJ_ NECTION TYPE STRUCTURAL NOTES 2x4 PARAPET W,PLYWOOD B.N. H SUPPORT WIBd@6'O.C.,B.N. ❑ I—� E.N. 2'O.C. 7IJH @16'O.C. 8/Y O.C.F.N. 0 204EDGE UP RADIAL CEILING PER PLAN PARADE'D.Q. -'lam B35,CONNECTION LY LEDGER PER 9BD3 FULL HEIGHT OF 'UG @32'O.C. B.N. A35,CONNECTION IL N O PARAPETGER 10d @ 8"O.C. E'N' 45' TYPE 3 Q O YWOOD H3 @ 16-O.C. ROOF PLY. A35 PER SHEAR .N, O PER PLAN SCHEDULE W L� @24-O.C.(MAX J lD \' u 8'O.C.,B.N. �/_1 C.F.N. -fEQUAL EQUALK E.N. 2xd BLKG. SIDES E.N.�� -I SCHEDUA36 PERLE SHEAR H 12'PLYWOOD 9N. TRUSS Z x x INC,SCHEDULE PARAPET SUPPORT W/8d @ 6'O.C.,E.N. 2x BLNG LTP4 @ i6'O.C. 1l9 H 817 O.C.F.N. 76'O.C. EQUAL EQUALA35,CONNECTION 2x BLKPER TYPE3 STUD WALL EN. N 2x4 i6'O.O ST6236 OR EQUAL 0 �rnu SHEARWALL PER PLAN lB SH RWAIL (U.O.NJ Z WHERE OCCURS kll\ WHERE OCCURS BOOR EOPTPUTESTRU" 2x BLKG.@48'O.C. Q O NOW O PER PLAN A35 PER SHEAR IVI M A35 PER SHEAR KING STUD 10d@60.C. Z W 0 TRANSFER SCHED. // I� I� (2)STUDS OR POST x ND r�i(]., SCHEDULE, 24'O.C.(MAX.) STRAP PER PLAN 2x BLKG. W .�Q E.N. PER PUN r^ BEAM PER PI AN W WALL OR EN, RIM OR BEAM Z HEADER x 2x6 CONTINUOUS PURLIN PER PUN NOTE:BEAM CAN SE FLUSH WITH z WHERE ROOF JOIST W/2-86 @4B'O.C•TW. 2x6W/28d PURLIN Z OCCURS OR ABOVE DOUBLE TOP PLATES. @ 70'-0'0 C. W 2x8@1fi'O.C. H3@26'O.C. 2x6 PURLIN W/2Ad BOTTOM CHORD OF TRUSS Z EXTEND PLYWOOD 2x6 CONTINUOUS ULA W/3 i6d @ O TO BOTTOM OF HEADER EACH PERPENDICUUR RAFTER TO BOTTOM CHORD CB-12 ELEVATION. OR 1.16d @ 6'OC.TO PARALLEL RAFTER PURLIN @ 68'O.C.TYPICAL 2a @ 16'O.C. W @ BOTTOM CHORD SHEAR WALL PER PUN F FRAMING DETAIL 22 PARAPET DETAIL 18 TRUSS TO WALL CONNECTION 14 STRAP DETAIL 10 DRAG CONNECTION 6 ROOF FRAMING DETAIL 2 a LL ARCHITECT ROOF PLY PER FRAMING PUNT DEL.ROW B.N. w PAB LO TOP CHORD OR RAFTER D.L.ROW B.N. W TOP CHORD OR RAFTER o PAREDES B.N.AT3'OIC OR USE ROOF PLY ROOF PLY It HOEDOWN HOEDOWN HOEDOWN E.N. DOL.BLOCK WHEN E.N. D_ SPACING LESS THAN 6'O.0 TEL.(858)-736-5370 HOEDOWN HOEDOWN W o POST p POST - E.N. G POST CEILING BEAM FAX(858)-729-0201 E.N. TRUSS TOP CHORD PER PLAN EN CHWAL EN 6605 LA JOLLA BLVD. HD POST PER PLAN Naie FRAMING BE OW BLOCK SOLID J E.N. E.N. RADIAL BEAM CEILING BEAM PER PLAN 6LocxauoaN.aEL DBL.ROW BLOCKING U LA JOLLA,CA 92037 SHEAR PANEL EDGES MATCH SHEAR 2x4 AT 16'O/C PER PLAN 89/SD3 IMPSON ODD µHERE RooFTRUSS A35 PER SH WHEN E.N.SPACING MAT ON DUAL FLIT AGAINST TRUSS w pablo@paredes,com ENETPATES PANEL PANELS HE MILE LESS THAN 6'O.0 BELOW MATCH SHEAR W NOTE: ®GOD E.N. 3-12xMEMBER (24'O.CMAX NAIL PER SHEAF oRATERNATE. PANEL ON WALL REVISIONS ALTERNATE BP1UON FRAME BELOW WHERE TWO SHURWN_LS W/DIFFERENT E.N. ggLLooN FRA4E PANEL SCHEDU E µqu E.N.IMERSECT,THIS E.N.SHALL BE AT CONT.PUTE,NAIL MATCH WALL AL SILL NAILING W ECK THE CLOSER SPACING OF THE TWO EDGE NAIL REQUIREMENTS SIMPSON ECQ pER SILL NAILING @32'0.C. BLOCK SOLID K 1 CORRECTIONS927/11 FRTCHW ELO 2x BLKG ON SHEAR PANEL CONT.PUTE T4 PER SHEAR Q C �'O M.B.@24'O.C.TYP. SCTN V 2x BLOCKING p NEL SCHEDULE , �� 2x BLKG@32'0. W 2 TI 12/2/11 WHERESHEATHINGIS U FL E HOEDOWN E 3 C R E TIO 12Y21/11 DISCONTINUOUS@ S D HOEDOWN HOEDOWN INTERSECTING WALL HOEDOWN TRUSS BOTTOM , I CC', WHERE OCCURS WALL/POST LPT4 PER SHEE.N. / E.N. x / W 4 WALLS 12/25/11 E.N. HOEDOWN POST E.N. HOEDOWN CHORD PERPUN HEADER PERPUN PERPUN CH SHEAR _ EOTTOM CHORD OR U) PL N HE K PER PANELSCHEDU k 2/2O/12 o POSTE.N. G ON WALL LPT4 SCHED LE BOTTOM CHORD ORCEILING JOIST LL TI o N o POST BLOCKING PER ARCH, OW PANEL SCHEDULE E.N. NTU26(MAX.) I I POST WHERE OCCURS E INGJOIST DBL.TOP PER PUN (EACH SIDE)BOTTOM EN DBLI TOP PLAESTUD WALL�TE RE REVISION DATE SHEAR PANEL RD TO TOP PUTES STUD WALL K- SCHEDULE(EITHER SAP REQUIRED Z SHEAR PANEL PER SHEAR PANEL PER W %'6 M.B.@24'O.C.NP. SCHEDULEWHERE SHEATHING IS PER SCHEDULE SCHEDULE 5 DRAWLING STATUS DISCONTINUOUS @ TOP PUTESHEAR PANEL INTERSECTIONS(TYP) NTERSECTING WALL � FRAMING DETAIL BEAM CONNECTION BEAM TO WALL D WALL SHEAR TRANSFER AT INTERIOR SHEAR WALLS )r 2 23 19 15 11 g Coy 1 -2 D.NFORMATI6146RAVVINGS. (NOT F(;R.CONSTRUCTION) PRELIMINARY{)RAWIN@S--. (NOT FOR CON$TRUG&ION)Ine CHECK SET CANTILEVERED 4x10 CANTILEVERED/x10 SHEATHING PER F 'z (NOT FOR CONSTtj{;MO�i.,. SHEATHING PER I� 0PLAN CHECI(IRA N�`5S PER PLAN BEAM PER PUN STRUCTURAL NOTES STRUCTURAL NOTES I , I O Q 0 CONSTRUCTION DOCUMENTS. CAN PILENERED4x10 u0!l UPERO OTHER53 I nDSOd CONNECTION CCCDQ _ (4)10d TRUSS PER PLAN LL� P NOT ROR CONSTRUC'R ROOFSHEATHINGPER PER 15ISD2 RAFTER PER PLAN STRUCTURAL NOTES U. CONNECTION rl6d@4'0.C.SILLNAILING 11 Ot lI1 U PER 7515D2 Y-., ROOF SHEATHING JOISTIBLKG.PER PLAN PER PLAN B.N. 2x TOP PLATES PER PLAN ER ,I 7 t' CO HI life pfO JISIOns 0)SUCt LSTA24 24'O.C. / \ 3N'PLV PER PUN 2x6 KICKER 4.LKG D BEAM E.N. EACH RAFTER F CONTENT A352x6KICKER B.N. a FRAMING TO CEILING BEAM IL I 2X RIM JOIST 2x4 PURLIN 3-12xMEMBER f DETAILS K.P. I BPER EYON55D2 E.N. A35 PER SHEAR U SCHEDULE Q TRUSS PER PUN TP�FR JOIST ` Cl HM SRAPZ BOTTOM CHORD Q SHEAR WALL TOBEAM PER PUN V) 2x BLOCKING@3Y O.C. WHERE OCCURS NSHEARWALL PERPUN 2x STUD WALL 2x12 CEILING JOIST Z KG CB-02 PER PUN PER PUN CCQ PERPLANzpER pLgy CEILING JOISCB-02 PER PUN G.LAM PER PUN STUDWALL HU212@RAFTER B C.J. CURVE a DRAWN BY: CH/OKP GLULAM LY PER PUN CCURS POST WHERE OCCURS 0 HANGER PER SCHEDULE PER PLAN CHECKED BY: cKP III RIDGE CONNECTION DETAIL FRAMING DETAIL 20 BEAM TO WALL ROOF FRAMING DETAIL ROOF FRAMING DETAIL FRAMING DETAIL 4 DATE: JULY 20,2011 SHEET NO. ISM' OOF PLY. zz a B.N. 0 4a 0 PATTERSON BUILT-UP FASCIA 0 ENGINEERINGuITE � 2X8 @ 24"O.C. O www.pEGO,ne A 92 1l2"0 THREADED SAN DIEGO,CA 92109 STUDS @ 24"O.C. US26,WELD PER 2x8 @ 24"O.C.,TYP. US26,WELDED TO ANGLE PHONE:858-605-0937 TYP. FAX:858-605-1414 3/16 TYP. 12xl2x3/8"HSS 00 PPOFf S,Opq! 3 1/16 Fp L6x3-112"x1/2" a (2)2X8,TYP. =I I \ s sEss2s m I I \ 64-1/2"02" / � ,qT rqucTUP Pa <I I w E CRUFO RAFTER TO ANGLE CONNECTION PER DETAIL 7/SD4 ' I I \ 0 4 6"x6"x3/16"PLATE N.T.S. RAFTER PER PLAN 1 0 / — \ OOF PLY. __8x4xl/4_HSS_ _ _ _______� w u PER DETAIL 4/SD4 ER DETAIL 4/SD4 ————— — — ——————— 0: ^ HSS 8"x4"x114" N a rc H N i 1 I I W L1o�o I 1 1 I 1 w Wdo 5 114 TYP. �\ / m u I I �� �ujo L6x3-1/2"x1/2" I 6x3-1/2"x1/2" \ I I 2 P. 0 8"x4"x1/4"HSS I I a W W O _______ ------- x4"xi/4"HSS dv�U PER DETAIL 6/SD4 "x5"x1/4"PLATE \ I i a W W L6x3.1/2"x1/2" \ I 0 O W O 4"x14"0/8"PLATE I 2x8 @ 24"O.C.,TYP. z YFyTyll x p� - L W a SS 12x12x3/8" z )�N LE TO HSS CONNECTION w W.T.S. N 3 TIES AT 4"O.C.AT TOP �mI 113(d),MIN 3-TIES F 1 I 1/2"CONCRETE SLAB W/1#3 @ 18"O.C.,E.W. o TYP. ____ ARCHITECT 6WN3/16"PLATE 3/16 FRAMING PLAN EACH =n I-1 II II I II ; •"' ; I1llT111=III— v2°�Zl 0 PARED�ES BEAM 3 3116 4 3116 #3 TIES AT 12"O/C "1 r T 17"xl7"xl/2"PLATE o TEL.(858)-736-5370 TO PLATE MIDDLE 1/3(d) 6)#5 VERTICAL FAX(858)729-0201 - - - 6605 LA JOLLA BLVD. TIES AT 6"O.C.AT BOTTOM 3'•6" 1/4 cJi LA JOLLA,CA 92037 ! 1/3(d),MIN 3-TIES w pablo@paredes.com w 4.5/8"0 A.B. IF 2-POUR REVISIONS 1l4 TYP. ( ) 12" IN. ONCRETE PAD w 1 a/z1/11 14'x14"x318"PLATEA a PLAN CHECK migis 2 L 111211, #5 EACH WAY I3/16 TYP. @BOTTOM 3 IX ° WALLS12n n1s HSS 12"x12°x3/8" j 2''6" 7"07"xl/2"PLATE PLAN—CHECK 2/20/12 LL 11/8— 12xl2x3/8"HSS O REV REVISION DATE •1.1/8" z 1 W.- COLUMN - BEAM CONNECTION HSS12x12x3/8" I 17 • CIESPERROSS SECTION S00 For ' 'DRAVN�I aSI, TUS 6 y� 4 A-AA Z ❑INF6Ai&TI0N-ORAV`R jq FjFj_'' '1 ,C.ONSTRUCCIb7V N.T.S. 1L" Q' ❑PRELIMINAR DRAWINdS..11 IS, (NOTFQR.QQTRUCI]'�wtl)g y. O CHECK SET' .�,I, ,n;z,; (NOT UREZO'JSTRUCTION) 0 M PLAN CHECK DRAWINGS, 6" 1/4 2.6„ ,/r ie i () m CON$4RU * don TYP. ./L1) GAZEBO SECTION on 1/2"0 THROUGH BOLTS,TYP. B N v 1/2"=1 �' r o iln W MgT�FpsR.0NBrRu¢irlbN9bIe " 2x8 RAFTER 1"TYP. TYP. to ,h vruv'slo:s o suc .halll aliM 1/4 O i CONTENT z a GAZEBO o DETAILS 6"x5"x1/4"PLATE 1"TYP. a 7"x12"x1/4"PLATE 5"x5"x1/4"PLATE 1/4 rn z z a DRAWN BY: CR/CKP 7 RAFTER - COLUMN CONNECTION 2 G�'O'�� UNDATION PLAN CHECKED BY: CKP N.T.S. 1/2" 7 DATE: JULY 20,2011 SHEET NO. SD-4 U) THIS ARC PREFmRED new ca.UTER II-T(-.s DlxExs,9xs)AVON D BY TMAS UFR. (LARESHOR--FR31) Top chord 2x4 DF-L W"Bet.(g) 't I �v ((3 Truss transfers a maximum horizontal load of 2000#(64.52 PLF) I,,, i',I",,�, '} 1\ ! - LL W got chord 2x4 OF 11&Bet.g along top chord, tram either tll rectlon, to supports where Indicatetl. Webs 2x4 DF-L W1 NBet.g Diaphraggmm rW connect loon are to b,deslgnetl by Engineer of Record. 1 ...... U Horiz Lbatls:Force(f) (PLF) Mbr Start Endco W Connectors In green lumbar(g)designed using NDS/TPI reduction factors. Case 11 2000 64.52 TC 0.00 31.00 i1i 1(I"\'' 2000 BC 0.00 11 Ill:'I',AI I if)IW ".I11 will\t:ON'rl\IUI IA'I't:HAI. I11tA<'1\f I(i.i1l (){t O (•')2 plates)requl re spacial posh)oning.Refer to scaled plate plot 90 mph wind, 15.00 tt a nggt,ASCE 7-05.CLOSED blew, Located I. 1Mril ON I I'It.':+III Il,N Ill"I'A AIiI HNATIVi;eNf+ � {,H,1.I.\,, c O O cafes is for specs el positioning requi remants. anywhere in roof,CAT 11,nEXP C,wind TC DL•4.2 pef, Ind BC DL=6.0 II,U I\f.)Ilt MI)I Dl+lit ) N U Z W psf. 1'N11 10 II'llh'.i1 Ill 'I .14"II ,a I:,,:'!, O O Q Max JT VERT DEFL'LL:0.21'DL 0.51"recommended camber 7/8 I.Rind reactions based on MWFRS pressures. AA I11117'O,I 'I t ." (O In Ileu of structural panels rlgla cal nogg a purlins IC 1 i NI1:1 t l� W Z CHORD SPAC ING(IN OC) START(FT) ENO(FT) Botm chortl checked for 10.00 psf non-concurrent bottom chord live \()Il:;r: 6 I' w BC 120 -22.65 7.65 lots.applled per CBC-07 section 1607A. I1 R,II I Deflection meets L/240 live and L/180 total load.Creep Increase factor Truss must be installed as shown with top chord up. II 1. .11 UNI1 'J'I'I I(ABih HAN('II1N(I\( IllE TI I(11'J1U )11NII.II I f10":nl'wl:h 0 for de load Is 2.00. III 'll)A\ )v I.M.i, rl) V\ll..11 IXIq(IN"10 i BRACING OR I'(Nil NI''NIII'Ii II`(1�11 F N I'1'.RNvri%I t I'.\( :+I•i'11II1)IN('ll.1111 1,10N (II 1l1`:I)II\I I,IC\11'111 Ill i('1 Nl� kh I(l\Ui:IBA 111',II \ll(ni'1(!\II': Ill)\,I\('. 3X8(")A Ill MIN Ilt l( 't X'll I'I ('I.I1 U IlRNATIFI I(it1(1\: (.I l Ilt: 11ItA.1\r Y f H Hlt\,is N<111 III'IA,': 6mrALPINE958+R 3X8("")m+ 4X6= 4%4. SX6. 4X4• 4X6• \ ') .:u I ul U.. .. v ..... 1 cl Aun ( I( T( trw Bmlmmpc Inananl,crol p.lnv� 114 8 B \ r t t\I .:I((a�' Au NI NO V RE 1111\III -\ °'r T \f: 1 It;N \1 .... 1 \, IG t }II\I v II 3_0-g \Il.l 1'I Ih IJ 11 Y )I: ! III t l�l'.r • Itllw NV \h \MENNI,I (<1W, .Xfi .NI'1«, UIl O4 tlU I:S1Ut I( .h.\trl'II ---- '--� Ili III',A,1. BX6. • 6X8.- --_--.__4X10 ------_- BXB. 6X6• FESSfO Ill'. Ili t I A%D.('AliBRA(1 'I'll HE iMh`I''1:IES AN)!GRAUIC : !NW' A,11)ll%IRIIt I NIJ:S'� 11PINIIIID 0'1'111,3t IK n\ .OA I V \M I?. IUII LIX(N. 1 H Jul r h:\'I'I:I(i('AH(IA al'.)I:INO.'01'WEB AI'I'IA'II)S(',Vl'1'1)PACT) 3-7.41 5-8-0 5-2 -0 5-8-0 3-10-5 5-B-0 5-8-0 5-8-0 5-8-0 3-10-5 I el 31-0-0 Over 2 Supports _1 R=1233 U-126 111=3.5" R•1233 U=126 W3.5" RL•2000/-2000 .... Design Crit: C8C201O/TPI-2007(STD) PLT TYP. Wave\R FT/RTw20%0%/10 0 10.02.06.1210.14 QTY:1 CA/3/1/1/-/R/- scale=.25"/Ft. _ ••.„,„••,,mxc ww w w.,ew wa x rm,w,." xwa w r w,w."',w.m'wTM,ro. TC LL 20.0 PSF REF R6004- 69968 + Amm Son D<go Ca'r 614:g(rR76] -- I 1 I'I•: Jv1 C- ]442 Miw,an Gap RJ.,San Dle6R CA°'vx io w, Iw.o no ra.u.r wery,w<wr rl rx.awn e.,. nxua,w AW„<x,x u'ere'•w,v>,e.wa„w•v,»w, nu»<ww, m erw<xm...re„.w ro,.mwm wa..was JN yI,WO ee TC DL 10.0 PSF DATE 07/21/11 N .. r ,wa»w Iww m , I 11 +I'1111 Il wem ,n,a rw wen rwnrnnw,m n,ror,n roar s o,„ri ro mm BC OL 10.0 PSF ORW uusRaoo4 nzoaooa •IwrwTmn••.w .w ro,„e „»uwr m cm,wcw,. ,a w,ro m w.,„rxa r.w«,,,w»m,«,w»w r,r,wx,«w,.n,w mw, s, „ BC LL 0.0 PSF CA-ENG LV7/CWC r,.rro wmu ro,uw,w !/ �1 • sos * TOT.LD. 40 0 PSF SEQN,_57445 Itw mllwSnmcRre cmoemmlow.mCeAnb 9 5c8riwgl a lob nww,.„«w rwro wm rwwroww,,ww,nw,,m awe wwnwew a rxme„max mww,ro,mrow aw,n,l w near, ex,<,wn.v.0,w.ro.w e,...ww r,n,w,w,m,„x.wnr.k«,rrrw n,„"..„„v �em �aDUR.FAC. ry SA CING 21 4.2.-05-" JREF_- 1U-D-T_-00 Z 0- w IF-mmi PREPraEo FRIA 00APUTER INPUT()Ones m DI.NSIDx5)SUBMITTED BY TRU53 UFR. (LANESHOR-oe SPT56C2.5) (LANESHOR--FR31(DBL)MECH) 90 mph wind, t8.60 ft mean h t, ASCE 7-05, CLOSED!41d Located 7 rap chord 2x4 DF-L W18Bet.(g) 2 COMPLETE TRUSSES REQUIRED eoi chortl 21B DF-L f2(g)t(g) .T7 2xe DF•L w2(g): g Z Z Bot chord 2x4 DF-L ft&Bet.(g a anywhere In roof,CAT I11 On IV, EXP C. wlntl TC DL•4. psf, wind BC Webs 2x4 DI W1&Bat.g Neil Schedule:0.131"x3"nal is Webs 2x4 BF W76 et.(g) DL•6.0 par. I I Top Chord: 1 Row a12.00"o Connectors in green lumber(g)designed using NDS/TPI reduction factors. Right cantilever exposed to wind. ew+•+ Connectors In green 1lamber(g)designed using NDS/TPI reduction factors. Bet Chord:1 Row a12.00"C.c. Webs 1 1 Row • 4"o. . (a)Continuous lateral bracing equally spaced on member. Use equal spacing between rows entl stagger nails special loads Special (bads in each row to evoitl splitting. --•_(Lumbar Dur.Fec.•1.26/Plate Dur.Fac.•1.26)) In Ileu of structural panels rigid c Ilingg a purllns'. --(Lumbar Dur.FIA-1.25/Plate Dur,Fac.•1.25) TC.Fram 60 plf et 0.00 to 80 plf at 1.00 CHORD SPAC ING(IN OC) START(FT) END(FT) (� 7C-From 60 pIP et 0.00 to 60 plf at 7.00 Truss transfers a maximum horizontal load of 201(64.52 PLF) TC-From IN, If at 1.00 to 135 If at 5.00 BC 48 23.00 79.00 (V L0 TC-Fran 135 plf At 1.00 to 135 plf at 5.00 long top chord, from either direction, to supports where indicated, TC-From 60 plf et 5.00 to 60 plf at 56.00 TC-From BO plf et 5.00 to 80 plf et 7.00 DlaphrAlgnm end connect ons are to be deslgnetl by Engineer of Record. D P Deflection mseta L/240 1{ve entl L/1 BO total lbetl.Creep Increase ` � �I TC-From 135 plf at 7.00 to 135 plf at 11.00 Horiz.Loads:Force(#) (PLF) Mbr Start End BC-From 20 psf et 0.00 to 20 pit et 56.00 factor Tor tlee0 Icatl Is 2.00. C\1 TC-From fi0 plf at 11.00 to 60 pIP et 31.00 Case 1: 2000 84.52 TC 0.00 31.00 Wind loads and reactions peaetl on MWFgS with additional CAC member BC-From 20 plf at 0.35 to 20 pIP at 30.65 2000 BC 0.Go design WARNING: Furnish a copy of this DWG to the installation contractor. ('•)2 plece(s)require special positioning. Raper to scaled place plot 90 mph wind. 15.00 ft een hggt,ASCE 7-05,CLOSED bldg, Locatetl Specl..care must be taken notdur. be handling shipping and inatwllatlon V M U details for special posits ons ng requi remants. PSf,rflere in roof,CAT II,E%P C,wi ntl TC DL-4.2 psf,wind BC DL=6.0 Left end vertical not exposed to wind pressure. of Crusaea. See WARNING"note below. Max JT VERT DEFL: LL:0.10"DL:0.30"recommended camber 1/2" Truss designed for unbalencad live load. Wind reactions based on MWFRS pressure,. W Bottom chord checked For 10.00 psf non-concurrent bottom chord live load In Riau of structural panels or rigltl cellin purl Ina: Applied per CBC-07 section 1607A. gg W CHORD SPAC in(A OC) STAiq use END(FT) Truss must be Installed as shown with top chord up. BC 1B -22.65 7.66 4XBm N O The TC of thin truss shall De braced with etiaehetl spans at 2/"OC In Deflection meets L/240 live entl L/180 total load.Creep Increase 7X8. EX6. 0 lieu of structural sheathing. factor for dead load is 2,00. 2.6 7X6zw 7X8. ! 71) 3XB(e")is Men 4X4• 4X4• 4X6• SX6. � .2'6 SX6® WN J 6X . 6X6. 4X10• 6X6. 8. 3X10III SX6. 4X10.6X6. 6X6• Mae B%12Am 3X41U 4X8(A1)= O �jf ex8 J 4 �ro--7•B_t3-'ml`-8-9-3 '_8-g_3-'Ir7.7.1-m1.4.1 D-O R•I„rl'A 7-0.0 -11.0-0-'� U) \J J J -- 5-8-0 5-8-0 3-7-4 a 1 18 8 0 39.6-0 _1 3-13-0-7-54 III -B-0 65-89-00 5-B-0 5-g-0 3-10.5 1 _ 31-0-0 Over 2 Supports _I 55-0-0 Over 2 Supports R=1719 U=169 W=3.5" R=1347 U=133 W=3.5" R•1447 U•232 W3,5" R•3157 U•672 W6.5" RL•2000/-2000 RL.20/-161 Design Crit: CBC2G10/TPI-2007(STD) Design Crit: CBC2010/TPI.2007(STD) .,t25"/Ft. PLT TYP. Wave\R FT/RT=2O%0%/10 O 10.02.06.1210.14 QTYA CA/3/1/1/-/R/• Scale=.25"/Ft. PLT TYP. ITWBCG Wave\R FT/RT•20%O%/10 0 10.03.04.0601.16 CA/3/1/1/-/R/- Scale .. ••mwup••wmm,wmr mwv<wm,x ruuunm,w.a,w,w,w,ro.,w+uuw m ew,ro. 5en Die Ca.Tmel 619.7tlbtl]tl7 '•aYNI.^mw»e mwm'.mw<.m Ix rrnm»,r wro.,ro. u,,.rm Im.w.,«o wm we gym' TC LL 20.0 PSF REf R6004- 8060 F"r ... Sm Dlago Ca Twn 6i?:RD-8187 www.,m, ,wr.m...,. TC LL 20.0 PSF REF R6004 69989, 744:M w B S. ie4ofA""""mwe Iw xn,m<«ww,em wr,n x«wwnm, ww .; pwFessrq _- _. - /12 SC"Ti INC. ]441 Miwon GD Rd.San DI CA ro ra en »v vwro<wwrw w.r,. wa«"von.r,w',w"<v w.v,v .... uuw GRr a Rd,S D v,w» ._..,- rae sea wR,„.a.,„a,.e„n,,vwrw, „wn wo mw lwam w wm<••w:eYO°r« R W,yf TC DL 10.0 PSF GATE 07/21/11 m...o«br • .rnn,ro me, TC DL 10.0 PSF DATE 01/31_- wreww ea u.e an,n rw°"wnr mwr ae ro,w m em""ra,Il,«o mem rwn,we. / wvwew,Iry n rmrU F ,e.wow<n D W.h, _._ -.- r en,wm e,e,m weir °weir nn.exm a,xxw,w«w•w wo ewm<row,wvv ww 1.414`�N W,C F .._.._.. _.. ....-_ m.'hr':n<•,:o.Am B.A.uw ww rmr.,...naxeu»,w„w..r,wu.«.wow cxe,o,mu ww �o�• c� - �A I c tT,w BC OIL 10.0 PSF DRW I-SRa004 1120200] fF �' Y BC OL 10.0 PSF DRW c4usneoop.l2wtood ••enCO t0 wxrro,e w won,w ao'ro wo we m,m IagmTPXT••rwr»x,wr,or w e on,w ro,xe , ••ewXTnXr••rw,w,w..w,x,w.w,<,. x.„v„m<n,rwmw ,mwmwwwwem« al -- •. wr. on,n,w<m.ww.e BC LL 0.0 PSF CA-ENG GWH/GWH_. l,l. s i. ,rizr+(lon s ,x„.,ro,w,rwmr,we rw ,w„m m„w,r rr...,.,,m w.e,«e„ar• BC LL 0.0 PSF CA-ENG LVT/CWC ...,.--.. __� wow w«wn.wr ee ee«wmlwnoei.,mx r.w ro,x.o / ,r H c 55004 -- - °c panda g ALPINE „°Yewra:•wr r rx,. m rm u.ro w m ro.x,r.»ro,mw m w,wwn _ AVINE «<waww'.,.« w F.anw„m '«n.,w. .. na c43e4s TOT.LD. 40.0 PSF SEQN- 57446 /Y 3 TOT.LD 40.0 PSF SEgN- 714�5__- "lit * * i.LkQ]x w 7 ,rm n«xm OUR.fAC. 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DATE 02/06/12 SHEET TITLE ROOF TRUSSES T-1 SHEET X OF 69 I REVISIONS BY 08-11-11 JOS 6 FM O ,--ram —1 .�� 20GCFM o¢ 2SivEM 2'C�Fd EE 0.0 u AC AC11 �F T �,qpf-�I/� ° EF 0 / 0 i 5.0 1 y _1 y 111LLL���...•� Yf�`��Yf iii 140 60 / ° y 0 t® 1pOCFM i �` + 80 ®EE 1 ya I xE�l 100 0 + EXAM 1 I y 160 — --�' OOC M 60 12$QS�NI + (57 �Ilu—^ L@ 1 �p'y^ �.� -� &Ei I QOCL RLQ I� I140 ,I 300CFM _JI —Z 1 - II�c� , L�L�\ ,u;y l 140 ■ GG'M 4 10 ®Agt sa n0\ F EzAM 0 8 I VT ION 200 140 60 C9BI�QQR - Jt� �/ ❑ � ❑]49QS �\\O � �QQLI��I II •+ 250CF 100 1 1 U-� + 4fElGE ° + V�°'y D �L Q1 UNE 0 1R tp 6a 130 100 140 ATION 12REP ❑ � 140 � 6¢ PHARMACY 40i 400CFN @AR 0 F Ym n��Q.A µPOF��ESS'prJgrt9,00CFM 140 20 1 .`—� SQ CE I SdBBIQQft a xo.xosem i \ ❑ ❑ �/ L/ Ei #51 �- —J Q9L]9B S SfJSE sa I� -�—f z 00 --- log /�O / O SAJPILQ I ❑ I e . V�glIlflS @4QL =— �j l5 _ 94SfA1 -- /� �_ ❑ S00 FI we STATION -- + + 100 80 I �/ B� - I + I I �1 ❑ y ,Q�u® �� J F e0 ® ❑ ❑ V Lousy '®� I ❑ 'L I J ❑ STATION F� --- ° Im a �� o ' zoocFM O _ _ =ITIONONLCE10E + 200CFM + _ I 0 ACES BATH Q -- I 12a_ �CfM ® oa 120 �p 60 M ICJ ❑ _� 04 R RECEP N ' N ID UJ 100 El ❑ NOTES: LL—� � y liJ Q PROGRAMMABLE THERMOSTAT t�tl Z LLI� WITH OVERRIDE CONTROLS. O O ° ° 0 `1 J O ° g_j ° + KEY NOTE: ®r` WALTtKQB.� ui vw Lu THE HVAC SYSTEM SHALL BE BALANCED IN ACCORDANCE \ I l - � WITH APPROVED NATIONAL STANDARDS.CG130 5.410.4.3.1 ALL DUCT OPENINGS AND OTHER AIR DISTRIBUTION COMPONENT ®i» ° + ig ° W II 0 \\\ S99S.EN. J I OPENINGS SHALL BE PROTECTED DURING STORAGE ON THE -- L--- Y CONSTRUCTION SITE UNTIL FINAL START-UP WITH TAPE,PLASTIC, SHEET METAL,OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OF DUST AND DEBRIS WHICH MAY COLLECT IN THE SYSTEM AS PER CGBC 5.504.3 a �z U W O a HVAC LAYOUT PLAN SCALE 3/16"=1'-0° ^ .NC'.E dS INC. is (.Ay.C,,:.,rt5. or r: ),I r`,3 permit hasc:;l n h; r In ::on1twu to d(pli• le ive such DATE: 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS OF AWN BY: JOS #6 APPROVED BY: KEY NOTE: SHEET NUMBER THIS PROJECT SHALL COMPLY WITH THE 2010 CBC, CMC, CPC, CEC, CGBC ALONG A /� WITH THE T-24 ENERGY STANDARDS. �\V/� EVISIONS BY i 08-11-11 JOS PRO9FhTERNAL SMOKE FIRE DAMPER IN ALL NEW EQUIPMENT.PROVIDE NEMA 0 ENCLOSURE. Y4J ILpC ® 3 AC AC TERNAL SMOKE FIRE DPER IN ALL ®/43gp 6 Q ® O NE05 W EW EQUIPMENT PROMDE NEMA 4K�ENCLOSURE. LLLJ SD 5.0 So5.0 6.0 Pi AI � \ i1� 400CFM ®/44 ®A44 &#44 �m AIP MONNG SYSTEMS TO fiE INTERLOCKED W11H �E3 6 ' p SMOKE DETECTgt LOCATED IN THE SUPPLY ®� o a o WCRNG OF AIR MONNO SYSTEM.p5 PFA -C '. Y0T0 CMC SECTION 806.0 p"' �'�' ESSIp_ FPY•H R., xa Ww" a F .b/:AlLD2� k' S \GP �cA J ------------------ Q --------------------------------------------------------------------------------------------------------- U M IA N �Coll L-J L 1 , C LL W/0 G w 01 Lu 'cr n/ z YO LL z 0 W gJ �LU 2 C) �LU Cn �3 W w z U C, a HVAC ROOF PLAN SCALE 3/16"=1'-0" rES INC. I1G�to I w"•' . .rat PCndin w n)it based 0 he coilstrLIod t oc.�,la dTe ,Pplicabi V to 0'.v P'uvISiur;s of su^ rlty iu� DATE: 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS DRAWN BY: JOS APPROVED BY: SHEET NUMBER M2 RE VISIONS BY 08-11-11 JOS MECHANICAL MANDATORY MEASURES NOTES MECHANICAL LEGEND DETAILS DETAILS EQUIPMENT AND SYSTEMS EFFICIENCY SYMBOL ABBREV DESCRIPTION 0 EARTHQUAKE RESTRAINT O ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE 1--SA SA SUPPLY AIR DUCT ©1/4'NEOPRENE SOUND PAD APPLIANCE EFFICIENCY STANDARDS MAY BE INSTALLED ONLY IF THE MANUFACTURER �B Q'D"DIA.STUD HAS CERTIFIED TO THE COMMISSION,AS SPECIFIED IN THOSE REGULATIONS,THAT THE RA RA RETURN AIR DUCT MENT TO EDUIPMENT Y�A APPLIANCE COMPLIES WITi THE APPLICABLE STANDARD FOR THAT OTHERS) TIHAT APPLIANCE, INCLUDED WALL-� (BY OTHERS) r7i 11 ARE ROOM AIR CONDITIONERS,CENTRAL AIR CONDITIONING HEAT PUMPS(REGARDLESS OF CD CEILING DIFFUSER ©9/16"CIA `� CAPACITY,EXCEPT THAT REQUIREMENTS FOR CENTRAL AIR CONDITIONING HEAT PUMPS ® 3/4'CONDENSATE LINE BY �3 WITH COOUNG CAPACITY OF 135,000 BTU/HR OR MORE APPLY TO HEATING PERFORMANCE PLUMBING CONTRACTOR CR CEILING REGISTER BUT NOT COOLING PERFORMANCE),OTHER CENTRAL AIR CONDITIONERS NTH A COOLING B •,� CAPACITY LESS THAN 135,000 BOILERS,FAN TYPE CENTRAL FURNACES NTH INPUT RATE O THERMOSTAT 8 LESS THAN 400,OgT BTU/HR,BOILERS WALL FURNACES,FLOOR FURNACES,ROOM HEATERS, UNIT HEATERS,AND DUCT FURNACES SHALL HVE BEEN CERTIFIED TO THE CALIFORNIA DUCT SECTION SUPPLY AIR �- Fes�f-•- ENERGY COMMISSION BY ITS MANUFACTURER TO COMPLY WITIi THE APPLIANCE EFFICIENCY B A STANDARDS, DUCT SECTION RETURN AIR STYLE STYLE O THE FOLLOWING SPACE CONDITIONING EQUIPMENT MAY BE INSTALLED ONLY IF THE O I-1/4"TAILPIECE FROM 3Y5_ OSR MANUFACTURER HAS CERTIFlEO THAT THE EQUIPMENT MEETS OR EXCEEDS ALL APPLICABLE �- MANUAL VOLUME DAMPER LAV.P.O.PLUG I 2 IRE EFFICIENCY REQUIREMENTS LISTED IN 112 OF THE ENERGY EFFICIENCY STANDARDS:ALL AIR CONDITIONERS,HEAT PUMPS AND CONDENSING UNITS>135,000 BTU/HR,ALL WATER ROOF TOP HEAT PUMP UNIT. 1-1/4"CHROME PLATED CHILLERS;ALL GAS-FIRED BOILERS>300,DDO BTU/HR;ALL OIL-FIRED BOILERS>22BDOO RTU HP LETTER AND NUMERAL PARTITION TEE 1 OFESS/qu, BN/HR;AND ALL WARN AIR FURNACES AND COMBINATION WARM AIR FURNACES/AIR INDICATES UNIT DESIGNATION, 1'RATED DEFLECTION m APK HRI"I( CONDITIONING UNITS>22SOD0 BTLII FAN TYPE CENTRAL FURNACES SHALL NOT HAVE A MAX. IN,FRE DIMENSIONS PILOT LIGHT. EF N p ti 9 y EXHAUST FAN,LETTERS AND 1-I/2"� LOAD HT (INCHES) a X ®® UMERALS AS ABOVE. (LDS.) (IN.) A ¢ ' P.O.C.BY PLUMBING GI.3 %PING,EXCEPT THOSE CONVEYINGB FLUIDS TE TEMPERATURES BETWEEN TAN AND 1123. OR ® EXHAUST REGISTER. CONTRACTOR WITHIN HVAC EQUIPMENT,SHALL BE INSULATED IN ACCORDANCE WITH STANDARDS 123. � W O AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED,INSTALLED,SEALED AND INSULATED - DO- CONDENSATE DRAW TRAP PIPE I � �8� 6 2 3/4 2 7 3/6 1 pR 5 AS PRINDED IN CHAPTER 10 OF THE UNIFORM MECHANICAL CODE, 1-1/2" CONTR CFM CUBIC FEET PER MINUTE 1266 5 10 1/4 5 3/4 2 1/2 11 3/4 OLS 2 SME OV5 ODO EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED NTH AN AUTOMATIC TIME SWITCH AC MR CONDITIONING 82 SiriE/OSR 9 3/4 5 4 1/4 10 3/4 NTH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM DURING OFF HOURS FOR UP TO FOUR HOURS. THE TIME SWITCH SHALL VE CAPABLE OF U.O.N. UNLESS OTHERWISE NOTED. ANOAUTOMATICMMING DHOLIDDAAYT"SIIUTSCHEDULES OP FEATURE DAYS AND THAT TURNS OFFS LOADS FOR AT INCORPORATE LEAST HVAC CONDENSATE TO LAV.TRAP DETAIL scuE 1 ROOF EQUIPMENT VIBRATION ISOLATION DETAIL uALL 2 HEATING C NTIUO IN 24 HOURS,THEN RESUMES THE NORMALLY SCHEDULES OPERATION;AND HAS PROGRAM AND MR CONDITIONING NONE M4 NONE M4 BACKUP CAPABILITIES THAT PREVENT THE LOSS OF THE DEMCE'S PROGRAM AND THE SETTING FIT FIRE DAMPER ©- FAH AT LEAST 10 HOURS IF POWER IS INTERRUPTED. OM CUBIC FEET PER MINUTE WALL STUD KEY NDTF9� fi EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC O CONTROL WITH THAT RESPONDS TO TEMPERATURE IN THE ZONE. THER SMOKE DETECTOR E USED TO CONTROL 5/8"TYPE-"X"GW9 m ® SD Q . I N HEATING,THE CONTROL SHALL BE ADJUSTABLE OOWIN TO 557 OR LOWER. FOR COOLING,THE FIRE TAPED 0.B 5 OF UNIT SHALL BE EXTENDED 5 N MINIMUM BEYOND 8 DOWN CONTROL SHALL BE ADJUSTABLE UP TO 85F OR HIGHER. WHERE USED TO CONTROL BOTH OVER TOP OF CURB N W HEATING AND CODLING,THE CONTROL SHALL BE CAPABLE OF PROVIDING A DEAD BAND OF COD CEILING LINEAR DIFFUSER HEADER © FLASHING RECEIVER L.L W 1p AT LEAST 5F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING IS SHUT-OFF OR 1 1 I �U READUCED TO A MINIMUM, GENERAL NOTES Q L I B 20 GA.x 12•LONG FASTENERS O 0 WOOD NAILER SLEEVE =L O . E�THERMOSTATS SHALL HAVE NUMERIC SETPgNiS IN F. © COUNTER FLASHING W I- U)m LU © THERMOSTATS SHALL HAVE ADJUSTABLE SETPOINT STOPS ACCESSIBLE ONLY TO AUTHORIZED I. AC PIPING(EXCEPT CONDENSER WATER PIPING)SHALL BE INSULATED IN ® SEALING MATERIAL SHALL z Y O PERSONNEL. ACCORDANCE NTH LOCAL CODES. FIRE ASSEMBLY PE,CONTIRUOS ON THE J 2. AC DUCTS SHALL BE CONSTRUCTED,INSTALLED,SEALED,INSULATED IN ® UNIT MOUNTING CURB W Lp W VENTILATION ACCORDANCE'NTH STATE OF CALIFORNIA AND/OR APPLICABLE CODES. ® INSULATION O C0.NIROLS SHALL BE PROVIDED TO ALLOW OUTSIDE AIR DAMPERS OR DEVICES TO BE 3, ALL AIR CONDITIONING UNITS SHALL BE EQUIPPED NTH A THERMOSTAT U r-LU OPERATED AT THE VENTILATION RATES AS SPECIFIED IN THESE PLANS. CAPABLE OF PROVIDING SEPARATE CONTROL FOR BOTH HEATING AND ® FASTEN COUNTER FLASHING Y 10 GRAVITY OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN SHALL COOLING NTH A SET POINT UMITER AND A TEN DEGREE DEAD BAND. APPROX.18"ON CENTER r� 4. ALL EXHAUST FANS SHALL BE EQUIPPED BATH BACK DRAFT DAMPERS. SUPPLY RETURN BE PROVIDED ON THE OUTSIDE MR INTAKEO AND DISCHARGES OF ALL SPACE CONDITIONING AIR DUCT AND EXHAUST SYSTEMS. 5. THE MECHANICAL CONTRACTOR SHALL VERIFY THE TOTAL STATIC x L J 11 ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR READILY PRESSURE FOR THE FINAL DRIVE SELECTION. ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE,EXCEPT 6. AC UNITS SHALL BE PROVIDED WITH FILTERS SUBMIT FOR ENGINEER /E 11 , FOR COMBUSTION AIR OPENIN, S. APPROVAL, 7. ALL DUCTWORK INDICATED ON THE DRAWINGS IS SCHEMATIC,THEREFORE MIN.1-1/2°X1-1/2"%16 CA. 12 AIR BALANCING:ALL SPACE CONDITIONING AND VENTILARCN SYSTEMS SHALL BE CHANGES IN DUCT SIZES AND/OR LOCATION SHALL BE MADE WHERE MOUNTING ANGLES BALANCED TO THE DUANTIES SPECIFIED IN THESE PLANS,IN ACCORDANCE NTH THE NECESSARY TO CONFORM TO SPACE CONOTIOS WITHOUT ADDITIONAL ALL AROUND-SECURE NATIONAL ENMROMENTAL BALANCING BUREAU(NEES)PROCEDURAL STANDARDS(1983),OR COST TO OWNER. NTH SELF TAPPING ASSOCIATED AIR BALANCE COUNCIL(AABC)NATIONAL STANDARDS(1986). 8. THE MECHANICAL CONTRACTOR SHALL BALANCE AC SYSTEM AND SUBMIT SHEET METAL SCREWS REPORT TO ENGINEER. WALL FIRE DAMPER DETAIL SDA E 5 E 13 OUTSIDE AIR CERTIFICATION:THE SYSTEM SHALL PROVIDE THE MINIMUM OUTSIDE AIR AS SCALE ¢ w SHOWN ON THE MECHANICAL DRAWINGS,AND SHALL BE MEASURED AND CERTnEO BY THE 9. REFRIGERATION LINE SETS WILL HAVE A TRAP AT EACH FAN COIL UNIT NONE M4 COUNTER FLASHING DETAIL NONE M4 Q INSTALLING LICENSED C-20 MECHANICAL CONTRACTOR. N8W SLOPES 1/8"PER 5 FEET TO THE POINT TI THE VERTICAL RISER. Z A TRAP WILL ALSO EXIST AT THE ROOF PENETRATION TO A HEIGHT THAT r 14 FIRE DAMPERS SHALL BE INSTALLED PER SECTION 713.11 AT ALL DUCTED OR UNOUCIEO FULL ALLOW A PITCH OF1/8'TO EVERY 5 FEET BACK TO THE CONDEN- U AIR OPENINGS AT PENETRATIONS OFCEILINGS OF FIRE-RESISTIVE FLOOR-CEIUNG SING UNIT. MECHANICAL UNIT ASSEMBLIES,OCCUPANCY SEPARATION WALLS,CORRIDOR WALLS,AND SHAFT ENCLOSURES. 10.EACH UNIT MUST HAVE A LOW PRESSURE CUT OUT. UL,APROVED ©FACTORY CURB'MASON"MODEL RSC o 15 SMOKE DAMPERS SHALL BE INSTALLED PER SECTION 713.10 AT ALL DUCTED OR UNDUCTED 11.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PITCH VENT CAP ©RIGID wsuunoN a AIR OPENINGS AT PENETRATIONS OF OCCUPANCY SEPARATION WALLS,CORRIDORS WALLS, POCKETS AND/OR REDWOOD SLEEPERS TO SUPPORT THE REFRIGERANT ©RIGID INSULATION(2"THICK) SHAFT ENCLOSURES. PIPING. V_O"MIN.TO 12"0 ©PACK SPACE BETWEEN OUCH AND ROOF 2'-0"MIN.OVER WITH INSULATION AND NON-HARDENING $ERNCE WATER HEATING SYSTEMS EQUIPMENT LIST 12 0 STORM COLLAR SEALANT ALL AROUND 18 THE FOLLOWING SERVICE WATER HEATING SYSTEMS AND EQUIPMENT MAY BE INSTALLED ONLY ©DUCT NTH 2"DUCT LINER IF THE MANUFACTURER HAS CERTIFIED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL 2]2X2 CLOSURE ALL AROUND.FIT TIGOIT APPLICABLE EFFICIENCY REQUIREMENTS LISTED IN 113 OF THE ENERGY EFFICIENCY STANDARDS EXHAUST FAN SCHEDULE TO DUCT ON.-FIRED STORAGE TYPES>105.000 BTU/HR;OIL-FIRED NON-STORAGE TYPES>210,000 ®INSULATON VIBRATION " - BTU/HR;GAS-FIRED NON-STORAGE TYPES>200000 BTU/HR. ROOFING UL,APPROVED 4 O 22GA.G.I,COUNTER FLASHING SEE ,. EF COOLING MOUNTED EXHAUST FAN FLASHING NAILED 17 LAVATORIES IN RESIR00.MS OF PUBLIC FACILITIES SMALL BE EQUIPPED WITIi: a WI6SPER CEILING MODEL#FV-3OVY23 STRUCTURE TO SHEATING - 18 OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A MAXIMUM W 0.5 GALLONS PER IOOOM TO 20$ONE$ 1 Ih> 43.4WATT5,12,SIbs I ® ' 1i.1 is MINUTE. B:I IIl(T 18 SELF CLOSING VALVES,AND OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A ,HLI1 uti MAXIMUM OF 2.5 GALLONS PER MINUTE,AND 0.25 GALLINS/CYCLE(CIRCULATING SYSTEM). f 20 LAVATORIES IN RESTROOM OF PUBLIC FACILITIES SHAL BE EQUIPPED WITH CONTROLS NOTE: l Or f] 'Tort 1t t1. BL cin TO LIMIT THE OUTLET TEMPERATURE TO 1101DF. ®CONTRACTOR TO SUBMIT LOCALLY 11!be UO t0 UL.APPROVED TYPE SEISMIC RESTRAINTS IN SUBMITTAL GAS FIRED EQUIPMENT EQUIPMENT SCHEDULE "e"DOUBLE wgLL I I"CLEARANCE PACKAGE FOR ATTACHMENT OF UNIT 011 L I1 Uf tI a:: TIC ble FLUE MIN. TO CURB . :.II HTfOSL III':.. O IVe 21 FIREPLACES NTH CAS APLIANCES ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTY 11 BOTTOM OF UNIT SHALL BE MIN,12'ABOVE ROOF .I fl�v v R III ^alTl PI Ile PTOVI&HOI1S ( UCh AC ©FOR ATTACHMENT OF CURB TO LEVELING FIXED IN THE WEN POSITION AND FIREPLACES WITH LPG APUANCES ARO TO HAVE NO PIT ROW TOP AC UNIT DEVICE AND OR ROOF SEE ARCH.DRAWINGS `IH" OR SUMP CONFIGURATIQVS(UMC SEC 912,1 AND SEC 304.5). 5,0 CARRIER MODEL 48MCI.AOBA2A6-WOAO CEILING TRIM ®LEVEL CURB To FIT ROOF SLOPE UU 5.0 TON 2000CFM COLLARbd N 22 GAS FIRED WATER HEATERS AND FURNACES ARE NOT PERMITTED IN ROOMS USED OR DESIGN COOLING BNH 61000 _ FOR SLEEPING,OR IN BATHROOMS,CLOSETS OR OTHER CLOSED SPACE OPENING INTO H HEATING BTUH 72000 SCALE ] SCALE B BEDROOM OR BATH(UPC 509A AND UMC 9005). L HEATING BTUH 58000 FLUE VENT DETAIL ROOF MOUNTED MECHANICAL DETAIL EER II,O SEER 17.0 NONE M4 NONE M4 23 LPG APPUANCES SHALL NOT BE INSTALLED IN CRAWLSPACES,PITS,OR BASEMENTS NO LPG 208/23OV,36SMCA,4DA BKR. - -- PIPING IS PERMITTED IN SLABS WITHIN THE STRUCTURE. 560 Ibs AC ROW TOP Al UNIT 6.0 CARRIER MODEL 48HCOAO7A2A6-OFOAD DATE: 06-13-2011 6.0 TON 24DOCFM C000NG STUN 73000 SCALE AS NOTED H HEATING BNH 72000 L HEATING BNH 59040 EER n.0 SEER 13.0 DESIGNED BY: JOS 208/23OV,4G5MCA,45A BKR. KEY NQ1E5: 835 lbe DRAW BY: JOS PROVIDE FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE(MERt)OF AT LEAS 8 FOR OUTSIDE AND RETURN AIR IN REGULARLY OCCUPIED AREAS OF MECHANICALLY APPROVED BY: VENTILATED BUILDINGS.CGBC 5.504.3 HVAC,REFRIGERATION,AND FIRE-SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ®iM87,y90 CFCs OR HALON.CGBC 5.508 SIIEET NUMBER M3 _ _ F8- BY JOS INSTALLATION AND MAINTENANCE INSTRUCTIONS *� CVL/c+�A�pA - 121 FIGURE 1.EXPLODED VIEW OF DUCT SMOKE DEECTOR COMPDXEX}S: AAF I c,xl to ha h.wak,xl all i'ur tMn ta•.ti and hell I tl I 1nrn L ``_ 'Yr7p�// /�'�Ypp f Smoke Detectors p'�'y ¢9 !g nopcn I f xa,ud, I - I I I I 1 ,! ZV 5'IEKSOR v c ax �UCt Smoke �ete�tors a n„wf — Wh ke bomb Lost not Yecomlrnnxled i I h I ] fi f wi D4120 Duct Smoke Detector 3e2 i Om J+ fo,lonizat Ors duct SMokn detectors? I [ 1 t 1 i I 1 1 1 .I I D45 Sensor Component i BU !'SDRV vn5n%6AAAL-1.1it ! \ fir'" {f'•�� J1. I ,.I 1 I I 11 7 '1 it II, D4P120 Power Board Component n.Y•mien eauun t5 - -s \ l re uentl Asked Questions it'nLJnn rs,,l..a.nu-d If ILI 11 nM trl 1(Ill. 1 , /' 1 11 1 rax>\ee. / - r�iifL��"�,111 - Q �( OItI/:ti')I.i ,.r,n., I......ka 111 II,',.l,'raaR I' I t it 'I I 1 _ I Nme:T1,W a J wr,wwnlMPI:01Mxu:Doartic-m'a'-lamiN..435.nsMmmrue, cA V F I J 11 n r.,I'll 1 1 1 I 1 I the:11 ligin...I So..fio;TtU.P lur p,Gper air 1 I'nL' i ,x�Mn,,cOnlanlrndµLR UPirali iR Nmpeweara 041±e A 04S-a, 15S F 1-3U'lu'U•Cl 04Yt2U:-4U'lu 158°t 1-A0`U?J`L') 1 aP �—i 5, A pYi der op selectiou,hiSlRllAlion ci tl les1trug. I.lu,izir k I ........IDS•,u` Irom u,ler uµ,hu JLLwlan hanJ. Slowgi PrAPeael,irt Min 6 D4 �2 1 8 F 1-80'to 1C°r;r14n12n Ao'1U I5b°F 1 40'to 10>C) _ �f - � ^"I I, I, I i.h,dL l Pnicrrcd-i'hnun4rL;x'drmx:tbs•„ Lulu1 'i R K1nra At Ill i f flnmidtty U%to 9S%Rd li In S,N-Cond,ri iCNSDRFEAD�� II � 9 11°n "-. ue7 I'.,rjr1, IL,ad1 k i 1 ,d c, AirYelonb'. IOUmdodo t 1mit11U t U.,m/1.5l "''{I{ I1 'm f p ( II I -f i Ufl,ru rr, hr....I l ha Ih,+ r 'rl inns lltr In oYder to SN;¢4 dawn the NVAC system. ❑il2U ro0tVrinrD nensios Rnta,bada 1936' 1.,s-1VxLainn(ihml.x lL pen W'x4i6cm n, 1IAGNCTESLOcnruN ///C-. �y s I: I1. I I- tu,l,,Uid hnnrc-1.,' I What do l conneCL I"NVAC Or NTU Sy i inLx9AWxzS' n1191,mLx'-3.9C,d lY x63icm01 1,,,n. �m +. 1''<' t ,ka'I I - 1 'k.l I: 11 (Roof Top ilnrt)to*! ni5/D4112o Flwdnnt Dlmml .5- ( 51n W S151,D(I).m1.x 121cm W 1635xm D) Y ,.' \` +\. ,Inav Flu it 'ra,,. 1 U=,.Ie L: - kg ... S Pnond,1 14 Y I:I,antl'4 1 I I IUII"'I_ nuk,bl II it i'1 III lb pn,l ill i1.....Irl'k,its- I k. Ill'[alannI, P-riral°� u II\A( III I�la 11I, alapandlnt,r,I,had"l i I1,d,,,n,11.11cka1 ,'minaa(lrr l,I,'h,,,It.... ,ul,'A l I Itl'll, power ip"it...I a Meg,lmC 14 YAC SOGDIix 12,r VAC 506D Ha lablcair I,,I,-I.to,n and,In,.....- ('. �t ,lhc tltcm,I., ill I' �l Inpm capantame 2701Fmn%. 2e VAC un \/A 8 R r ,. li.,nl llta,,,n',a-,Il(I 1, .I'I rad'Jil,hl.dnxltnflll,l iA:\(. 1111 ,. Hit VJI(Oge. 3.0 VDC mID. -.O VAC edit. IA l'AC:mc. [a]OgNFRAI OEOCNPTION O Pk. '„<A 1ny.,r- xxl he t.ltl. I nnk,IN n1nfL .03 rU 0.3 ter. sn,dr'„ ordIT— n a r duet III-rvi be i s M IA'I,+gF 1 Ii 31 O1fl&MINI MOYNTmh LOCATION AND CON G AT,le�ualur ax f.., o i)I'•`' Il,r li l,'i „Ihu'„Il Cr rl e)uj1'a+:,vhulcla,,,n of lhivN ECse,T'inlr(,vitl,RIi9511: .Ili to US sec. .03 m039eC' Uu,ldin se Ike ds I,d lmlNne, u.Ie , r,)Yem,are used O J' vl "O - Tv ul A nl,I 1N: pa whd s LJ'l n,µ.rho S.ID pa-be, C it„n,nJ llul InSI Litr h,anng.could Rese,Tilnu(b)PUww down). 0.6ce max. U.G sec.n 0.G ex.max. N ' ,.n -.+. ,n ,a,V. a`<J Cei}.11'IxOl cOf,n@et n,Ose Thar,tU lnnovuir nlhrr ml th,ti ka , rape a•.ntr ilia, 1`I llnll ax. z 1°reeix me pnlni 1 1XIU.t,e dE.. ,.b.r, o,L F.J,-.,rh 4 . ar ,,tot@440rS. hrL uma'd.m.1µJ Ik n',n re,iL each,Y@:nun, rower UP Time. 35 sec.m 35 sec.m 35 see.max. I ,1,, l4- j.e,cdTo,llttornl)duct•;n ks, w,ki, 1 . -I,,I911 Ufa I",Smoke II.......nrh Alum response one. IS tic. IS sm ,!,;,. Nod I,I.I.and I'll Duct SAI De - 'I..41 hu:°tlamicsh Ah, %I.1i„,rli.k fr n./xlei<olllne•,llr1'xriirY•ffHlal/(1 II,•ft•111 Sensitivity Test: SEC dMPLt02 Wbe: Se,deNCloa lalll•. kl delexktt label aoM ma Thu dnrninn INsmaxe,T'G hd xl en,wit.+ned E 111 1 L a' •( i.Il In u,ihalu looks honth la',r but to he L E ant„ /1r1r111111 l tlx f.i,r,Nlh.....I 0,0.S 'A•e I i I Current Requiremmie(UdnB NO ACeetrodrN „i`ha,!.dM"lwafn6 MtoOlt-n p,n RF h tluu,,li,nNUL• ar the s,nY /d mit u - J_ Co.5 stem$nnsOr test St@dons and other •- -'S<.>-.nu-^+:. -'- c"•>'-�' onl of Hl aII1i 1,111 Nna 11ir itµ,tier a.tn,plinµ,. Y Max.standby cun'em ±1 n,.A0i-4 VOC Gi mA R%iSd 24\'AC LUIiz 2U CIA R414@r2U i'AC iii it ,C:lu,t'adeT,•loplrgViV,llu,pp. h ((' k cfie as„ n f: �I ., �".,_. ._... lain• n it"Al"a I.:h,.cn.a dl1 riper detector,d i;c used ned duct smoke L •� rv`:1 f',�,\-+\_ -L-UPi)I url la rhn'a.11 I'irlJ AilingAJax.alarm e,nrenl Gs mA'@Z4 VOC 135 EA RMS Q±i VAC fiJ Ile .iS NA RMH 0123 VAC LU 113 dn,m:N ryna.a Uafa,N sad aplrcaCnate a<Uon a I I I I �: J'- I. hentnvJ hulic'lin,I,r iha knpk,n'uslan-ol-Ct on.1a'ihr)tl npt'raliun. detector,manYfacY4red by ufhssr Lvrnpawi@s? - Wna b11aO,Range waf air GnJI its•lswms dr the' "11 s U A CONTACL RAT NGs x r smokea W Iva Ra th b ,th. I "IN ,. •p u.w \idmU):ban,I'i'Allr.il 5 uu aluwxa'n,cuDJnDI Vo.Ih,T arc not N .+ >: 'is+. zw0ao,:,c ac:RRrx °- " calla', a KE l�' <'Itatethe iwnagm cite pf to A nt a I 1 I u, - _ Alarm n,Pnancorucm lSPSn .s-c i s xun0 sWD Ja<t synen .:rl'Af nr F'''4' �ryS•4IA IYn: t:InC bC•Hi Cini YS.fln ^Htem n+kC lHr„h 1111. )Itnln,Ic rk,n')ka' "',FI413JI nd MPl:U dereatun u<designe: �Fr,.. h.. .,FrBm P `?ff, " P rOf,£CIMr , era sow: e,2i r1 6- -L �` `i p g>U .I.+n na:Il ' unapajilNr Jac ma :$. ary<ormWa lM+Op fa a3o ( oa,c ,taulrnl a,cl 0mt aux noel n,I,b.•'nrw D ba of N- - 1 OY.,. ,knrjnn.,,ll.r'h 11,a N' I„I,In,I,rrYc 12U V,tC Alarc d P N I+ h,M1,rR .vtli d P Fef ,i lnf .tl :I,,I'Fe p"' Hens a'Ouct-mountetl 5mu<O deYOCt .l ,I I )rc,po 1 1 Ala vVA ear, «. an n-- �" ' v 11n nd.,r ,flNaiCRt<Ia'annal makan,. ....vn bve) ­11111 mdur,Alarm (NVAC AONe"xhA I ,pit Vass:a 1 , -- ,d,.S.,. ,>,F. . (> ND.NMMI, i .. , clrcaa in dA,A n m .s'r OuaIE T m rn e>.n ,a "I':I I- 11 i �\4 .nine 2 p:.ftF` .t. I ieron,. Ninli na1tntling,,.0.151 IN,Otto IM aa,rm o.a x. il' •,I M Cllw(almu 11 Ue m O_ pP.6l,�2p12 A Mmau... ..- kP,r,Ti,`, � ---.. q.+.- Ilan rn D,tm,:O,pia u,p,ntr,l,5.+hm4r,.nry rn-Ilea,' Illna',l l.,rav,ll:,artlal tr,l ,r.auaa � .? .. III,,l mt,Nn�it.+ntokr d,n,I,,,: ,i I tm \it 11rSI,L'ludlnµ l)llwc• ,j s.RP Rt2D N L <I le not.e dt<-wrs Intl o-r<,hn.'mST. PNYiE 2: a ,..Iry .. e nhin),.,1 p r RTv„ G win,n Ia':Ilurl'v; VACa ,a Ill, Jny„N:or2 rcppi<+„,s. gE)AOVE s-HE5'/ANDPIVOT REPLACE SCHEW W lP ...t.'e fry"`- -- ):, I\ '.l II i -II II \II\'1 I+t ulvw mr-I DE'ECTOq AS 6HOWN�ELOW. TO SECURE DETECTON Y/y Ln:Jalia J - 11 1 Who,. a S rste,n S.-Cir it rt- NoIliad I. t,and,blr: I -:'1 Ia xOTE:aann a„ ay.m.w ruu v<rd,o" xv Au [ 1 ETECTOR PIATYRB BLT IN PLACE, C,Fc Ifthich type of d,.Ct Smoke detector is i^UaLI 1+lulla,. L -:Ion An'.111r ,lriutl .oervwry Conum ISPUMneomaDA090 vUC ImRNwel m'.: nllNillI'-'sl'I I I a. ,11 pIUF In Umd 1-ferred for NVAC app[lcat[ana,pholi..I.tric 2.I n11iiuy,I I I F'� smoke detector be 9natwlt@d in rota \k I'.,1,J 1„1 nrll oA E ors vAc n.a.wM a A.r less al mi At.x nwPV.a,a 561A ni a s a',nablily -- e to the duet? 2 - oV Ionization`. suers as I F• t .: t __- , Jx•r11 ,n,iCh 17 I ' rile„µn<•l l" '( \,vla'l,t San,or lluCLlllullntrtl dl'la'alOry C:,,t ha' i(t,.l nd>" 1 J ,A1N Oa 00[I[[TBsnr ks Uels era ......PAD[ IMPORTA\T.'r:"iV P1 ar 5'm m+-3 re 1'hulnvlu'trit llalaa'Unl,upntarnJ lees ,,a'i NL1A.mlllndam,d.,fv Si 1�r ,us,bt lea,M ant ma n,a nedre I gl be..1'j f iw,of Eewno Iaa r,iCIuJY ItINakCd hlljIllnily tnot l'lnkTlll,11.-1,al lrn 1U11 1N1),11',;,I I li kl.Ulm of pill--. it E,nIWNV" ID oke Mts,.,..pu:, is. NIRA71Te+,f„neuts'h,dde.,:dl,Ad Le",'I,W At NIA u<a)e.u. x rr. R. Ii2hmmuHr¢fu.aLtunal .... - \ -r+: z vs-n Iir •mv thin -1,`'Liv nl.lxillNn and undcnxa[b- thL'Jual IIu„r5a r.ivr trouble Inl 1 h t n.. NI corer I n , ton Pa.b'e .n I.Dl ncnma(niraiNlky i'auloa'I i 7 T I,st la'cli lmL [�' ,, f j - do nnl r ddne•ml itl!;lolfing rlr2d-i'•alll ll,dix, I An oplinn tl„a],nn v Ind,,Shohr It] 141 Nuu -5 ka), N. ,; ISI MMRAlION80FDYOTEMONE OLT[CmRRFn `� -_cunt, a'nvnn'(hr<lelr,lo.'.,.Ia r� N7 COmgNTS OFINg DUCT fMOX[OiTfCIORUul.+betlu 101ha I:ga vnnka Iw hnl,d I __,3 y ''`ar. ...nx,l ( - Isl Uen r I OwARNNa� sensnnwxr,Lndm afttmbb and CIA':"! In dnuwvrrL Burl,µ l I rc 1 h,:ord will L i, 161 sUnni' bit I ll ..3 ilibloold 3.NPPA IIerommCYds PIw[cetcCVu-'fir :1 td - _''.- ' : 111 M.a, "3 TORN( wOT i F USFn AS A UPST TUTN FOR ON r.I NFA DIr I CR A1. it s AI crews fcr o.a K .•.,.no n 'II- I (. I ti ll I. .,,.. Technology I moving. Iel li WJA-gi U L dunes '4 ReNdi0 � II II ge p. . .k r ... ubµlw.fm t . .1 1' Ir-1 7 I ,fit' \i.. , 1 191 Un,U YR "" LIId FY0J 11'd'! Ny 4 t If iI DR.LL TXIMOYNTING XOL. n .tL:rl hnnalUn•n'strnl.thit i),Inl„I diI Cnn 1' -• Don't get behind. IIll Deter d" .. .......L 5. d e;tDi s b I R il d ii I,,Aia'ni n',tl,,X 1 .e.mim,c F) t•H,r Ih< i .1 L,ha. Il rl lnitr (NW'p F SI UI D.t .. a" .I su Il,,A i°i'd. N ,et,b the th,,urar >0411„,J AI J,ll,l nit 5,ill ha,n:ua'nl,IJnr,•(m n dl ,i:i (, , l I W ' IAdiAIl0,'2,sad r0,.,C.C4. fir Uun Smoke Cede,nor 6. 0 1" L. vrn'ec,lherrlu,.tl',.nt,k,,.ill hecnnkf„nJ (exiiatvl nJ :la .1,`' Kodri.pAIththelatest ad,ance3inyourfieid.Ah6ndthe,tlS geminzr II+I Vrn MOrc afnn. ...,,,',? aeel':red,AVI.-A \ atutamrzr l,<rxJvns nrnma4m the .i herfat antl anao:ou NEUC. „ - a . ., n 1131 D,,I,'LI 11Pn<edu.-er ...... „.-. ........" Il nocurae without e.: -1 owe,F :Ilafw1 lr, le l,�e,,s,,RM1,r.re i.hArhe dvn mere '1 I.221 POR R[CTANGIIWRfNEiLYi1D1MWNRMG 0OXFl0YMT10in Q Ill Ill a''i la I,':t,+a.cal Ilte µtoo lh nl soh-tenor Jt„kc)i„th.t @�• V Life L�^� .{},g,�.R.1 A , ,, y ..p y� 1'it,<,•,I AIIIImerr, ................ rl,JLVtt x V a fie.Tah:a 1 3 tv dwerm,oe the iN°t lobe ra min „itlI"du,ID, oral:rnlnul u, •a'r �0�' k3Y�,.&lr v76"3NGri{, ,I:RBA R B 4ba�6 p: 'a.i'Iiu l.rrzr 1 '\Eµlmnlrtd„n 1 -� ',u7 'I Itul Opri I � F cause All l^isrv' f{ To,qa lm,lfsgumtls urnoll L.•..x u,aed - on paLrc Airc"I mr d'i.�rc 1d,-1 C P 1� R I1'A ml8 t. dLI'N'fu� M ;Intl r,eon,hm:u can.for lhr,C',a,nns, hulo,IrclnC cntur,the `A•/a- IIA,g Daeam....eke : t'1 I name,m,toI QN wiiil lour w'ai r V 1:' 'Ihr width, h 8 ". F iing l.mD,u �In P •„ Heated by System Sensor - IRI Oiss.Fir I.., .E. D i <r Fa nit holes A,g,`/. d,il•cljmt'III II'A 'IL ,: UI"u+',: Ja'1,'alr,r All \ -_,.- "., W,nan) "' "" N Ill,vevin^.11.I,mc ,TAT Ie,s,ha vinll!xn,III,-;,AD-top If.iI VE WDIRfCl...ANO VELOCITY I n� t i, � If J,er s)„a'm n„nn'i n,mnkr rr ----- unn BEFMEHINIALOIe Ier Isl s,all:d MA.nDira.IA,R ,edeggnedto Le-sWn d) itch Ji 1,tOnlets W j ill I iu,lacmnloµ)':I, 1 - --��.�t-. 6:3O Sm m 1:0U Pm-Witch Prodded SQAAE ...... ... .. .J 1] oN,w nv raL� I npl li dl'rm,;' In,alllr' HO,,.'h',i, , •� �JS I ULNWR .......SCPUInlrtrlS 1 : .."" 'tt,for n,",Use.,. k T F hl d ..or to lunn(Un Frope-b tMU3rl,e n,lalleddccrnl,nRcu th<Ir III',elnr;es al l00 tnsatx,0 ten per -'R f0 i.I:IlvirK (nl lm -i:F,l hit ,rl n,rl.0 1,err.: - ' - '--' ., SPRc¢-SInICII.TIC ornslrr to,Ini3 into smnimc VAt Appluu l0'0 'n hP�°:to.AA-D ;, ""I",- hi.,wod linbAT,nmlbe d,.,,.r MLS:be,,ow-dif. inr caur N D aR,vt & id w t..� ,.. untdan" "11 I.tr:L flL" t»,\I ir',I :il',rrt I1,t<,l. Sco'ls.U1.4'NOmulmlr - p,cem,t w. g. ..IA S.A,wI ma It I F lD , nt a <. LL i I.A •tgW unn Inetl In U,smdnull idllUn ew:••Nei th ') h J n inlf onto in't,P .il %.tn011 Jalra! .II I i i\opts,It,Ga Ji,vCli,l 'S✓1 I nine sys n Sun,nrtlsiE enJ UA aI,"nlUalaM PIY 'IM ,Y Verve+l the Jn,cmnarn arnvMnb s,n'uaearelmnY mnn la ",)m Aexk ihe,ll Idold,I it ,W Il,r 1'.,, ,lain fill, de„C)rhaadm.bI,naI CJMANION•OirePlUnmSwIN ferc,mefA nnvFYA I.-k ,,1=1 .IA11 W0 upclnla nine a , 1 bIt\„ !.,/ A,Mort Man'. NOTICE:ills AAANI she b:all whh to,ow Lf(,Frr ofmia.IAPoA:. O when :I alarn.'I he untrhnµ u,I, Holy ('. I I 2 ,se'wluI R J YZ ;navnronzK 5'S Sud nuo Z '-!:" - an n.377 iSp-lidsso setnaN yt cn 553D0 U00 I 4Fn t.I,'S Y:x.. .,... :ISs cafe±COL - e.0S11 fi61i ex!.IInP, V 2g ,ii-o..In Antw widm d:an 6 re@, (T.11 LOW PLOW AIR FLOW TLBT USING ENTIRE Ill MELD WIRING INSTALLATION OUIDgUNEf FNURL}fY81EM WIRING DIAGRAM FOR 4WIRE OYC(SMONg OEILCMPfI [,d01 OlTECTOR i..UUL INDICATION ITILIFIELD StkAnON OFLE SMIN New 15.3.21 MR SQUARE TOP-0VE"OVOM MOUNTING ry,ned.l fie city„Pporile the due Dewnw Su ra I' d 1-h Il) d 1 V I'b I10 p311:,,I.fg 11.I,[SLR'ILI.1:I b CONFNURATNN OR D45 SENSOR COMPONENT MOUNTING: .It be pat d A,Ae the dun m Ica,pie the.thee sttl m W DIMLRENTIAL PRESSURE mANBMmER All ,, 1 i' 1 , w d 11 e M1 UU.d Ekt-I Ladd OCAUTIGN i,he M1 J.( d'" p lYlil li N le 1 nl d,e Awt,s m.A +teed mull be m antl„<Wcal cuss a,. i d,L,1-.PADVI,v.e gauge,thn'Jid be lot .,.I ,.60 d lni Y(I "al an y,t'r' C11"I'll,t A acd Di C li 6A,nntge ng lone In Neren'u lAII, bon, ofing,A U,m<hmn Ov nut loop tutor onJerutin-Is F, ,b J,Icaw>.t suPrn:+nrif the solos of ea<`,wnsor caticted u'aJw IU TaLlc3 can pa�e¢Iw note ADIIPOWERINO 11I i 4 (aW.4.,cx ")' :'ng whes r Y,ear rg an stew net R dt Wunrl aunt,um,un nrrv, Ra',as sit.' .nmoun.n•,em,I,te.MII Jul,(11cng.Make sum,hal'he hotter both am VnzWll,e ar title lean lW FP.N.NArt U,o Dwyeruansm tmxs aliovmNNgure S.Crmntttlhi TFe ronJu,wrs loci lu aonnmamr,ke drlecton,o<umr°Ipmds and a<rnv ,. " a„a nVn via s5anm s. -- - ,vh<a Ouw, Iwdsalthe miter,Aelh,u aWz of U,tlWW ore swr.AllnwuirtA warm,0 s.FArv,ces Amid 'takes., r ------------ (etas y hP "1.ar l'Alol III"'A e lees,ruiq am(IingttIoFIAsA op u..wr',R 1 - -- I I1IINTRSCONNECTION(MUNaLL MM fXYTOGWN) L+n �, r I (c, Isisnsondf w,11,Iw16NICNaud LD,VVlt-'rc Pwmuyminamb,m,dr. an rwvear a.....n Oonrc,pa,di gp ipei Y'n I,ee,enroialkc, I _- I 1 I \Vhn,nn8, a,loom It'al A wll edl 'n lnr Ad,b n'"'. a ' nectio,uc PovER xrt r-,cE• PO- xr ie rvoiat air m«t <rminit inch o r p I Onl.14 t h .m '/ _hN 1 m wbe A , Nth of the A.,.the Nhe,4,Jd a.,p out and rcsrd Ne Volu dio a ne.oddo,n.,(I'll.rcmmt I 1 I v1 vl( 1 A,wh N,AA,'Re.11 r,Na.",I'a ,s iia-c ,w I. VoLlil PL.PORM O A v e a F drawee M P mac,' For Ygial xdtlr4'•In tin Rtxnn interc,mumke Jele<mrs car Qom de,Mma "•.v rv^� g I ,h^frmthr OV,III ann A"Ic.inchhoen Ne dunopuue R I ,5L I �0�� VIFVT .:Y. !it l..11 Ne,+e,f,, hrrnar,nlI",nY„r r'.' olM1el vet M1nue me hole,In+aU 114.(O vWlebryplul.Ua oaf aiNenitun8 tdiunber h Ux.l ary Cev!cxm it is nwmrmhvl Tim snl donne+ere G¢no 1 ��OO 1 I I INWE..MYlTIP1E MN HNYl00WN v. a J"„ .ly 'Jai nlLId Ear ,d, YWA UTAet,,"I'.e.,m Fniw,Into,iln1. IIIinI it it Ul tie um,Ninof la the Wm tow, J'.1 + d ge co, iI 1R.AI BEDDM THE OYCT DETECTOR TG THE DUCT ended l.wnwNa Wmiheds,smohw tnlnarlA aaow for mulswre I-ioni emMlw Nin lggao6e. • w 1 1 ,, U , tome mn'u Ur three Ill, cunt A,of,opn, dranag,_yWmlbedrl<Ctn:.1 ,mpir....r-hould be engkJ or Fnosn'H.and:,elOW site us'uxe artsHitter t.Ne exluau Ul ,he Smoke di,too L Id Jtr,iisem o-Ad Vini 11" sty,f.i1°its for al ; DNTERCONXEETIGN OF DA340'01: _ \Of[1 ...... ec nl,::tl cal ue nJmtd wulm,u6 gra 9 ,RrIW t° do,,smoke dnenAr-Sl&Me d-­I,.MI drop I,r fl,e i In,..ne a'. W ra m a;leas l:i"duu'md fw eeen'rLMduO+Nd,h)�ertlgure S.Theie °P nR e1Jt1 Ehect n:etai c[«wu:W,rrzw Ific duel dnMd,o the Aum. 1080[I miflm'meawaemem El Subtract Ile voltaic,,,..,d,n mv,,,ne. Inwdble mnP rcustaum.a',wit:Ne Can::al IunA mauvfanwm s are,'fits' I vC I I x I Q 20 VAC D4120 Q120 VAC Di12o Wid ba lD to l2 hotel spa[.M aa.wen!y as poaNlcurvs3Ni wltE ni nsN:Ihetol il.....tio,nce al!urcd for the Jmhrcoirl', Ibnn, IUiDWrrDi�EiC lxU,nXl Ito H{U100wN.iETC�N0,E L11 8 ,a p3AI FLN81i1VRY V6RIFI0Al10H Q -TNN:nu Hai°rent h,en:M1e s«mvs. has dt Ithe t°wenend- niI.A.me,.,.I Wo,.Mm mevurcmeI,3.note Adii,_1 m..AI Par Wne ( If0 F he duct ll lM1me am mOrc than Ll:olw lnl n1e Jsed bdarc ,ing,he d....cte,oTL F ® © Tt .A:,,!A,_rl_,o,n Inoenc A,xnr'nuall_(, Z IeI.AMPMXO TUBB IXfTAMAtrON m6 out cf,heantl se 1daau•IeItubeudUWPbleF0lherw semmthan°.151oirs.11 rl-,laenrwghardu"'.,Hht•raa,1 smokeAe,enar fcr wi 1 E 1 1 1 I Q .IIa F i p I b R ,,,s Itr1..118AMRINN8.6ELECl10N the tulle to leaedppWalmakk•Ito L Neches euendi b J G du'. Pits"or'Wum. A.II WNWO INSTRUCTIONS I 1 > Co,'KE.POPU O -0 A \ 1 1' h II' II ArN everyS Un tie NXTIA FORVEMFYINGANROWLFff1NAML00W,M: the Wl3U ocd MPi211r side Are tleagml ld m,/„'drG.the M1Vusm6 1 I ® _ �_. •WDown loss wen wvn b. E W -i,n aa6dx J d UI PgThe g wh•noel M prv<Aaxd sryaradY ONw Ne mrrcn nntll.. Plug tl,t end wish the end,ap enJ Wpc tluseJ t+'ho.n i 4 PNUriE i.PROCEDU�1 pruv Jes a nmli,:l^niy„nha a,rpingpleas ThuC45FouwnBquiJen 4 I .. I 1 -e I a „ DET. p ryVIt!bJ,RNc1 lo•...vl,laJur,wh IIb mg tsfo or IuneWe Cumin stwl 0,duel At—ill tILt pmnudas. TO SAMPLING TUBE MAX. T :1 J F a A g,wS IIntnae(,I at`Ie, GlNRlu'ae lei,NlL ax tn.la leas/;acm+silteduct iNURi9. —TO EXHAUST TUBE wtlinKNrminalsxl I W 511frl,n eoMeclimn are madeMslA 1 9U m¢ I b.,Y e. C�� �v R' l - n11�,llhc rn�Ik N.Sr-seen K Dinn loraptl.11 pednrma,m. --- Filto lure OW of h tl h W, dt BNening rhelampinBPlate I i ore I e-n OOO ( Th. C_ TABLES.fAMPlING 1U.lB RLCOMMFNDEO FOR OIRFERENI - See Enure tun pab.a lar>foteN wiring I mat NiA aM^v11e1 O Oswat 1.SASUr11'(� g i"I-..SIN.}A ./WIMNG ' , O O 13 IOFTFC OPROCFOU[ES 'lbt power-.. p bI M L H-AdU.AAd it n,TA-AN! g ED I ( I - k ) 'I'R. g OAEAk DAMWith Sampling Tube Reeamme SId' —-- naoa-11111 bt i tl'h paver Mani pr the to owiii ANE I OETEsys.1 DETE sus EM st ` rr a ,11 ' Up toiil. DSTI --- --_-�-. 1 Cnnm+l vim In,to,,, imals ll,he.,is Atilt,Wswlanr li I CCOFTYOL EinOx'ROL d ,Y u0,• tnl ale ors And 110 2,L OST1.5 a Usoog deaig,.1<Jda'W_tl.Y),,R.,.BRno,ewi h R h CONT OL+ ANIA. ARM., red, of P dP ,rn.15 TO OB a cv,G,'.UW,Nnbv-n M,,C,m W,Nndnd Wilpwv dh R / AUMi i WiROLiR ;SII.6.11 ALARM 1FSTf VOCSUPPLY1 FWiq�JLOR 1i. R,I I"IJ L well en,M1i pit eat oih. OSTs T, i Odocat,Fe,A,VU AKN of Ne w to U,I,e ID*° DEa Iir,.-M -, nit . At A- ^ 2I nr L�,A aN Ao�s x - R "Ill, d Ik UDETECTOR urkN-Fen,ur 2-Innennwer bused See Flgum6lu -..E suN ¢Rove f,•a pleOx 's<°N n. DST; Fxi`_e °`"'<i ' 1DOD OHM fi% ever wT'NNv sue Uzt wl ,J - 1 '0 ^^ FIGURi S.MULIIPL.FAN OMYTDOWN 0 'sleeted N --- AI 81112i. DSTIO(bpieu) iU21 saU 1W'ATi HES,TOR 'w v Wir Eliv YC Du,r ph l'II J 'IuldnLr UaeA for mrou cal wt e,it \ 1 --j IIUSSSN (IMTFRCONNECRON OF 04110m Om00ACDCn n ,,,,.p.NAy i PI - I tlm mW [' x_"I r. "d h A Af vi,ra loss: Tl a u. 'U' - - T n ... -. _ 5 tort, il-/ ih.f,xe<amphng ACIi can when NCAn6wsA Pugwoesarcw-d..0tf 131n-hpomamRe 'on<Vw,chin,he Pmle,bo,Nt°mtlat°(2)a<nsma naMtaTFttOani+[loop uTi--xiPf.00�- ONTO NaN4G'.ET TSSf mw<ry caul Fgu.11 'M,v stt mmT.n : ---------- 5 DE LCiOn rNY Mn.eA,v n+ nmarrlrx,: ik.Acnnom. lailab ratmatpUmpingaupl`IS atercs:mat he undto marenlbe Aamrl rH S. W' OAGOC OHtooACOC DR , Wln,;,Oa Da c ouo,l: as so-1 i.FG.Tln. P,m,<«ta non-nlulro Lrl Ol m21\'AC cmf+Uil:. Itl UNIT OONPNURm. _, 1. K. T a6e1 ' 10(I,• h .livlW la., ,etlI Nbe I.AI Far of n. R ng/cadoo.m Ig ;Ial lux mnfelattlla tr cum- NGtEis 14V Yow<r In r r Ad-nIiIo PProU soU,AvI!,A,,104V12a i r oNerro n+-:� 'I'M1e can pi,N ULens alxaY ,IldxiNt ga 4 , Ce.an.,,.,",A ,:h,ewlnrm Th ( h AIIe b-d Atnid M«h on 1 r i" Inhn,,di I A 1 w 1 n mah�`u,r x•Cm:ne gait a w01 be used. vCLTMETER FLUKE 120\ 1'nwei mpuV ecmDl nit Y 13nV4L?IL'#INa.Canrtt'Vuwer source to I'art•Ih,sewn,he n x l.h'i t s:d Ica Aeterm re it U.erc cat one tax e, air dim'.To a.,,plrmm iwslaL.ninn.IFe Ivbe a rotsld in mmWJ 1.N,an 4 r 8 YODEL.1 OR pn:bl,with PIn nnI,wld de 1Omv. 1.t n la wbeUmountN au Thal lhvaiow ydnu lrll'1 MODIFICATIONS OF SAMFLINGm.G EQUIVALENT aPrrnp„ete ter nb,dvuf mrh Ar,aAA Sea ywrf:,atian>(cr addlona pux,r N net,utleVoa•r BOArd Tn<Mcand 0412o hW' ) .h UL hrlih:l\kN5-Y,lenl lvniW S Jt: )a t,^I i,J ll,: ,env Make,V,e.l,es.p 6 IF.i] 'w healrllu as x'uvi,P,gure3 MAVmwg IlwJ M caul ih 1,, 11,., .,d' �isere,rt F '. V'ONf mrpl!IY'nlormtlmn I„eu 'M'D. < 1 rd I. 1 I JL,I aux lL n•v,sos M1�E 1 'I ). nrleniturs a,'a'i ahepruvltN ihdl lM1,aV•law,Jircu1Y am PIIW ,ells d.r. .,cG u,es. s:L„t nuJ(yasamPl nW•vM tLtu rwlt..n, NOTE L:Aux Nary mnwds abowi'1 MnJly rr Cadets ur'lch Ao+ Wer tMth il'I L d h M 2 TMd .il 1.)'n ua,.al ,[n,antl IM/ I., •J ,, ). wlx•bale.a wJ MIA.}-Yt Wwl:m to d h Ak longtear to ado„ AA. ,nNainma9lndcattybya•ro UI ry ,m I usavlf i'ng I II ,I 'h' 2 nthe.4 ru,dunL 1bl Iwm al,bei mrJi,Ihe,hvuso,ecmlreciaUasl::gm,heed:Aunmoei, umh of RPka I snit in theronlwl Paml,Sl V-iD at,ns lU w U'iW Vith J Ax•ela•/willwc al no, Reel buaorvu i. ....+1a v m ,I 11 0 d �Ill,T I, (f Qr? 1U, r_ ,rc ! c II+eaUl'13' h': Old•'IarJ,Alht,rnopnalrn non ^ m,.Iu downarcan Gw:.M1a f"m ing,Ll ml .af h..ks mrn,admiFr,nos in Nedumfa l0 to,2 nCuaE 6.nPl10NAl(ENaoaz coxFIGURATIOx ANOw RMG. ,nit 'nJi 'T-tt,•Condit,n us„r. 3 T,,,.,f.,s n ,It, ,:Lu J' ply i nr bA M1'01F.3.seperviw'n mile is ,n,llpm tantum Press aid agile., r I 'I 'it) I? PJ IC. m-1 t.fd,tt Drm.hkowrbel Ilml,u.I. ^ -DFICIV h I.—wbe.,A so I SAIL ')17 )1 ill' i� caw" n ,t v 1 Dien , Im Nr : I. B r g neuRE A. AIR Duar D.TimGR sAMPuxa loge: .p ;,, v mgl r,k Sop-- v.awnd,ea wk-tam, 4 ndp'a mow 1, e:ro. ,h t � ' 1-leii � r t n'r,gh l nPA j SAMPLING T.IBE ENDCAP 1-I ll,s V:,'cdit".I"°dyie I."'a..toP„',ip and M nor 1P AISAsoxar :E r I, and li Um,a rite TouLla CunJitiun M L RLfPDNfl i[fT8 9 NO'R+:Al..rml'iaUn,con,c rn,lat dtYl C d' a nw,3 To Di f 0[ vl1t�(Ir111CU1 fFIH ifOJl$10f1$ -- crdrJ a,.ssmrww mr ceJming lu s:e[Icrgth I_ Im - AdIN Analm .AVoAAI Panty SMAIdo-o I n,Ua,reu N> Caweaol.- I CAdii...'lls .1130 T d k 1 FII xN F 63,r nJy IiF I $U 1:Q Q IN.;.EMC.. P I ..lA.. I -1-111 o ® r ltnir'o+,w P i. P 8 N yll b ,, - n a- D he(Hector -r,Re p moon nH of Ihv add L U h f h F- Q Q �� pl ng,r,'nea d( b i h Jns'or aarntinRNEe .Ce-er ail F .,b,.,., :k tl V Fe A II. W ® Q �' DA,nAa, (11' I.h dhr 4d'. nu,1 orvmmmnd he so a 11x ma •tV ,R I'll..,I ensue enJ the lVxer 5wrJ ,n v u.\t I IL PLUGS SFFIR TI IS TTS.Unr ' I .31 M 10 I1LNrl vAOI Lk.Y. N 1 1 1 w Wlnaaall Is onae '�` -� pressure dn4 tl Ins unsmlh 1 I r,aocn of the(tree siTiNEn is.BM° ° - OL AHHOVI MU SS FACE �` AIRFLOW A,,.A,UAg,o.,hAdd la s,,,,,,iw.rr'a '! stow in lh<Cross •III il,ul cal w'w,,w,m.OJ ullc YaxO Buaw ono Po `- "`-- INTO AIH FLOW DIRECTION ,tend:aall o thenpsw i::_a.ti ra ': : 1e., n>.I. li al 4MI.-doHYUMNG A11 O IMOFi u:,J ua grhvs in kl,mU,r sopVly Th" 1 I.-do,(or;w m(Ansto FP (- thepre,wetlfnmoailm,Mdew n"UX,N exl.......ts,Ino J...... n 11 mi* II F N I' 1.F,.1 CAURON:Th„amplinµ.:L,A„n: did,Ad„ill Ina.w tlP AIdIN Ailli LI,venflArlUbe bl,ween OUl mJ.l it ir,cho of xw,¢Oo su o s N TABLE S.OIP fW1TCN SERIXGB: ni l.11 r nnM on.11:IR1.do,"ITC-1 FII I m Al: PI R'1' J i III io INA,1 npewbul nY ll J To, L p' 'I h d,gd,e PAn ddlerm<e Atween ItL lnlelaWoudn puMtthe ...o TEo -lot.. ,r.', I ,AK IN I(n, rm ntl nit tit,1 n Fe III Dnw mearel I II J' ke In 'Once any deluaiA liu' .III,ananu w•Im its dendLnlrrBwli-,I. - oeslBnellon 0¢NUII SSlectlon ,. x I I r _ F11AU% 2 mA•n n III, OFF OFF Aux nay Uie not(w ten(Nwsw 'm nod n e U 5D.I.units AI,to inenonuILAL .InV'' L,I 1 d' wne'aJ rldde me 1'e(moiretube Ill.-.....I TEST. s TRBLSHUTDN a V° 1 I - d k,J All DATE:I 06-13-2011 with IM P a,'itled a w.a I}27 AIR MOW - ON Aux re ay wv WM a T out e.nn0'o s Up-a,b DHIUUALJC.,III'11Y be hoercannr,Md rare now II ,hro,,P.,do .,he +vAb,kie,l,'d,tnheinBdl!Mifneeded.lm 'the nine:,n<.0 nN ned air ape.range or,. .aso we 1-11...11 A play oil:u„Ilil iI-Al 8 - 1 1 On'.y Pr 9 DIIICOAIXIC un.0 in«aronntt,.V car,be,unsl,A,,A b' u,nhe r.BJoal,l&I l Arwkt m,m.t,e f1:YlKntits.IIII-,,wl,m IIC the,,,Ill INt Mast. ,, m dm an^Amrcd,,,nit,nczithandler Un 9ENSOH3 Nw< g ,n nicest ° A e ,I; .. � .e sensor is coon un,m„Int n,ra,mg n, „nmynamm knm miwma,mg Nut vnrn wnymu,.wm,a I W \o•• - Two eewtlmme rm,ni Dania ,�,item.�;t°Ir'n���n��,a;m��I:��n,�er:m.use ells lane rn teal lhr.a<,r n! SCAL AS NOTED ....lAn Ili,rill..wbe c�1 Ur of albs form tUc f or,ar back M the tntl Aw a manrmeler In me lure IM1e wflrren"ai Prr„ure between rite two i11L'- r 2 r va .r_ m Altcf Ifni,c,hdusl Int model ETX in Ntli•mala«Ixxar)• -All tuba,The Nffinoon prn,nr AArd=,L, at1r,uU-Wcben - plwa P•OV I-Ita°antlionlwm,ras3ano 14,poll wMn SCnsOr Housing oeA,has rinRl,.l,I 11.11AII 3n i0M1C ] Wu,ry,�+ dmsl H des car Ina when the uolEetl laha.:s.obeJo<sw C„e.'.J u) 'Iene,Nio of were,dndw mlhtnlll lnch„af vats.Hxcau=e,nnv commertmlly > T boon rOmovatlerhasCmv,ecoretl mpropody formate lhenTmnu,M NOTE Alwm,m hemp only at ll ImI1nR JeN[caJ hr.I,m.,, i h- t5'fe I+J isle es mMel .! .!I aeN¢cPl s,a Aio ... the it a. yid monnmvrn,wnnat_.DIYlneuure,tnl dell MIN TMPA morn neneA 5 I1t - 2 h 30 51 N3 J...' DESIGNED BY: JOS rplrwnrna,v'Ib I...than s rM 1. pcM i f DEL1Y [&11 SAMPLIND IULL INLIAWTION 111 mg UNe use ofdcumtnl v gP ID Y Sri ex 1,USSr UI 0 Provitles en lnsMntan wsTrouwa co Jlu 1 NnaIe3WW 14 Le.r)Upon.I.'remove 3 - t FtA. I [K I.M( .5)'Whe , L L.1 .ilt wiltL olJe d,l,,x Je the am„Vhnyltbelo. its:<Lon 12 or I),be Ul farr°sol s.Uxa Vcf,sdon l L.a.3 --.- ACNv, V D I 'o k .. I hra-laA,I b, . .U11V A v ma,_ I l, woe nl!Ali,.- rr Pmp,.,, DRA BY: JOS I I'J ''.ir 1 8' n 11*11 a U G le b h. P F. lops a a , 5 I, oa,m+ ot,ta c..n o,r igm.� F'..r 3.PIn\FIN,a",W."r Lf3le+llo:X-w:idhe•car 5 Is in.do. 3 no,9 -Droll Sss000U0 4 .16ISAI'D2R s530edm0 1342941 DOLh ss 3U3 I. G 156 9<1IIJ±R APPR VED BY: SHEET NUMBER M4 1 REVISIONS BY Z0 -11-11 JOS REMOVED L#46 REMOVED QN46 I �F A-17 8 �a �a I I 41 1 A-19 pOFESS� 1 ✓ o y�¢�Q,0 14 P No.E12872 4 �A-14 E P.3-31-2012 ,a � � ' A-11 w # v J J J A-14 \ J 01 A-13 J J J O1 J 0 � T 'A-1 \ 4T �—\ 2 "i \ ® Jo ®A-4 --- - ----- - \�_.l.�T uiW H Y® ® g�oWv N �ujul W /%`,�,�- 1QVERIFY EXACT LOCATON ""� 1��66brA NTED ";:i, JQ,NCTI BOX �MOTON SENSOR ACTIVATED LIGHTS .......%J A-14 �C, J 0 A-14 w < J � Z U O K a [JA IN iN o he w is niit nd ng permit o:+ d on d hr,comp ed to 0; the o; ca le rr.1 presumed g ve SITE ELECTRICAL PLAN _ he pr°vial°ns 5 eh SCALE 1/8"=1'—O" N r 1 1 [APPROV--D JBY: i ! DESIGNED Q#6 KEYNOTE:THIS PROJECT SHALL COMPLY WITH THE 2010 CBC, CMC, CPC, CEC, CGBC ALONGWITH THE T-24 ENERGY STANDARDS. REVISIONS BY A 08-11-11 JOS s� A--3 � ' A--3 A--3 ., .' --- -- I —C-3� A-1 A-1 B S 8 C) 9 C) A 9 C> 9 A E7 $ O R- 9 R_i d F- 4 Op OA Op ❑ °C �O A B 3 O B-1 e O Eli, v❑ QcO� �h �n ❑d ...,': , r A-3 �A �A-3 O OC .:'�. ❑c, ❑v, w,b :� OC °,lb Eo'b ca v a • b ----° -- OC—...,.�. —_a b —_—_a biv.b p C-3 N-I • C \\\\ -- A C-3 O❑ ��b --- A ®B-7 O R-,'S B-7 ® A-7 A-1 ® A-7 \ \ 0C9 �p� A A-3 0 A-3 C �— QROFEssiq,,. p A A O A R-3 B . (:-1 m ���p0 MC.Q�F n ❑h ❑A \\A\O e.3 ❑t ❑A_3 v ®� c b v .,., Or 3.'? O �{v,b W ¢ No.E72872 inn 11 1t A P 3 ° ❑ *�-i C.',.. 0 F ❑ JEll -31-20112 s A-7�� i.b --� r..b O�-3 Oq Cl- s I OA d O A --- ® O B-3 I O B-3 O R-3 C-3 ❑° --- I I A 3 p ❑❑---8-7 ❑❑ �■ ❑❑ ----� �A_1 ❑n-1 ❑A-1 ��Oe ❑A-3 ® ❑B-3 • v OC 2) _ � � o ❑ � � • C f'NL - h A f h vb C" o O. --- —, p --O—� _---=c= / A OA A--3 C--_ —/ IT©OC OPNL A-5 ® - O BB lug ❑ 3 OO O C F E,h p p p A OC OC"' 7- 1 3 A-1 : A-1 O A-1.�, ® �f ®❑ A-3 13_ O A-3❑A-.3� n • B 7 B-3 ��L II I ❑b ❑n ❑h ❑A X-3 b ❑o ❑b �B_3OCB 3 ^© o �--�u WN 7 0 ©oe 3 0 0 o V o % e-7 (e ° — G =ci J AONNEAT TO EXTERIOR LIGHT. ui C '' Y0 LIGHT TO TURN ON FOR 60 SEAONS. ® • v g W CONNECT TO EXTERIOR LIGHT. ® W %p J LIGHT TO TURN ON FOR 60 SECONS. 1 v LU OA CONNECT TO EXTERIOR LIGHT, L 1 OCJ NOTES: _ LIGHT TO TURN ON FOR 60 SECONS © 9C-7 •C-7 C-I O 0 O ®O LCC TO CONTROL LIGHTS AS PER C C T-24 REQUIREMENTS O O 00 ® 1 ®< TIMED SWITCH TO CONTROL AND OVERRIDE LIGHTS AS PER ---,J CEC T-24 REQUIREMENTS, Tff OC OCCUPANCY MOTION SENSOR. CO OC 3 0C-3 CC)O C-3 F Z ®y4, U w O a he � P.fJC ica is. di "I 1":' 0 R!, :'f 1 pcf.111 i; 11i1 d OR 111 �'� t I'D can. le to LIGHTING PLAN ur �w .; ;� 1 ofthc ca SCALE 3/16I�=1'-0° I;..]s�r r.ii cu PL; ':n,it pr visond ive: �snly v; :a. ran;��i l��e provisions f s ch FDA 06-13-2011 AS NOTED ED BY: JOS BY: JOS APPROVED BY: SHEET NUMBER jL E2 FRE ISIONS BY A8-11-11 JOS t r A-37,39,41 A-38,40,42 B-38,40,42 C-38,40,42 AC s.o 5.0 A-36 Ao 8-36 Ac C-36 23 ® ® ® WP 8.0 ® 6.0 WP HF I GFl o A b e� 9 FESS/n„ i o — E%P� 12672 3 E31-2012 a -------- o a o� �N 61 W @ w of Z WO `LU a? W JW J UW r W Y �g w a Z W � O a INC. u rn,it pk;i a Ti:... ..1 of „relit based a; �' construe.' n erne;u r ..� the:rPphc;J ROOF PLAN c l s or pr Burned 10 u hurl r -r t�. r W7��.!t'ne provisions of su . SCALE 3/16"=1'-O" �I r r DATE: 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS DRAW BY: JOS APPROVED BY: sHEET NUMBER E4 REVISIONS BY LEGEND GENERAL NOTES 8-11-11 JOS SYMBOL DESCRIPTION NOTES CROSS REFERENCE 1. GROUND FAULT INTERRUPTERS: PROVIDE IC80 APPROVED GFI FOR ALL EXTERIOR,BATH,DRESSING,KITCHEN AREA OUTLETS,AND IN/AROUND LIGHTING AND APPUANCE ARROW HEADS INDICATE HOME RUN SPECIFICATIONS KNOWN WATER SOURCE CONTACT AREAS. -j}}-►. BRANCH CIRCUITRY RUN CIRCUITRY-NUMBER OF ARROW CONCEALED ABOVE AS HEADS INDICATE NUMBER OF 2. ELECTRICAL SUB-CONTRACTOR: VERIFY WITH GENERAL CONTRACTOR AND PER BASIC REQUIREMENTS BRANCH POLES REQUIRED IN PANEL OWNER FOR ANY ADDITIONAL ELECTRICAL REQUIREMENTS AND THEIR FOR THE BASIC INSTALLATION FOR HOME RUN CIRCUITRY LOCATION. OF CIRCUITRY CROSS MARKS INDICATE NUMBER OF 3. VERIFY LOCATION OF ALL ELECTRICAL SHOWNWITH OWNER AND GENERAL _ . UGHTING AND APPUANCE CONDUCTORS IN RUN FOR BRANCH CONTRACTOR AND BRAND NAME,STYLE,AND QUALITY WITH OWNER. BRANCH CIRCUITRY RUN CIRCUITRY WHICH IS TO BE INSTALLED _ CONCEALED BELOW AS IN ACCORDANCE WIYH THE GROUND 4. ALL SWITCHES TO BE"SILENT TYPE"42"AFF.ALL CONVENIENCE OUTLETS PER BASIC REQUIREMENTS RULES STIPULATED FOR UGHTINC jg _ FOR THE BASIC AND APPLIANCE BRANCH CIRCUITRY. 15"ABOVE FLOOR U.O.N. s INSTALLATION OF CIRCUITRY NUMERALS INDICATE CIRCUIT 5. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND Jq 1i DESIGNATION THOROUGLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND THE is CEILING MOUNTED PULL EXACT NATURE AND EXTENT OF THE WORK TO BE DONE,TAKING INTO ACCOUNT ANY SPECIAL OR FEATURES PECULIAR TO THIS JOB. �~ O BOX OR JUNCTION BOX STANDARD OUTLET BOX 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY ELECTRICAL TYPE o PERMIT(S)PRIOR TO JOB START AND OBTAIN PROPER INSPECTION FROM Oj INDIVIDUALLY MOUNTED COMPLETE INFORMATION FOR AN DEPARTMENT OF BUILDING AND SAFETY. I I OVERCURRENT DEVICES INDIVIDUALLY MOUNTED OVERCURRENT - LL CIRCUIT BREAKERS, AND/OR SVATCHING DEVICE TO BE 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY ELECTRICAL FUSIBLE,UNFUSED FURNISHED AS PART OF THE ELECTRIC PERMIT(S)PRIOR TO JOB START AND OBTAIN PROPER INSPECTION FROM SWITCHES,APPLIED WORK DEPARTMENT OF BUILDING AND SAFETY. -l- AS SPECIFIED TOGGLE SWITCH ARE SINGLE B. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF SINGLE LINE DIAGRAM SCHEDULE 0 QµOFESS/ TOGGLE SWITCH SPECIFICATIONS THE ENGINEER PRIOR TO BIDDING THE JOB. 20A 277V POLE UNLESS OTHERWISE NOTED. 42°A.F.F. SUBSCRIPT"3°INDICATES THREE WAY 9, ALL WIRING TO BE THHN OR THWN 600 VOLTS U.O.N. oQ�opo MVoT SUBSCRIPT LOWER CASE LETTERS Ol NEW INCOMING SERVICE 600AMP,PRIOR 4W, ONSTROV,4N,O AIC. INDICATE ASSOCIATION WITH VERIFY WITH POWER COMPANY PRIOR TO CONSIRCUTION,OR PURCHASE OF NOTES No.E12672 m 10. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS ARE BASED ON COPPER PURSHACE OF EQUIPMENT. EXP.3-31-2012 1O THIS IS A SERIES RATED SYSTEM. ALL OVERCURRENT ¢ z n NUMERALS INDICATE CIRCUIT CONDUCTOR RATING. M M M DEVICE ENCLOSURES WILL BE IDENTIFIED AS SERIES RATED 'F j WALL MOUNTED DUPLEX DESIGNATION O2 PROVIDE 2-4°CONDUITS FROM POWER CO.SERVICE UP TO PULL SECTION. AND LABELED IN ACCORDANCE WITH NEC 110-22. _A CONVENIENCE RECEPTACLE 11. ALL BALLASTS SHALL BE HPF,C.B.M.AND LOWEST HEAT AVAILABLE,AND -V 20 AMP,3 WIRES,125V., SHADING OF SYMBOL THUS: U.L.APPROVED THE FACT OVERCURRENT L DEVICES SHALL E AIC RATED PER GROUNDING TYPE,15" : O3 MAIN DISTRIBUTION BOARD WITH 600A,208/24OV,30,42 KAIC, 200A 200A 200A MANUFACTURERS LABELING OF THE ELECTRICAL EQUIPMENT. A.F.F.UNLESS OTHERWISE INDICATES OUTLET MOUNTED ABOVE 72. ALL FIXTURES SHALL BE U.L.LISTED AND APPROVED FOR THE PURPOSE. WITH 4 METERS AND SERVICE DISCONNECT 200AMP MAX RING 3P 3P 3P INDICATED. COUNTER BACKSPLASH� TYPE.DISCONNECT JJN FUSES TO REDUCE AIC RATING TO 10 KAIC O2 NTH 7 FUSES/BREAKERS MUST BE RATED AND LISTED FOR USE PROTECTION,GFI DENOTES GROUND 13. RECESSED FIXTURES IN FIRED RATED CEILINGS OR SUPPLY AIR PLENUMS OR LESS. WITH 75'C CONDUCTORS. WALL MOUNTED QUADRUPLE% FAULT INTERRUPTING SHALL BE APPROVED FOR THE RATING OF THE COLLINS.PROVIDE AIR TIGHT JJN AF JJN jON AF CONVENIENCE RECEPTACLE GASKETS TO SEAL AROUND OPENINGS. ®PANEL.SEE PANEL SCHEDULE. 20 AMP,3 WIRES,125V., ® 14. STEMS OF PENDANT MOUNTED FIXTURES SHALL BE APPROVED FOR O © O O GROUNDING TYPE,15' OS 200AMP METER AND 200AF JJN(USES. A.F.f.UNLESS OTHERWISE INDICATES FLOOR MOUNTED OUTLET. EARTHQUAKE DURABILITY. O INDICATED. 2 1 15. EXACT LOCATION OF EQUIPMENTS SHALL BE VERIFIED IN THE FIELD AND ©4 03/0 THWN,1 B4 GND,IN PIPE A CONDUIT. T SPECIAL RECE,HORJ/206V ONO - a GROUND TYPE,HORIZZONTAL ROUTING OF CONDUITS SHALL SUIT FIELD CONDITIONS. 7O 1/3/0 GND TO COLD WATER PIPE AND LIFER GROUND. � \ MOUNT DEDICATED OUTLET,HORIZ. 16. ALL WIRING SHALL BE INSTALLED IN METALLIC CONDUIT. O N MOUNT FOR CASHIER/COMP- 7 O O O PUTER 120V.15AMP. 17. MINIMUM WIRE SIZE#12,THW,CU MINIMUM CONDUIT 1/2". W STUB-UP ELECTRICAL _ Uj LL', ! CONNECTIONS,HEIGHT 18. USE IVORY DECORATIVE RECEPTACLES,SNITCHES,COVER PLATES, U AS SPECIFIED THROUGHOUT OFFICE AREA. W� 19. ALL SIGNS REQUIRE SEPARATE PERMITS AND APROVALS. WALL MOUNTED PULL BOX O T z PANEL PANEL PANEL 1 Uj OR JUNCTION BOX STANDARD 20. ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING A B C O Q W OUTLET BOX TYPE. LABORATORY. CEILING MOUNTED PULL BOX W OR JUNCTION BOX STANDARD 21. CONDUCTOR PENETRATION OF FIRE RATED PORTIONS OF A STRUCTURE SHALL OUTLET BOX TYPE. BE EFFECTIVELY SEALED AND SLEEVED WITH STEEL FLEX 3 FEET EACH SIDE g W OF PENETRATION,OR OTHER APPLIED METHODS. O O O 5 MOTOR 22. NO BX,AC,MC OR ROMEX TYPE WIRING SHALL BE ALLOWED. WALL OUTLET FOR a 23. ALL SIGNS SHALL BE CONTROLLED/OPERATED ON A SEPARATE CIRCUIT VIA A TELEPHONE 15°A.F.F. INDICATES FLOOR MOUNTED OUTLET. SEVEN(7)DAY TIME CLOCK OR PROGRAMMABLE RELAY PANEL. OR AS INDICATED FLUSH. SINGLE LINE DIAGRAM 24. ALL LIGHTING SHALL BE CONTROLLED/OPERATED VIA TIME CLOCK OR PROGRA- MMABLE RELAY PANEL,EXCEPT THE NIGHTLIGHT AND EMERGENCY LIGHT. ® WALL OUTLET FOR COMPUTER DATA INDICATE ui OINDEXING SYMBOLS HEXAGONAL SYMBOLS CONTAININGARABIC .L 3 REFERENCEMTOAASLEGEND OR w SCHEDULE OF DESCRIPTIONS OF SPECIAL EQUIPMENT OR ELECTRIC WORK REQUIREMENTS o a UGHTING AND SNGLE UNE APPLIANCE PANEL DIAGRAM lA" PANEL SCHEDULE /U EXHAUST FANS rn TES INC. Gv T .iNn.e to Ih � Won .I pW:.rnut peUGu tWl:,vw,e',,y:.. •t,n I:nc,H�s. rmit based r .,e construed �i a r� :,W,:•(the applicab �Surned to LII .t v tr: cwi i the provisions of su N I I I DATE: 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS DRAWN BY: JOS APPROVED BY: !SHEET NUMBER E5 REVISIONS BY i 8-11-11 Jos PANEL: "A" PANEL VOLTAGE:208/120V 3$ 4W CIRCUIT CODE: blank or N NON-CONTINUOUS DATE:- BUS'200 L: LONG-CONTINUOUS PANEL: "B" TIME:- MAINS:MLO PANEL VOLTAGE:208/120V 3$ 4 W CIRCUIT CODE: blank or N NON-CONTINUOUS JOB:- AIC RATING:10,000 R DEMANDABLE RECEPTACLES BUS:200 K : KITCHEN NO. OF EQUIPMENT: 0 DATE:- TIME:- MAINS:MLO L LONG-CONTINUOUS I z ow w LOAD DESIGNATION C O N N E C T E D V A LOAD DESIGNATION JOB' AIC RATING: 70,000 R DEMANDABLE RECEPTACLES a DESCRIPTION (NOTE) M R L $A $B $C ABC $A $g -r"i o K KITCHEN NO. OF EQUIPMENT: 0 i L 20 7 LIGHTS/FARMACY $C L R M (NOTE) DESCRIPTION � a � � � LOAD DESIGNATION C O N N E C T E D V A 3 L 20 i LIGHTS/FARMACY 744 1080 ram- a DESCRIPTION (NOTE) M R L $q $6 LOAD DESIGNATION o 1240 RECEPT/COMPUTERS 20 1 N 2 $C Ai $A $B $C L R M (NOTE) DESCRIPTION a o S L 20 1 UGHTS/REST ROOM 1080 RECEPT/OFFICE 20 7 N 4 1 L 20 1 LIGHTS/EXAM ' 7 L 20 1 EMERGENCY LIGHTING/E%IT SIGNS 132 3 L 20 1 LIGHTS/RECEPTION 248 1080 1080 RECEPT/Fl20NT DESK 20 1 N 6 88P RECEPT/EXAM 9 L 20 1 LIGHTS E%TERIOR 310 1080 S L 20 1 UGHTS/REST ROOM 1080 RECEPT/EXAM 20 1 N 4 s' 1230 RECEPT/FRONT DESK 20 1 N 8 132 11 L 20 1 EXTERIOR SIGN 1080 RECEPT/COMPUTERS 20 1 N 10 7 L 20 1 EMERGENCY UCHiING/EXIT SIGNS 1080 RECEPT/FRONT DESK 20 1 N 6 ' 13 L 20 1 EXTERIOR SIGN 1000 1080 9 L 20 1 UGHTS/SIGN 248 1080 1000 RECEPT/FRONT 20 1 N 12 1000 RECEPT/OFFlCE 20 1 N 8 4 15 L 20 7 LIGHTS CANOPY 200 LANSCAPE UGHRNG 11 720 RECEPT/EXAM 20 1 N 10 m 17 L 20 1 LIGHTS ROOF 150 20 1 N 14 13 200 6 2 z 19 L 20 1 MOTION SENSOR UGHTS 15 14 rQ F 21 150 18 17 g 5 23 20 19 16 N^o 25 22 $- 27 24 23 20 m 29 26 25 22 31 28 27 33 30 29 26 i 35 32 31 28 P Essr 39 L 40 AC-5.0 2800 2800 180 RECEPT/ROOF 20 1 N 36 33 30 o v��Q�o MfY H v _ 35 32 w N.E72672 :I 34 2800 2800 40 N 38 37 180 ¢ � E%P 3-11-2012 z 41 L 3 AC-5.0 RECEPT/ROOF 20 1 N 36 w # v 2800 2800 N 40 39 3100 PANEL NOTES: PHASE TOTALS $A: 10164 $B: 10380 $C: 9092 3 3100 N 42 45 L 38 TOTAL CONNECTED VA 25636 41 AC-6.0 L 40 S : PHASE TOTALS $A: 5756 $B: fi582 $C. 44 200 3 L 42 Q- CONNECTED VA PANEL NOTES(CODE N) 11080 TOTAL CONNECTED VA 16830 - CONNECTED VA(CODE L) 14556 i EXISTING CONNECTED VA CODE N 5220 CONNECTED VA (CODE R) 0 O ( ) CONNECTED VA (CODE K) 0 2Q NEW CONNECTED VA(CODE L) 11610 J TOTAL CONNECTED KVA 25.6 CONNECTED VA (CODE R) 0 f DEMAND KVA 29.2 CONNECTED VA (CODE K) 0 0% SPARE KVA 0 TOTAL CONNECTED KVA 16.8 r l TOTAL ADJUSTED KVA 29.2 DEMAND KVA 19.7 Q II LOAD BASED ON INFORMATION OF EQUIPMENT PROVIDED BY OWNER CONTRACTOR.VERIFY IN FIELD EXACT SIZE AND REQUIREMENTS OF EQUIPMENT ADJUSTED PANEL AMPS 81.3 0%SPARE KVA 0 0 - TOTAL ADJUSTED KVA 1g,7 ''1 C0 LOAD BASED ON INFORMATION OF EQUIPMENT PROVIDED BY OWNER CONTRACTOR.VERIFY IN FIELD EXACT SIZE AND REQUIREMENTS OF EQUIPMENT ADJUSTED PANEL AMPS 54.8 "� rn 111� �U O �W/ 0jr LL WO Y 0 g00 2 ^LU �Y PANEL: "C" PANEL VOLTAGE:208/120V3$ CIRCUIT CODE 4W W : blank or N NON-CONTINUOUS Y DATE:- TIME: BUS:200 L LONG-CONTINUOUS - MAINS:MLO JOB:- AIC RATING:10,000 R DEMANDABLE RECEPTACLES LOAD DESIGNATION K KITCHEN NO. OF EQUIPMENT: 0 J 0 o CONNECTED V A a DESCRIPTION (NOTE) M R L $q $B LOAD DESIGNATION o 1 L 20 1 LIGHTS/E%AM $C ABC $A $B $C L R M (NOTE) DESCRIPTION a chi 3 L 20 1 UCHTS/RECEPTION 310 1080 .. 558 RECEPT/E%AM 20 1 N 2 5 L 20 1 UGHTS/REST ROOM 1080 PT/EXAM 20 1 N 4 7 L 20 1 EMERGENCY UGHTING/EXIT SIGNS 132 1080 RECEPT/FRONT DESK 20 1 N 6 Z 9 L 20 1 UGHTS/SIGN 310 1080 1000 RECEPT/EXAM 20 1 N 8 u 71 w 3 10 0' 15 12 a 17 4 ig 6 21 8 23 20 25 22 27 24 29 26 31 33 30 1 LS INC, 35 32 37 180 RE34 CEPT/ROOF 20 1 N 36 rr R• nai;oli s 41 3100 permit peed g 41 3100 AC-6.0 45 L 38 I i.•,y I 3100 L 40 PANEL NOTES: PHASE TOTALS $A: 5880 $B: 5738 $C: 44g2 3 L 42 a p rmit based n TOTAL CONNECTED VA 16110 �� �ut construe o i EXISTING , •I. - 't •:.I ,n�d the a CONNECTED VA(CODE N) 4500 a 5 r },.; pr-sumedptlo g e Q2 NEW CONNECTED VA(CODE L) it610 -on iv IZ iN', riel the provisions of s In CONNECTED VA(CODE R) 0 CONNECTED VA (CODE K) p TOTAL CONNECTED KVA 16.1 DEMAND KVA 19.0 0%SPARE KVA 0 DATE: 06-13- 011 TOTAL ADJUSTED KVA 19.0 LOAD BASED ON INFORMATION OF EQUIPMENT PROVIDED BY OWNER CONTRACTOR.VERIFY IN FIELD EXACT SIZE AND REQUIREMENTS OF E UIPMEM I ADJUSTED PANEL AMPS 52.8 SCALE: AS NOTED DESIGNED BY: JOS DRAWN BY: JOS APPROVED BY: SHEET NUM ER E I I REVISIONS BY CERTIFICATE OF COMPLIANCE Page 1 of 4) LTG-1C CERTIFICATE OF COMPLIANCE (Page 2 of 4) LTG—iC CERTIFICATE OF COMPLIANCE (Pa e 3 of 4) LTG-1C $-11-11 JOS Project Name: LAKESHORE MEDICAL CENTER D°le: 07-14-11 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Project Name: LAKESHORE MEDICAL CENTER Dote: 07-14-11 Project Address: Climate Zone:Building CFA:4700 Project Name: LAKESHORE MEDICAL CENTER Dote: 07-14-11 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST 16746 LAKESHORE DR.LAKE ELSINORE CA.92530 14 lUnconditioned Floor Area: Field Inspector FBI in controls for all spaces:a)area controls,b multi-level controls,c manual dlighting controls for dayfit areas>250 N2, Installation Certificate,LTG-1-INgain a copy and verify form is completed and signed.) ❑ automatic daillightin9 controls for Ill areas> ,500 ft2,d)shut-off controls,e) isplay lighting controls,f)lailored lighting General Information Field Inspector contras-general Ilghtiogg controlled seepparotdyy from display,ornamental and display case lighting and g)demand responsive Certificate of Acceptance,LTG-(tttrtain a copy and verify form is completed and signed.) p automatic controls for re stares>50,000 ft2,in accordance with Section 131.Building Type: Nonresidential ❑High-rise Residential ❑Hotel/Motel ❑ i Relocatable Public separate lighting a us a or an lone an ncan lane paces ns a e Ig rq owe Ise an MANDATORY H DATORY LIGHTING CONTROLS-FIELD INSPECTION ENERGY Field ❑Schools ❑Schools MCondition Spaces ❑Unconditioned Spaces this Lighting Schedule is onlyfar.MCONDITIONED SPACE ❑UNCONDITIONED SPACE KLIST Inspecto Phase of Construction: ❑New Construction [I Addition 0Alteration El The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance Number o with 146(a) Type/Description of Units Location in Building Al Pass Fail Method of Compliance: ❑Complete Building M Area Category ❑Tailored ❑Only fora lice,:Up to the first 0.2 walls Ter square fool of portable lighting shall not be r qu'red to be induded in the AUTOMATIC TIME SWITCH 1 OFFICE ❑ ❑ ❑ 23 N$ Documentation Author s Declaration Statement celculalion of actual indoor lighting power density in accordance with the Excepllon to 146(a�.All portable lighting in ❑ ❑ ❑ excess of 0.2 watts r square loot is totaled below. ❑ ❑ ❑ •I Certify that this Certificate of Compliance Documentation Is accurate and complete.Name: LUmjnalre Schedule (Type, Lamps, BalldBS tilled Watts ❑ ❑ ❑ PEDRO MEDINA Signature: A B42 C1 D I E F G H ❑ ❑ ❑ 44 Company. MEDINA&ASSOCIATES Dot°' 07-14-11 How aye was d ❑ ❑ ❑ determine mine ins ec tor ❑ ❑ ❑ Address: 8360 CLAIREMONT MESA BLW SUITE 103 Epp 0 e: CEC According s s Cii State i. �rE Completes Luminoire Description Default to o ta � ❑ ❑ ❑ $v Y P SAN DIEGO CA.92111 Phone: a P P _ - 858 571 3188 (i.e,3 lamp fluorescent troffer, from §130 ❑ ❑ ❑ a m _ F32 ,one dimmable electronic ballast 3J NAB d or e _H a( ) _ ❑ ❑ ❑ Principal Lighting Designer's Declaration Statement A,AE 2X2 FLUOR.F32T8 2TUBE ❑ 62 V ❑ 159J 3658 ❑ ❑ ❑ ❑ ❑ ®� S •I am digble under Division.of the Cdifomia Business and Professions Code to accept responsibility for the lighting design. •This Certificate at Compliance identifies the lighting features and performance specifications required for compliance with B 2X4 FLUOR.F32T8 3NBE ❑ 93 Rl ❑ 6 558 ❑ ❑ QpoFEssf� title 24,Page 1 and 6 of the California code of Regulations. C,CE 4'FLUOR.F32T8 1TUBE 01 32 R3 ❑ L7 544 ❑ ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG-iC s •The design features represented on this Certificate of Compliance ore consistent with the information provided to document this design D COMPACT FLUOR.PL26 1TUBE ❑ 32 KI ❑ 4 128 ❑ ❑ The Iota enforcement agency should pay special attention to the items specified in this checklist.These items require special written on the other applicable compliance forms,worksheets,calculations,plans and specifications submitted to the enforcement agency for ❑ ❑ ❑ El ❑ justification and documentation,and special verification.The local enforcement agency determines the adequacy of the justification,and Na.E12sTz approval with this building permit application. ❑ ❑ ❑ ❑ ❑ may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. aW E%P.3-31-zolz g ❑ ❑ ❑ ❑ ❑ w Name:PEDRO MEDINA Signature: ❑ ❑ ❑ ❑ Company. MEDINA&ASSOCIATES 6 ❑Phone: Ell ❑ ❑ ❑ ❑ 858 571 3188 ❑ ❑ ❑ ❑ ❑ cp` Address: 8360 CLAIREMONT MESA BLVD SUITE 103 License#E12672 ❑ ❑ ❑ i Cit State Zi. ❑ ❑ ❑ Field inspector's Notes or Discrepancies Y P SAN DIEGO CA.92111 Date: 07-14-11 ❑ ❑ ❑ Lighting Mandatary Measures ❑ ❑ ❑ndicute location on building plans of Mandatory Measures Note Black: E3 ❑ ❑ ❑LIGHTING COMPLIANCE FORMS&WORKSHEETS check box if worksheet is included ❑ ❑ ❑ or detailed instructions an a use o Is an a nergy eency an ar s compliance ems,pease reer o eNonresidentialanus INSTALLED WATTS PAGE TO fl}8 nstalled Watts Buildin Total Q o uDl shed b Ne California Energy commission. Building total number of pages 1 4888 co t4LTG-1C Pages 1 through 4 Certificate of Compliance,All pages required on Ions for all submittals. (Sum oEnferpbloSLTC-1C Pa 4 of 4 N p�❑LTG-2C Lighting Controls Credit Worksheet 1.Wattage shall be determined according to Section 130 d and e.Wattage shall be rating of light fxture,not rating of bulk. LL W!D LTG-3C Indoor Lighting Power Allowance 2.If Fail then 1d ibe on Pa e 2 of the Ins ction Chedd tam and lake a raprkrte action to correct.Vert buildinglens if necessar. K V ❑LTG-4C Pages 1 throw h 4 Tailored Method WorksheetO ❑LTG-5C Pages 1 through 2 Line voltage Track Lighting Worksheet W W I 2008 Nonresidenlsl Com Isnce Fa ens 2008 Nonresidential Compliance Forms Z Y Z P August 2009 d August 2009 2008 Nanresldentwl Camphance Forms August 2009 W g (fl J U UJ �W �Y �g CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTG-1C INDORR POWER ALLOWANCE LTG-3C Project Name: LAKESHORE MEDICAL CENTER Date: 07-14-11 Project Name: LAKESHORE MEDICAL CENTER Date: p7-14-11 Conditioned and Unconditioned s ace Li htin must not be combined for coon liance ALLOWED LIGHTING Indoor Lighting Power for Conditioned Spaces Indoor—LightingPower for Unconditioned Spaces A Separate LTG-3C must be filled out for Conditioned and Unconditioned Spaces.Indoor Lighting Power Allowances listed on Installed Lighting Walls Installed Light' Watts this page ore only for:®CONDITIONED spaces ❑UNCONDITIONED s aces (from Conditioned LTG-IC Page 2) 4888 (from Unconditioned LTG-IC Page 2� 0 COMPLETE BUILDING METHOD WAT COMPLETE ALLOW Lighting Control Credit Lighting Control Credit BUILDING CATEGORY From 146 Table 146-E PER ft BUILDING ARE = WATTS Conditioned Spaces(from LTG - 0 Unconditioned Spaces(from LTG-2C) 0 MEDICAL CLINIC 1.1 4700 5170 z Adjusted Installed Adjusted Installed BUILDING LIGHTING SHUt-OFF Lighting Power - 4888 Lighting Power - 0 0 TOTALS THE BUILDING LIGHTING SHUT-OFF SYSTEM CONSISTS OF AN AUTOMATIC TIME SWITCH,WITH A ZONE FOR EACH FLOOR: a AREA WATTS OVERRIDE FOR BUILDING LIGHTING SHUT-OFF Complies If Insldled S Allowed Complies if Installed S Allowed AREA CATEGORY METHOD-Part A THE AUTOMATIC BUILDING SHUT-OFF SYSTEM IS PROVIDED WITH A MANUAL ACCESSIBLE OVERRIDE SWITCH IN SIGHT A B C D OF HT ELIGHTS. THE AREA OF OVERRIDE IS NOT TO EXCEED 5,000 SQUARE FEET. Allowed Lighting Power 5170 Allowed Lighting Power 0 WATTS ALLOWED Conditioned Spaces(from LTG-3C) Unconditioned Spaces(from LTG 3C) AREA CATEGORY From 146 Table 146-F PER ft PER R = WATTS AUTOMATIC CONTROL DEVICES CERTIFIED eiqulred Acceptance eats ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED;ALL ALTERNATE EQUIPMENT SHALL BE CERTIFIED AND Designer: INSTALLED AS DIRECTED BY THE MANUFACTURER.ml.loan h to a...a by th.aduka.r a,d attached to thc plane.lulled It—Is the oaaepmra.l.at rer the ugnr g:ntem, F', I 'i.NCF LID-2A.The dedgner la squired to Mock the acceptance testa and list all control devices serdng the building or apace when be certified as FLUORESCENT BALLAST AND LUMINAIRES CERTIFIED ling the Accept—ReWkamenla far Code Complbnes If all the lighting system er wntrd of a certain tyye requires a teal,list the different SC - lighting and the number of anon The wax section m the A six of the Nonresidential Rehrence V'��:�S INC. DDen Appendices Manual dascribea Me test.Since this term will be part of the plane,compietbn of This section will allow the responsible party to budget for the scope.r wort apprapriomy.F«m ALL FLUORESCENT FIXTURES SUBJECT TO CERTIFICATION AND SPECIFIED FOR THE PROJECTS ARE CERTIFIED. ,,Y _ r can be grasped by type at wminawe coo-olled Enforcement Agency A.. Sydwnbldd Acceptor..Before acrnp...y Permt h granted for a newly c.nstrudea buldng a space err wren ever new IgM ng snlem wth INDIVIDUAL ROOM/AREA CONTROLS i'- - z r n;:e to Ci mLTC is n false r lne baTemg or apace shall be certifrctl as meelmgcaM1e Acceptance Requrom.rk EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE .Lac ze iorm i.not con.iaered a compht.fo-m and Is not to b.a eptea by the mfomemenl agency„nW.the boas,are.hocked and/or FOR EACH AREA WITH FLOOR-TO-CEILING WALLS. I :s1 Permit pendbl side d IW: In aaaition,a Certircate of Aooeptinca forms shall to,submitted to the enforcement agency that wink,plane.s,ciflodlor.. �,i�i,r-11;P J';y,;p::nC1 p ledi tlon cereficolee d operating and mantenance Imarmaton meet the re,urenn.m.of gio 10](b)of Title 24 Part 6.The ridd nepector t receive the provedyy hllaa out and agned farm,before the bulldinq ebe find occupancy.A copy of the LTG-2A for each different UNIFORM REPRODUCTION FOR INDIVIDUAL ROOMS S. lighting luminous mntrol(s)must be proviaea to the owner of the building forrthar recoNs Luminaires Controlled LTG-2A ALL ROOMS AND AREAS GREATER THAN 100 SQUARE FEET AND MORE THAN 0.9 WATTS PER SQUARE FOOT OF - a' "'A of 1 P^rmit based of �trds and Sum of Aditional Nlowed Watts from Area Category Method-Pa t B from table below LIGHTING LOAD SHALL BE CONTROLLED WITH MULTI-LEVEL SWITCHING FOR UNIFORM REDUCTIONS OF LIGHTING WITHIN THE l 01 e construed t d ❑ l io o1 the applicabl ,ors is 470O 5170 s or;,i t m •fir sumed to iv AUfomalflC TOTALS mut I, I< ai t 9 Do ighl'ng CartfaS AREA WATT!; DAYLIT AREA CONTROL I th provisions of slut Equipment Requiring Testing Description - LoceBan Aceeplance ALL ROOMS THAT ARE GREATER THAN 250 SQUARE FEET AND CONTAIN WINDOWS AND SKYLIGHTS,THAT ALLOW FOR THE w AREA CATEGORY METHOD-Part B Additional Wattage Allowance from Table 146-F Footnotes c=n l l s TIME SNATCH z 1 OFFICE ❑ A B C D E F G EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50%OF THE LIGHTING POWER IN EACH DAYLIT AREA ❑ CONTROLLED BY A SEPARATE SWITCH; OR Additional ALLOWED ❑ Watts Wattage TOTAL WATTS ❑ Primary Per fly Allowance DESIGN Smaller of CERTIFICATE OF ACCEPTANCE(LTG-1-A)AND ALL APPLICABLE ACCEPTANCE DOCUMENTS ❑ Function Sq Ft Allowed (BxC) BUILDING CATEGORY(From 4 146 Table 146-E) WATTS D or F (LTG-2-A; LTG-3A)SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THOSE FORMS ARE REVIEWED AND DATE: OI6-13-2011 El 1 71 ,- --- ❑ SCALE: S NOTED / ❑ TOTALS-Enter into Area Cate,iuMethod-Par A table abave DEslcn! JOS ❑ 1.Additi al watts available onl when allowed according to the footnotes on bo tp of table 146- for chandelier a sconce ❑ art,craf�assembly or manufacyturing specialized task work;precision commercial/industrial work;err lab specialized task work. �KAWN Y: JOS 2. ecial luminaires are light fixtures described in the Table 146-F Footnotes that are sub'ct to an additional walla a allowance. ❑ TAILORED METHOD ❑ Total Allowed Watts using the Tailored Method taken from LTG-4C(Page 1 of 4)Row 3 APPROV D BY: The indoor lighting V�ower allowance using the Tailored Method of comoolIiance shall be determined using the LTG-4C set of forms.A separate set of LTG-4C forms shall be filed out for CONDITONED and UNCONDITIONED spaces SHEET NUMBER 2008 Nonresidential Compliance Fo ens August 2009 2008 Nonresidential Compliance Forms August 2CO9 7 \ REVISIONS BY I I A8-11-11 JOS I 1 - I CERTIFICATE OF COMPLIANCE Part 1 Of 4 OLTG-1C CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG-1C CERTIFICATE OF COMPLIANCE Part 3 of 4 OLTGdC CERTIFICATE OF COMPLIANCE Part 4 of 4 OLTG•1C LAKESHORE MEDICAL CENTER f011N2011 LAKESHORE MEDICAL CENTER o•i0f1NZOft LAKESHORE MEDICAL CENTER iN1812011 LAKESHORE MEDICAL CENTER f0/iS12011 O Pv !' sa. SIR w �y H .__-_ __ g P'nm Aadr=xs COMPLIANCE FIXTURE I LIGHTING CONTROL SOHEOULE and FIELD INSFECTIONCHECKU T A OUTDO OR LIGHTING ZONE ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER 16746 LAKESHORE DR.LAKESHORE.CA 92530 24.07 INSTALLATION CERTIFICATE OLTG-11NST 1wlewam w eN FMM ma On p DUTD-011GHTING ZONE' ❑ OLZ D OL2A ® OL23 ❑ O 4 LMlrllnp Weaen, GENERAL INFORMATION Glenn'. Of ACCEPTANCE OLTO.24(R.. a FNMN on❑ N n.oU..,LipMnO Zanu D Oalaul,,aowMerae__§1_a-, t1 nme�JX�_ Paew Of Cow C1r,Ne0w Cinelilln^Statement13 ddi _a NNraWn ---- A _ wmm.B nem'M ____ _.... v mE P�rc.Wa. __H_. Largk,a Ne NlamaYonbNm llM1a eMpW Ouleaar LlpM1 NO Zwre nee been ammtlea bYlM o<a lurbtlltllDn lgHrq aulM,lly -.. A 'RXTI OLT02'a'Ie /M�°a et"'hoape.- -_._._._-_... _..{_..___..-< .. ail Ltl�d Documentation Autho a Declaration "::w•I we LANAI: I wrYlyiha lMe Cenlll Iea Carnal acodowmeNnI,RNeccuralaeneco1,Xd0. U ""ad a F -" p w,elaa na S Is., IOL�62C pn llpnlMp;Wp allowance per unN lnnelh PAro pp n NepavanMm eaagnWWParN rwnewnd nee vnaTe proeewe.awm^nn«evl ew mawenM •la3 ! F -___..— � y a e -- _ Ir $ F IzzprLzs nawproawewmTabre lanlaA b.<.w.Iw r wnaawnneuw,]p^e! 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'__......... .. ._.. ... _....___ Fa .__ _ -. _ ..___.._ BTTOLpplaat on llOMine waaapn Nlowwwla ordw+w requbanaMs -' pOFEsB/ g rwcwaa.daDEba - -a ❑ D 0 !]g __-_F Irom OLT(}ZC Pega3p19) __ m�I fie! ? "'9 VrinrJpal Lighting Designer•.Chief eretilde Statement - o' D D a compel.m.mam,.nwb.law_f aadl'm^alirnwpDDwerdow.nwelw pmmwwreA<Namaue as aaod 3 } 0 M L1eTp � -_.._._t_^__-._.. u of rovreAxrou9lr dr ;sw Ngn P.wvwv 9=ev,n .__ var0 'I�- ' I to el ue uRaar Dlv.mnaame cduamm■ae,rlwxnw Pnlewlonel code to aepe xy _---'- p t p o-�.. i]] D p m male<.1 BWnwly,.eamdmlr.aopNa awanaowaow em l.vw wMa.re.�wr..,eaw...repao. ..__, ag1, m- ":-'ir-.- s 8 is o y� No. Fro_ B pt waponalW mr Nx � anal d'e,nano G TOMI MawNW S y Ilph.GKI ip - - th.plonNdwaNIl. e.byN ow nO epWYe pease P.a Iaystl lerlarm,WUene'Im•WM whew.me wmmenl about -T eY a 2 ! TN.C.Nhcaw of Col Nave Eenl I'ee the li nl n testate.and torments a ai fwpom had for --- �-y-- � ! a �--r' �'-'"'-' me O,woeed enwBe H Twal InelalNtl waNe(am Go p a c• a e 5c Uu a. j a wmPYanw vnlh Tile 2l Pepael enaeof lltaCal lomla Cadew Rapualons.p ro9U ---_ ❑ ' ❑ I ❑ --__-__ p Thelo<e IYaa4cWnnANnr aulnalywhcM1 aaawed vpwicaumea Ya,lrww e,la nai nw Wlne Cemmledw by pm+!dnp .(hen OLTG-2C Pa0e1 o131 __ 0.w. '' a"i u F i ! m u �; Q EXP03-31-2012 A - w w� _____._...___ m • matlea pn lwturw repraaon,oe un lnxCenlcale al Co nprarme are wnslalanl ri nMe'MOm,ayon proNtlW _ ..__ ❑J.❑ ❑ ❑ Nele ow lq mawNereparea§,^,'H,,o the ExeoUlNe Cr.a.ae Complex Nwanape In raw Nle law man oregUPl to the wamgee Ill—0 ®Yea oNo Q [[ S m 0 W * V to dacumenl lnbtleatpn en lM1e oiwr appl cable compliance twos Wmrxvheala cw,N,,,panb end _ EMmmId NNO110AC:Paw4p4:Raw IN,wdW w ■Q! d � � e�� I a � � RXNIicmNw 6ubmllled latheen--.rl aexno for S y eppwalw MlncbulNlnp wrmlapp lwvon Tsw 'dw(.w.wdapw Plw vunw.x.Wuwq,w Inal+a: C.ACCEPTANCE OR 3 vwerem NOl bdWIlYw Bv.eNarnwwmnma am badA _-..-- ,.n nv.ew•mw6abaMmbmn Pena M Mma wvwnMa _.. �maa ewPwro>TUN • MemwmaaN:mW'm amMwm a ). 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I i i - ____ Me ea - c rasa ______.._ RUIe W p q_°.� ___ ❑ I❑ 1 I g � B � 8 1 g• R� ma r I DATE: 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS DRAWN BY: JOS OF APPROVED BY: SHEET NUMBER E8 RE ISIONS BY A08-11-11 JOS I ! T— — I I i$ wRwAnoN RiP/PRV ,EW I :� 51 3 1 as r- �mRV o ` 1 I I �leFESS/a. P 1 m 4pKHgf�..K NO.N-317 ffl a uuu W * 1LP s BA .YEN ALE P W ME AT I/W'YaPE EVERY 12' f AS F WE AT I/1 2�ORE E Y IY p Q �— 4 W41E ME 1/f W%EVERY 1Y Q WA21E AT 1/R'&0E EVENYd2' — cn r- - ----------- --- ---� --- --- ------- - - --- --- --- --- Ja , i W 00 WO (no: YZ W 'tW U IY e o 1-IX O I Z a L _ SCO'— ; r;,'A ES INC. I.y' )A, ___..._._. _.. ,..,. ..,. .... o•..u;rn•ronce to the SITE PLUMBING PLAN nd pending o i � rmit pending SCALE 1/8"=1'—O" ic, PE•rmit based on 1 41,not i o construed to of the applicable •.us or c.-I .',n1 pruaumed to give ,06ty ncyJ CIE provisions of such MON DATE: 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS DRAWN BY: JOS Q#6 APPROVED BY: SHEET NUMBER KEY NOTE: THIS PROJECT SHALL COMPLY WITH THE P 1 2010 CBC, CMC, CPC, CEC, CGBC ALONG WITH THE T-24 ENERGY STANDARDS. REVISIONS BY 1 08-11-11 JOS a 3/4' O FTBATI?w� /4. XAM 1 Hs XAM EXAM 3 0 1/2 I J S l�A a Hs a t ' aAT XAM 3 �Hs 3/4" / 11/2" imDO 'S OFF 1 2 I TIO 1/2 —t a H HS il I b CORRIDOR I 1 z 1/2 ' t .Do PHARMACY 3/4' I — — FEKA�M 0=• a 0 3/4° I I I = PREP � 3/4 GUNGE HS S RVI NT ESsr ATIO Hs 3/4" OFFICE_ COR I OR a—_ -� 3 4 OFFICE DOCTORS OFFICE —�� WAITING ROOM I _ 7/2' I—' o y ^� 9 L5 �!1 m P TI N I• 1/2" Lu ee Ms EXAM 1 STATION ' ° 1' 1\ 1 2 __ 3/4" 1/2 1T2— I t I RECEPTION OFFIC LOUNGE t ST RAGE STATION I H5 BATH fh e STORAGE PROVIDE LOCK d 0 FOR SECURING �ATH Wa t He RECEPTION/OFFICE M 1" FOR CONTINUATION 1"I �04 I. LO SEE SHEET P1 FOR CONTINUATION W 0CCd ) SEE SHEET P1 FOR CON1INUA110N Z L SEE SHEET Pt 1.A6 Uj W K Z yz W gw (fl J WAITING ROOM U vw �LI Y L ORAGE �g g Z U O a USE THIS METHOD _ I TABLE 2 5:;� n ., -ES INC. CW AND HW FLOOR PLAN Q//61 t _ rE._.____ SCALE 3/16"=1'-0" FIXTURE TYPE h oceto th FLOW RATE MAXIMUM FLOW RATE AT 4 cmut pendin 20% REDUCTION y e SHOWERHEADS 2.5 qpm®80 psi 2 qpm @ 80 psi LAVATORY FAUCETS hot i1 t;.0;n :,t n o a permit baLi sed t 2.2 m®60 psi 1.8 m @ 60 SI har rot be construed t rmlt o, w' w:tiat on of the applicabl KITCHEN FAUCETS 2.2 m @ 60 psi 1.8 m @ 60 si WASH FOUNTAINS cries or oru �r per'ir presumed to giv 2.2[rim space(in)/ 1.8[rim space(in)/ crt orty to vl��l :<: c:ulcel het provisions of su 20 gpm®60 psi] 20 gpm®60 psi] METERING FAUCETS 0.25 allons/a ale 0.2 gallons/cycle METERING FAUCETS FOR WASH FOUNTAINS .25[rim space(in)/ 0.20[rim space(in)/ DATE: 20 gpm®60 psi] 20 gpm®60 psi] 6-13-2011 GRAVITY TANK TYPE WATER CLOSETS 1.6 gollons/flush 1.28 gallons/flush ' SCALE: AS NOTED FLUSHOMETER TANK WATER CLOSETS 1.6 gallons/flush 1.28 gallons/flush ' DESIGNED BY: JOS FLUSHOMETER VALVE WATER CLOSETS 1.6 gallons/flush 1.28 gallons/flush DRAWN BY: JOS' APPRO ED BY: ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.6 gallons/flush 1.28 gallons/flush sH ET NUMBER URINALS 1.0 gallons/Flush 0.8 allons flush �2 1.INCLUDES WATER CLOSETS'MTH AN EFFECTIVE FLUSH RATE OF 1.28 GALLONS OR LESS WHEN TESTED PER ASME. kREVISIONS BY 08-11-11 Jos WCO wC WCO VTR L 3— EXAM 1 EXAM 2 EXAM 3 L Hs 1 e lA@ BATH Hs VTR Hs 3"BATH aS WOO 2' HS T 3" _ _ — 4" EXAM 3 \ t 3" — DOCDOC 0� i TIO 12. 2" C t I2. HS 4 -� 8 ® I/ CORRIDOR VTR I PHARMACY I �2 2" EXAM 2 PREP LOUNGE p° ®�I ,_ _ 1\\ VTR HS SERVICE COUNTER QS'ATIO \ I3" ` I t mCD KEHR ^� OFFICE VTR.5 DOCTOR'S OFFICE OFFICE CORRIDOR 2" CO ow BATH WAITING ROOM I VTR L we I I2 Hs I �,P 6/v 1 t\ EXAM 1 STATION _ 3 _ _ 3 _ WC VTR MS I4 HtS RECEP OFFICE LOUNGE 2 i STORAG IOCG BATH WC I2 I STORAGE S � 3 3" HS e1 W t C O WOO WCO RECEPTION/OFFICE BATH B'cN I4. 14" . W II 01 Q'(0 ui OU FOR CONTINUATION FOR CONTINUATION ( w SEE SHEET P1 SEE SHEET P1 I LAB Z YZ JI g� FOR CONTINUATION — —4° 4 iWCO W SEE SHEET P1 WOO U r W WAITING ROOM fOY STORAGE �� a i,.rn .;IATES INC. WASTE AND VENT FLOOR PLAN ,t;,,.l :.,Eco,,:t, 11I ., .. �:�'.f'..A'J I�`:.1f i.:illl I SCALE 3/16"=1'-0" permit pel Jin u�r,l11 „1 e permit baic b A., rh:n,at be constru d t of the appll bI PI —,:t prosumed Ic givD provisions Of uc DATE 06-13-2011 SCAL: AS NOTED DESI NED BY: JOS DRAT BY: JOS APPR VED BY: SHEET NUMBER P3 REVISIONS BY 8-11-11 JOS fi �- T TION O' EXAM 1 IXAM EXAM lA@ o o EXAM 3 0 STATION S BATH BATH g s 171-1/4• 171 -1/4• L71-1/4. o TIO PHARMACFf—XA,.CORRIDOR '�IY BATHm fpKHgt 9 PREP 1\\ J LOUNGE ,cy� xa umsan m_ SERVICE COUNTER QATIO ` / 5t* CP OFFICE CORRIDOR o Q/v OFFICE O DOCTOR'S OFFICE OFFICE WAITING ROOEXAM 1 N N N Q Q STATION O < RECEPTION/OFFICE LOUNGE STORAGE O STATION [E�STORAGE BATH 1-1/4'a ILL Q1 1/4 Q O Q1 1/4 BATH O 11J� OU RECEPTION/OFFICE W WX r W� Z YO z FOR CONTINUATION FOR CONTINUATION W J SEE SHEET P1 SEE SHEET P1 �W �g WAITING ROOM STORAGE z w 0 a �FLS INC. -I.. i nr,^tut n;•c +.thr irttiun GAS FLOOR PLAN SCALE 3/16"=1'-0° ;inn permit pendil f.ity turnl JieS. ;•�.,,. ,i alinrl f a permit based 1 ,i�;.rn•,,I f,f t t ;..i;shall nut be construed 1°It il- or`th'� :vu u� i�lple ilnit presumed tlo gi ..dos c,r nn:•i c I" P .thu tp w to r r ncal tha provisions of s h N t t r DATE: 6-13-2011 SCALE: AS NOTED DESIGN D BY: JOS DRAWN BY: JOS APPROVED BY: I' S EET NUMBER P4 REVISIONS BY 08-11-11 Jos OAS FRO' VED MANNER 5.0 50 A READILY VISIBLE LOCATIONY V151BLE SEE DET IL 1 SHEET M 80 VTR LOCATION AC ® �D'MIN. ® ® Vin VTRo "OCD TO SPILL IN W CD T SPILL I TO BACK OF VTR A READILY VISIBLE A 5� LA IN N APP ED MANNER 70 IN. LOCATION ,I 5� S E DETAIL 1 SHEET M CD TO SPILL INTO BACK OF IQ Si q LAM IN AN APPROVED MANNER SEE DETAIL 1 SHEET M 0'MIN 10' IN. -W vy 10' IN. mS VTR VTF VTR w a VTR m 4PK HRII W - m Q ¢ 6 pP.g/gyp/Mi> a VTR o VTR ------------------- --------------------------------------------------------------------------------------------------------- .M QN w 0U H Nw crZ Y° — Z LJJ gco �W U �W �W �g J Iv U W O a �r�✓En 11.., 1NCE fl .ci �n... ,i:C•,ATES INC. ROOF PLAN Y_ SCALE 3/16"=1'—O" AI1ti10r12pend s .'�,I I I .permit pendi ?rr. I; ua^:x+ �•`�`% o' a nermit based n au!Imv•.I�,i 'ch.�I not be conBtrLled o, ,rmit or nlnl „,.�vl:dauJI,of the applica' 0 ,.ies or.•run 1 "^Tit presumed tog 6 , Ithcrl;y to gl tI.V provisions of s h.. DATE 06-13-2011 SCALE: AS NOTED DESIGNED BY: JOS DRA N BY: JOS APPROVED BY: HEET NUMBER P4 REVISIONS BY DETAILS PLUMBING LEGEND PLUMBING NOTES MARK SERVICE MANUFACTURER REMARKS MODEI U.L.APPROVED WAI - A.O.SPIN 30 GAL ELECTRIC WATER HEATER 3000/SOOOW,210V,25A 8-11-11 JOS VENT CAP 1.THE CONTRACTOR SHALL PHYSICALLY VERIFY ALL LOCATIONS,SIZES, a WATER HEata WRA POWER RECOVERY RATE ncPH o eat 162 In.OR ' SYMBOL ABBREV DESCRIPTION P.O.C'S.,INVERTS AND AVAILABILITY OF ALL EXISTING UTILITIES AND OSE-30 EQUAL.PRONOEO&INSTALL By PLUMBING CONTRACTOR, U.L.APPROVED B-1 STORM COLLAR FINISHED JOSAM Y-13608 SHALL NOTIFY THE ARCHITECT OR OWNER OF ANY DISCREPANCIES TYPE DOUBLE WALL FLOOR CLEANOUi 8 ------- - W OR 5 WASTE OR SOIL SEWER PIPNG BELOW GRADE PRIOR COMMENCING CONSTRUCTION. ROUNO VENT PIPE FLASHING ACCESS COVER LAVATORY=SPH W ORS WASTE OR SOIL SEWER PIPING ABOVE GRADE 2.ALL PIPING AND EQUIPMENT SHALL COMPLY WITH LATEST IAPMO 3 VAMP SINK=I2PH STANDARDS AND ALL APPLICABLE BUILDING CODES LOCAL OR MP MINK NK=42 67PHX50TXB331b=e7Kw l ROOFING,SEE ------- V VENT PIPING OTHERWISE AND THE LATEST ENERGY SAVING REGULATIONS. MAHO SIK=15PH s6X34tzBTu/Kw ARCH.DETAIL --- CW DOMESTIC COLD WATER PIPING 3.SQI� WASTE AND VENT PIPING SHALL BE PITCHED AT A MINIMUM OF TOTAL=67PH 1 4 INCH PER FOOT. ---- HW HOT WATER PIPING 4,AIR CHAMBERS SHALL BE PROVIDED FOR EACH FIXTURE AT HOT ----- HWC HOT WATER CIRCULATING PIPING AND COLD WATER CONNECTIONS. 2%4"BLOCKING -CD- CD CONDENSATE DRAIN 5.HOT WATER PIPING SHALL BE INSULATED WITH FIBERGLASS PIPE 4 SIDES INSULATION WITH A VAPOR BARRIER AS REQUIRED FOR LOCAL FIXTURE CONNECTZEIG sPECIFlcanaNs � CAST IRON - PIPE RISER OR UP WEATIR CONDITIONS TO PREVENT EXCESSIVE ENERGY LOSS.USE FITTINGS MIN.1 INSULATION ON HOT WATER PIPING. FIX TYPE •xe �' CLEARANCE THRU ROOF SEWER -�� PIPE DROP OR DOWN NO. FIXTURE TRAP WASTE VENT SPACER COLLAR AS RVE BY U.L.LISTING ONE 6.PROVISIONS FOR EXPANSION SHALL BE INSTALLED WHERE NECESSARY NAILED r0 BLOCKING FOR VENT USED 0 FOO FLOOR CLEANOUT ACCORDING TO THE UNIFORM PLUMBING CODE. NEPoCIN STANDARD W7REous gIWA S WC WATER CLOSET 07.035 80R1,N075.116 TH. -� x a SIDES U.L.APPROVED B-1 -NI WCo WALL CLEANoOT 7.ALL ROOF PENETRATIONS SHALL BE FLASHED AND COUNTER FLASHED (FLASH TANK) NTEG. 3" 2" Mo27 mw XNsuMPBON 6o F t TYPE DOUBLE WALL TO ENSURE A DURABLE WATERPROOF MEMBRANE. O'WAND NEE ONa� ROUND VENT PIPE GO FD FLOOR DRAIN 8.ALL FLOOR,WALL OR GROUND CLEANOUTS SHALL BE INSTALLED IN DT.012 FAUPET NOES EOUS CH tArltm xa1E ¢¢ r FIT FLOOR GRAIN W/ATTACHED FUNNEL WITH SUFFICIENT§PACE FOR SERVICE AND IN COMPLETE ACCORDANCE e LAVATORY 1-1/4" 2" 1-1/2" o Eg VENT DETAIL SCALE 1 SCALE 2 WYTH THE LOCAL BUILDING CODE REQUIREMENTS. CETS TO BE 22 CPA.MAX SS NONE p6 FLOOR CLEANOUT(FCO) DETAIL ® FS FLOOR SINK WiH HALF GRAZE UNLESS NOTED OTHERWISE ONGED AND NSTWL BY CONTRACTOR d NONE P6 9.ALL HOSE BIBBS SHALL BE PROVIDED PROVIDED WITH PERMANENT WNER SELECTED VACUUM BREAKERS AND MOUNTED 18 INCHES ABOVE THE FINISHED sH SHOWER 2" 2" 1 1/2" IN (COPPER) -+ HB HOSE BIBS FLOOR LEVEL. 1-GAS- G NATURAL GAS UNEcoNPETEFLoaR 10.SANITARY AND POTABLE WATER PIPING SHALL NOT BE INSTALLED Oki- HIGH PRESSURE GAS WITCHIN THE SAME TRENCH UNLESS SPECIFICALLY CARRIED OUT KS TAINLESS STEEL FAUCET&AUTHORITY TO CODE AND APPROVED BY TIE ADMINISTRATIVE KITCHEN SINK 1-1/2" 1-1/2" _ COMPARTMENTS } �OFEssrp,. -�- SOV SHUT OFF VALVE m s4 KPK H,pI'i COLD WATER HEADER 11.ALL FLOOR MOUNTED SANITARY CLEANOUTS SHALL HAVE SKID o H v 16" MINIMUM OR MAIN BRANCH SAND -IS By BALL VALVE RESISTANT COVER PLATES. WATER CALCULATIONS DATA y"PRECISION PLUMBING PRODUCTS INC." POC POINT OF CONNECTION ¢ g dr.Mp/.b 17 �M --- 12.FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY THESE DRAWINGS o TRAP PRIMER VALVE Q RD ROOF DRAIN ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZE AND LOCATION FIXTURE FIXTURE UNIT/FIXT' CITY OF TOTAL OF F.U. WASTE * f tUP OF EQUIPMENT IS DRAWN TO SCALE WHENEVER POSSIBLE,THE DESCRIPTION FIXTURES of cn ® OFD OVERFLOW DRAIN CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL UI THE CONTRACT PUB PRI EXISTING NEW ioi COLD HOT TOTAL FU TOT EARTH BACKFILL DOCUMENTS,AND VERIFY THIS INFORMATION AT THE BUILDING SITE. "PRECISION PLUMBING PRODUCTS INC." - SD STORM DRAIN PIPING 13.DRAWINGS INDICATE REQUIRED SIZE AND TERMINATION OF PIPES AND WATER CLOSET - - 2.5 5 12.5 - 12.5 4 20 TRAP DISTRIBUTION UNIT FFE FINISH FLOOR ELEVATION SUGGEST PROPER ROUTES OF PIPING TO CONFORM TO THE STRUCTURE, 3/8"MINIMUM COPPER TO AVOID OBSTRUCTIONS AND TO PRESERVE CLEARANCE HOWEVER - - t 5 5 5 5 2 to PIPE(i FOR EACH , -- , HC HANDICAPPED T IS NOT THE INTENTION TO INDICATE ALL NECESSARY bFFSETS AND LAVATORY FINISHED FLOOR FLOOR DRAIN.) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE- we WATER CLOSET PIPING AND DUCTWORK IN SUCH A MANNER AS TO CONFORM TO THE MOP SINK - L5 2 3 3 3 3 6 B/c BELOW GRADE KEPCOPENiNGS AND ID OBSTRUCTIONS, SPCLEAR AND HEADROOM ALLLEQUIPMENf - p A/C ABOVE CEIUNG REQUIRING INSPECTION MAINTENANCE OR REPAIR,ACCESSIBLE WITHOUT HAND SINK 10 10 10 2 20 FURTHER INSTRUCTION§OR EXTRA COST TO THE OWNER. L LavaroaY 14.CONDENSATE DRAINAGE PIPING SHALL BE COPPER TYPE"M"INSULATED, HOSE BIBS - - 2.5 1 2.5 - z.5 - - O 11� !VOTE: SAND U uRRAL INSTALL PIPING MAINS AS LOW AS POSSIBLE. COORDINATE WITH Cl)In TRAP PRIMER VALVE SHOULD CW PIPE TO FLOOR DRAIN/SINK EARTH BACKFILL KS KITCHEN SINK MECHANICAL CONTRACTOR. IQ04 FL MOUNTED 1"ABOVE FINISHED TRAP PRIMER CONNECTION(TYP.) 15.INTERIOR SOIL WASTE AND VENT PIPING ABOVE AND BELOW SLAB TO W Lti FLOOR FOR EVERY 20'OF NOTE: COAT STEEL RODS,CLAMPS,&NUTS WH HOT WATER HEATER BE HUBLESS CAST IRbN WITH NEOPRENE SLEEVES AND STAINLES STEEL PRIMER LINE. COUPLINGS.(PVC ACCEPTABLE AS APPROVED BY LOCAL CODES t,�J OU WITH HOT ASPHALTUM PAINT. YAA WATER METER 16.EXTERIOR SEWER PIPING BELOW GRADE TO BE ABS OR PVC. (_m TRAP PRIMER DETAIL SCALE 3 DF DRINKING FOUNTAIN Z Yz BURIED SEWER PIPE UNDER BUILDING SCALE 4 D ICE DISPENSER 17 CASTI RON TORN DRAIN PIPING ABOVE SLAB TO BE NO-HUB NONE P6 NONE P6 18.INTERIOR STORM DRAIN PIPING BELOW SLAB AND EXTERIOR W 5(1) PROVIDE CAST IRON NO-HUB 1 NOTE REFERENCE BELOW GRADE TO BE ABS OR PVC. "-N CLEALU SUNK UT TEE WITH COUNTER- L FIXTURE DESIGNATION 19.DOMESTIC INTERIOR WATER PIPING TO BE COPPER TYPE"L", TOTAL F.U. 18 33 56 = U W SUNK PLUG:TAPERED-UNREAD AS SHOW OR PARTITION SCHEDULE NUMBER WITH WROUGHT COPPER FITTINGS AND JOINTS ABOVE GROUND. ((�� QY ACCESS DOOR BY WITH TEE JOINT COMPOUND. AS SHOWN ON FLOOR PLAN RESTROOM GENERAL CONTRACTOR, WATER SAVER JOINTS IN COPPER TUBING SHALL BE MADE BY THE APPROPRIATE REQUIRED(PM) 22 �! J USE OF COPPER ALLOY FITTINGS. THE JOINTS SHALL BE FLOOR DRAIN TRAP PRIMER WHERE CLEANOUT TEE IS �%P%RFVU�( 016T AN APPROVED TYPE FLUX AND MADE UP W FINISHED WALL 00 EE MIN.PIPE SIZE 1_1/q^ q• �/ CONCEALED IN A CHASE 20.BUILDING WATER SUPPLY PIPING TO BE COPPER TYPE"K"WITH y F. OR PARTITION PROVIDE A WROUGHT COPPER SILVER BRAZED FITTINGS. PRESSURE ANALYSIS STEEL ROUND 18 GAUGE STAINLESS AND H BEVELED ENERGY AND WATER CONSERVATION 21.INSTALL FIXTURES AS SHOWN: INCLUDE ALL CHROME PLATED WALL STOPS ADJUSTABLE"P"TRAPS AND WATER SAVING TRIM. EDGES NO FLATHEAD TOILETS AND URINALS TO BE ULTRA LOW FLUSH TYPE. 7 TOTAL FIXTURE UNITS MACHINE SCREW 22.MAKE ALL REQUIRED CONNECTIONS TO EQUIPMENT FURNISHED O 33 PIPING IN WALL&UNDER FLOOR VATORY FAUCETS IN PUBLIC REST ROOMS SHALL HAVE UNDER MECHANICAL PORTION OF THE DRAWINGS. CLOSING FAUCETS.AND AUTOMATIC SHUT OFF, 23.CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER O DEMAND FLOW (GPM) 22 P-TRAP 3. E VACUUM BREAKERS AT HOSE BIBS FINISHED 4. F To BE 2.2 G.P.M.MAX. TRADES PRIOR TO INSTALLATION.(INCLUDING CIVIL,STRUCTURAL WALL AND ELECTRICAL DRAWINGS) z 5. TOILE E ULTRA LOW FLUSH TYPE.MAX 1.6 ER FLUSH. O MAIN PRESSURE (PSI) 90 U CONCRETE FLOOR SLAB 6. INSULATE) RIALS SHALL MEET THE CALIF O UAUTY 24•ALL PLUMBING EQUIPMENT MATERIAL AND SUPPLIES SHALL BE SCALE 5 STANDARD P TION 118 ENERGY EFTICIE ANDARDS(E.E.S.) INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO O PRESSURE AT METER DISCHARGE (PSI) TRAP PRIMER FLOOR DRAIN DETAIL $ PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 81.1 a 7. ALL PIPING AND RK SHALL BE IN D CONSISTENT WITH NONE P6 "- �. THE REQUIREMENTS CTIONS,118, 124,E.E.S.AND TABLE 25.PLUMBING CONTRACTOR SHALL FURNISH ALL EQUIPMENT, O PRESSURE DROP THRU BACKFLOW PREVENTER (PSI) _ 6 D OF UMC. MATERIAL,LABOR ETC., WHETHER SHOWN ON THESE PLAN NOTES: SEWER 8. WATER HEATER/BOILER IS IA ENERGY COMMISSION(CEC) OR NOT NECESSARY TO PROVIDE A COMPLETE WORKABLE 1. PROVIDE&INSTALL(2) LINE CLEANDUT FACE SHALL LIST.PROVIDE EXPANSION T OTHER APROVED METHOD OF CODE APPROVED PLUMBING SYSTEM. STRAPS TO ADEQUALY BRACE BE WITHIN C OF WALL RELIEVING PREASURE SEC CPC). O REGULATED PRESSURE (PSI) 64 ( ) 26.ALL CLEANOUT SHALL BE SAME SIZE AS PIPE. THE WATER NEATER TO RESIST SURFACE.PROVIDE PIPE 9. URINALS TO BE 1.0 GP 27.ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED WHERE 7 REGULATED PRESSURE x .80X PSI AT TOP ) SEISMIC FORCES.ONE STRAP E%TENTION IF REWIRED. TO.DOORS&WINDOWS INIMUM INFIL REQUIREMENTS POSSIBLE AND ALL EXPOSED PIPING SHALL RUN AS HIGH AS O ( 1&-8) 51.2 STRAP ATT BOTTOM TANK AND ONE 1/3 OF THE SCALE PER SECTION 1 POSSIBLE AND TIGHT TO WALLS. _ B 6 S. B DIFFERENCE IN ELEVATION PRESSURE DROP h TANK ANCHORED TO THE WALL, WALL CLEANOUT(WOO) DETAIL NONE p6 11. ALL HVAC E T AND APLIANCES SHALL THE 28.ALL FLOOR SINKS,AND FLOOR DRAINS SHALL BE 2".U.O.N. O (FEET x.43) (PSI) (10 x.43) 4.3 REQUIR ER SECTION 111-113,120-129 . 29.THREE(3)SETS OF BOUND SUBMITTALS ARE REQUIRED TO ,.ito ES INC. 2. 6"CLEARANCE MIN.READ. 12.ALL H TENS SHALL MEET THE CONTROL REOU TS BE SUB I TED TO THE ARCHITECT FOR APPROVAL PRIOR TO O RESIDUAL PRESSURE REQUIRED AT FIXTURE (PSI) "2t 7 ,, ABOVE WATER HEATER. PE qN tt2 AND 122 E.E.S. ORDERING OR INSTALLATION OF ALL PLUMBING EQUIPMENT, rr n17e to th 3. LIMIT HOT WATER TEMPERATURE 13. DE RP DEMCE AT CARBONATOR AND DRAIN TO F.S. FIXTURES AND TRIM, 70 PRESSURE AVAILABLE FOR DROP (PSI) O_ (O9 + 8O) Y5P r. dl ur ition I TO 110'MAXIMUM FOR ALL 30.SHOWERS AND TUB-SHOWER COMBINATIONS CONTROL VALVES „c -;.T urmlt pendin LAVATORIES AND SINKS Q Q ROVIDE E%PANSION TANK AT VILE MUST BE PRESSURE BALANCE OR THERMOSVTIC MIXING VALVES. t 4. SEISMIC STRAPINCS OF WH MIXED COLD .HAND SINKS MUST HAVE WALL CLEAN OUTS. 31.ALL WATER HEATERS WILL HAVE R-12 EXTERNAL INSULATION 11 LONGEST DEVELOPED RUN OF PIPE (FEET) ;',229 WILL COMPLY WITH SECTION WATER WATER BLANKETS. 510.5 CPC. f ;� •ormit based r P. &T.R.V.WITH HW CW 32,ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK-ACTING 12 MAXIMUM ALLOWABLE PRESSURE DROP(LINEAR FEET) ( 100 X 10 / 11 ) 11 0 o r ut Ue construed FULL SIZE DRAIN VALVES ARE INSTALLED SHALL BE PROVIDED WITH DEVICES TO ,, N t Thu t of the applicab TH. 5. WATER HEATER SHALL BE ANCHOR T, fw, 4:nni presumed to yi TO FLOOR DRAIN ABSORB HIGH PRESSURE RESULTING FROM THE QUICK CLOSING r B.v. PER BULLETIN INFORMATIONAL Nl 0 OF THESE VALVES, THESE DEVICES WILL BE EITHER AIR PIPE SIZE SCHEDULE cUi the provisions of su DIELECTRIC BULLETIN No.171. CHAMBERS OR APPROVED MECHANICAL DEVICES.AND SHALL BE ",1 ti I I 1 UNION(TYP.) ADJUSTING n/ \ INSTALL AS CLOSE AS POSSIBLE TO THE QUICK-ACTING VALVES. CAP if ASSE i016� 33.INSTALLATION OF SOIL OR DRAIN PIPES FOOD SIZE GPM FT.FU. FV.FU. VEL(FPS) WATER HEATER® H\ 0 C HANDLING SECTION 31180 CPCNTS WILL COMPLY 1/2 3 3 1 3.0 34.CROSS CONNECTION PROTECTION SHALL BE - PROVIDED AT ALL POTABLE WATER SUPPLIED DATE: 06 13-2011 STRAP GA.AROUNNDD TANK STEEL APPLIANCES AND EQUIPMENT. 3/4" 5 HOT COLD 6 4.0 STRAP &ANCHOR TO WALL WATER WATER SCALE: A3 NOTED 1" 12 i6 5.0 EXPANSION TANKe DESIGNED BY: JOS METAL DRAIN PAN 1-1/4" 22 34 _ 6.0 DRAWN B : JOS 1-1/2" 38 78 6.5 APPROVE BY: ELECTRIC WATER HEATER DETAIL scuE 7 MIXING VALVE CAE B NONE P6 ONE rp 6-1 BASED ON NUNIFOPRESSURE DROP. SHEET CODE LATEST EDITION.MAXIMUM 8 FPS VELOCITY AND 8 PSI/100 FEET SHEE NUMBF --- RE ISIONS BY A8-11-11 JOS BUILDING ENERGY ANALYSIS REPORT TABLE OF CONTENTS PERZAA E CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1C PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PEDRF-1C Dale Protect Name 113112012 Project Lakeshore Medical Center 1/3112012 Lakesenter ANNUAL TDV ENERGY USE SUMMARY(kBtuls tt•r Total COW.FIoorArea Addton floor Area Pol«I clknme zone Standard Proposed Compliance i Lakese Elsinore CA Climate Zone 10 5,059 rile EnergyComponent Des[n Des!n Mar in Healing j 1 GENETION Space Heating fall 262 ].sz j Cover Page 6ulMiEI Nonresidential ❑ High Rise Residential ❑ HotellMotal Guest Room Cooling bwwaiil 2 ❑ Relocatable-indicate ❑ s eclfic climate zone ❑ all climates Space Cooling 1rd.o1 f90.1B -f6.fe Fans .d,. PROJECT: Table of Contents Phase o+Constructlon: B New Construction ❑ Add tion ❑ Alteration Indoor Fans B9.n a]s o.92 l o.00 Boo a.ao Heat Raj l Lakeshore Medical Center l Nonresidential Performance Title 24 Forms 3 STATEMENT OF COMPLUINCE Heat Rejection pumps 1 I Form ENV-MM Envelope Mandatory Measures 15 j This certificate of compliance lists the building features and specifications needed to Pumps B Misc. 0.0 °'°° °°° DHWj4.1 s Lakeshore Blvd. I comply with TMe 24,Parts 1 and 6 of the California Code of Regulations.This Domestic Hot Water a.00 oon 0.00 _ � Lake Elsinore,CA 92530 7 - cerlificate applies only to a Building using the performance compiance approach. Lighting two o6.do Dog Lighting ,. The documentation author herbb certifies that the tlocumentatwn is accurate antl com late. Receptacle ~ Documentation Author 's Receptacle n.n ]1.1] 0.a i; $ �;n ,ram Process' -._... o $^o Name Men,Bereacco Signature Process Process Lt �o Dme Process Lighting o.oD ooB o.po 9 poo 000 o.Bo Project Designer: Company NRGComPikn..k, 76 i ', v3uzof2 9 9 Pablo Paredes Architect % Addraaa °^a>W-23]-896] TOTALS 4sa.e9 4d9.13 m N i P.O.o eox3m o4% o4%exciutlin rocess d I, 6lo r Jolla Blvd. OtlylShall sent,Rosa,CA attic Percent be er than Standard z La Jolla,CA92037 I ThePrincipalDesignerherebycenits,sthatiheproposedbuildingdesignrepresentedinihissetof BUILDING COMPLIES �� 1 construction documents is consistent with the other compliance torms and worksheets,with the specifications,and with (858)736-5370 any other calculations submitted with his permit application.The proposed building has been designed to meet the energy GENERAL INFORMATION -- efficiency requirements contained in sections 110,116 through 118,and 140 through 149 of Title 24,Pan 6.Please Building Orientation (SE)135 deg Conditioned Floor Area s.oss sgtt. check one: _ QµOFESS1pl,, ENV. LTG. MECH. Number of Stories 1 Unconditioned Floor Area °stiff. •l I Hereby affirm that I am eligible under ilia provisions of Divisor 3 of the Business and Professions Code to Conditioned Footprint Area ____ s,o59 stiff. m EPK H RIB Report Prepared b ❑ O O sign this dacumeni x he person responsi0le for i s preps arson:and that am licensed in he State of Number of Systems 9 Natural Gas Available On Site Yes H p p y California as a civil engineer,mechanical engineer,electrical engineer,or I am a licensed architecl. Number of Zones �w y Mario BertaCCO I affirm that I am eligible under the provisions of Division 3 of the Business and Profession,Code by section i i ❑ O ❑ 553].2 or fi]37.3 to Sign This document as me person responsible for its preparation;and that I am a licensed NRG Compliance,Inc contractor performing this work. Orientation Gross Area rGIl Glaffirm That I am ell sign under Division 3 f me 0usness antl Professions Cotle to sign this document 1,go6 6 R. 6f sgitP.O.Box 3777 ° ❑ ❑ ❑ because itpertainc90 a sWCWra or type of erode tlescribetl as exempt purauanl to Business and Prolessiona Front Elevation (SE) 33o qfLs6 sgfl.Santa Rosa,CA 95402 Code Sections 5537,5538 antl 8737.1. Left Elevation SW sq --707-237-6957 Principal Envelope Designer Rear Elevation (Nw) 503 stiff. sgiLName signawre Right Elevation (NE) 4or soft. Pebb P��tle,Amhdea Dae 3,Us Sgit. 527 sQil. f4d% Compere Total -- --- Licensed 5,059 bgft. 0 Sgft, 0.0% i Atltlreaa 6605 Le Jdla Blvtl. 1 Phone(858)]36.53]o R001 Cirylstall Le toll,CA 9207 I Principal Mechanical Designer sa Standard Proposed Hama AZIZ FAKHRIZADEH siaratura a ma I 11 I Prescriptive Values for I np. ni v M.nanicar canpkrme Na In trre spe or this""""101-31-12 Prescriptive Lighting Power Density f.181 W/sqh. as Which Comparison only.See c_ Job Number: Add= L M A L D unnsenM029317 Prescriptive Envelope TOY Energy 3a,ose zz0 LTG-iCfor allowed LPD. j City/swamp SAN DIEGO CA. 92111 :P^brie 8585713188 c) Remarks: M 12-0131 Principal Lighting Designer N Name PEDRD MEDINA signawre p Date: I Company ugrdrgcomP"m«alloskmeSwparnissubmircm Ddk 1267212 M Addre,e 8 60 LAIREMON MESA BLVD L'°e"aa"Ei2672 W ta 1/31/2012 CittishealZip SAN DIEGD CA. 92111 P^°"e 8585713188 W OXLU U INSTRUCTIONS TO APPLICANT COMPLIANCE a WORKSHEETS(check box 11workshests am Included) 0512 TheEnergyPr,mmpuler pogrem has been useda pedortn me Ceku at offs sum erzed b thiscal Hance report.This pogrom him°pprovel and j ® ENV-iC CemfI..a CompNance.R.';-on bans. ❑ MECH-1C Ce d I(.o Il'ance.t Welredonplans WO aahonzetl by the Poll' W19 Erah Gommksbn teruse wi1M1 both me Reabent l,ntl NonresMentia 2008 Building Energy EHd«cy SNntlaNk. ❑ LTG-IC Cortl,a,ea Coml"sere,Required on plans. ❑ MECH-2C Ai ref Sb Se ice Hot Waters Pool ReWiremenK Y This pro gam devebped by EnergySod,LLC-www.energysoff.com. i ❑ LTG-2C LigMin9 ghfing s Credit Wbmspem. ❑ MECH-3C Mechanical Venlilno and Repeal. ❑ LTG-3C IWo_Dghling Pow_Allowarma. ❑ MECH5C Mechanical Equipment Details. "15 Ere,gMoS1q y5on Us_Number 5581 Ene Pm 5.1D Ener SOR User Number 5581 RunCetle:2012_...2:31:26 ID:12A131 P 3o1 f5 Ene m5.l by Ene Son User Number:5581 Ron de IOf2-0f-3f T12:3f:15 ID:12-013f ' ` �J Ens Pro51b Ene SW Us_Number5et Ruo-2B12-0141r 31:26 ID:f2.013f _. -- V vW rW �Y J ENV-1C CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3) PERF•1C CERTIFICATE OF COMPLIANCE (Part 1 of 3) AND FIELD INSPECTION ENERGY CHECKLIST AND FIELD INSPECTION ENERGY CHECKLIST Date PERFORMANCE �aa AND FIELD INSPECTION ENERGY CHECKLIST ProtectNem. Date Proj.,No.. 113112012 1/31l2012 Project Name Data 113112012 Lakeshore Medical Center Lakeshore Medical Center 1/31/2012 Lakeshore Medical Center Project Aaaress climate zone Total a„. Floor Aree Addition Floor Area ZONE INFORMATION Lakeshore Medina/Center Climate Zone Taal cons.Fl°_Area Adtlinonn«cores 1g 5,059 n/a Proteingtldress cI«nare zore foal cord.Flo_sea AddlGon Fba Area Pmtea Adtlress 10 5,059 nla Lakeshore Blvd. Lake Elsinore Floor Ina Chi, Allowed LPD Pull10 5,059 nla Lakeshore Blvd. Lake Elsinore Area LPD Creditz Area Tailored Loads Lakeshore Blvd. Lake Elsinore GENERAL INFORMATION GENERAL INFORMATION S stem Name Zone Name Occu anc T H. W1st' W/st Wls a /s /sf GENEflAL INFORMATION B Nonresidential ❑ High-Rise Residential ❑ HoteVMotei Guest Room Laboratory,Sdenfif 91 •1.400 B Nonresidential ❑ High-Rim Residential ❑ Hotel/Mmel Guest floom Builtlin T RefOcatable Public school ® Conditioned Spaces ❑ Unconditioned Spaces Medical Office d1 System Lab Builds T B Nonresidential O High-Rise Resider ial ❑ HmevMolei Guest Room Builds Type; Re«affable Public School ❑ Unconditioned S ❑ Schools(Public School) ❑ BI Rasfrooms ComaodReah,oMSupport 108 '0.600 Relocatable Public School B Conditioned Spaces ❑ Unconditioned Spaces ❑ Schools(Public School) ❑ Bid 0 Conditioned Spaces paces ❑ SchooN(Public School) ❑ B ❑ Skylight Area for Large Enclosed space 2 8000 ff'(If checked include the ENV-4C with submittal) Exam Rooms Medical and Clim,al Care 210 'f.200 ❑ Skylight Area for Large Enclosed Space z 8000 H'(If checked include the ENV with submittal) -- ppom •0.Wc ❑Skylight Area for Large End..d Space a 8000 fe(If checked include the ENV-0C with submittal) Phase of Coretruction: B New ConsWclion ❑ Addition ❑ Alteration_-_ - _ C,md_lslord9e COMtl_IReehoomisu 1T5': Phase of Conslmcgon: B New CorSlrucli0n ❑ Addition ❑ Alteraton Phase of Construction: B New Construction ❑ Addition ❑ Alteration B Overall Envelope ❑ Unconditioned IIiN affidavit) WeiiNg/Recepi,n Waidng Area 320' '1.100 Approach Of Compliance: ❑ Component ® overall Envelope ❑ Unconditioned(file affidavit) Approach of Compliance: D Component oP or"es 011lre<=250 sgft 508 'f.fo0 Approach of Compliance: ❑ Component B Overall Envelope ❑ Unc°rid"Rioned(file aHitlavit) pproac p lance: Front Orientation:N,E,s,W or in Degrees: 135 ae9 Front Orientation:N,E,S,W or in Degrees' 135 deg Front Orientation:N.E,S,W or in Degrees: I 135 deg FIELD INSPECTION ENERGY CHECKLIST L«rge L,vn9.,R«reaaon 19e •1.+ao FIELD INSPECTION ENERGY CHECKLIST FIELD INSPECTION ENERGY CHECKLIST INSULATION MWkeI DIB d25yarem Wei6'np'RecpeSon Waiting Area T85' '1.f00 OPAQUE SURFACE DETAILS a INSULATION m OPAQUE SURFACE DETAILS - OPAOUESURFACEDETAILS INSULATION - Cordtloasrorepe C_ridorlResh,_NSupp°rt _3]81 '0.600 c C c •- ---- Lab L,Dwat_y.s_anlnc rs •t.400 °N - s - n 3 e o g - ReSno,mS c,rrM„rizaalrooaasnrwod 1ze ro.soo €ar U Y°e € 'E '< - J13 is ID108 (N) Ore dD haste l T e 21 SIaOWall 13 (N 0.06 None 0 Wood 4.3.SAf0 New if « '',4.q.]-A1 Naw ❑ ❑ 2x V/aN i8I(SE)", 0060 Nacre 19.0 W„a 4.3iAfo New1]5 (NI 0.]30 None. 143(NW) 0.060 None 19.0 Wood 43.5Af0 New2 �f 12 Sbb 62(SE) 0.06 N_re . . 23 WareP nnicy 5yslem Pdamary Retad Seks.Wiwlesak 9 . B, MI 0.]30 N«e .. 13 Well 64(54yf. 0.06 None _ _90 Wo,d 435A New ❑ ❑3 Ski .. 20 Wall _19.0 Nbotl 4.3SAfo New 14 R«f 320(NEl O.f29 R-11 xB5(NE).. 0129 R-11 4.25-A2 New ❑ ❑ 1 �`INC" p/ttpq OlSce<=2 dill ]s'.. -1.f00 d.4.)-Al New ❑ ❑ 25 Roa q.4.]AI 'New ❑ ❑ .i - 5 we 56( 0.08 Nona f9.0 WOW 4.3.SAf0 New O ❑ 15 S18D 320 (N) 0.]30 None 285 (N) 0.]30 Nose : F Lounge L«n9e.Recreation 102i '1.10o fOB(NE) 0.1T9 R-ii 4.25A2 New ❑ ❑ 16 Wed 129(SE) 0.060 None 19.0 WOOd'4.3.5-Af0 New O ❑ 26 3k0 33(SEi 0.080 None ig0 WOW 4.3.5-Af0 New ❑ ❑ - ' e Root 506(NE) O.1x9 R-11 14.2.SA2 New ❑ ❑ 2] Wall �..'�+.(..'= Ott1e Rxh„mNHed C,rritlWResDownlSuppad' 188'I ro.600 ] 5b0 }OB (N) 0.)3 None 9.4.]-Ai New ❑ D 1] Roof 44(NE1 0060 None '19.0 VMW.4.3.SAf0 New ❑ ❑ l'L�fl t On IS 506 (N) O] None 4.4.]-A1 New ❑ ❑ Te Well -gpgg2 New ❑' '❑" ermlt pending B yysg 291(N 0.0fi0 Norte 1B.0 Woetl 4.3SAf0 New ❑ ❑ 18 Ski 316(NE). 0129 R11 } e:l Sea LTG-lG ae LTGnc o .see LTG 2e 3.se 4 eLTG+c ,roepeckl tlocummnaiwn 210(NEJ O.f29 R-,f 1.2.5-A2 New ❑ ❑ 19 Wed 192(SEJ 0.08 N_re 19.0 Wood ld3.SA 10 New ❑ ❑ 28 R°°f 4 Al ,N ❑ D i 2 9 Raa 1dB(NEJ o.129 ft-11 42SA2 New ❑ ❑ 30 SkD 3ra (Nl 0]30 None y•'-'i EXCEPTIONAL CONDITIONS COMPLIANCECHECKLIST to Blab x,o (N) a]3o Nona' Id.4.]-A1 New ❑ ❑ 20 Rw1 e INmabreul sal wrnen 1.See Insima offs rime Nonresbenlial Compl'ence Manual,page 3-96. f Bee InsV.l one in me NOnresidenl al Compren M 1,page 3 98 l anennoorcmelte.....lo lnlpw.heckher.Tha q reap, e3-96 2.ilF_I,span descr D.on Page2ol ilia lnapMlon Checklla Forth antl lake.propr ate acfonwcorteci.Ala does not eel,ompha,wa. " of ,:arnTit based o The Ibcal......ant agency sh,ultl pay spec a used with the riormence approach.The boat enforcement agency 1.see Ineolohons in the Nonnerownsal Compl anc.Mamnel,pep Iustilbalion and docum.ntalion and epecialvmllicellgn to be p alhe eapp,pri_e ac 2.HFail,then da5cnba«Page2oi me lrape_ion Checldi4,Form end take apprOpfata.tlon to cortecl.Alaildoas nameet compliance. ) F.t•,ill D construed act daNlmmx tie adegxcyatM iustiiitakone,and they releaabulldkq ar dewgn Mat aNerwlx°°mpliwbaxabnil.latiose, 2.If Far,then describe on Page 2 of m.hopectl.n Checklss,Form and Nk Bonwwrrea.Aland«scat meet mmplience. FENESTRATION SURFACE DETAILS FENESTRATION SURFACE DETAILS a ea l'stmcanon ere a«umenlmlon xbmmed FENESTRATION SURFACE DETAILS m ° , ) 1 'ah.. of slip appllCabl �3 es!Imed to giv -- -------- e t m - Tis - @ -_ ns of su 2m xF L h to ` ere m Fensatrellon fG SJ kk U L gg m x i Y x 3,L u Y z "= Feneetradon Q G p "y S g b Ta911p Type ❑ ❑ ❑ 2f m m m� o - .g �.I lhc.provisio 44 gg _b o m4 j� 3¢ n u TagAD T e Trials) Tyge f 'Mo.. 15] (SE) 0110 Dekud 0.]30 Dekud ❑ New ❑ ❑ ❑ p p ❑ ❑ ❑ 2 iyndpw 53 (SEJ 0.]]0 Gekutt 0.]00 Delaud ❑ New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 iWimbw 14 (SW) 0.)f0 Dekud 0.)301 Dekutt ❑ New ❑ O _ O ❑ ❑ DATE; 06-13-2011 ❑ ❑ ❑ 4 !dwWow 1sz p4H ono Garaptt o.]ao Dekutt ❑ Naw ❑ ❑ - - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 5 i.4N'ntlow 152 (S) 0.)10 Deleurc 0.]301 Dakutt ❑ New ❑ ❑ ❑ ❑ ❑ ❑ I ❑ ❑ ❑ '. ❑ ❑ ❑ SALE: AS NOTED ..-___ ❑ ❑ ❑ ❑ ❑ ❑ - -- ❑ ❑ ❑ DESIGNED BY: JOS ❑ ❑ ❑ ❑ ❑ ❑ The exceptional reaWres Ill In this performance approach appl-ri have spacllicelly bean reviewed.Atl«uete wdllen I...wetIon mod ❑ ❑ D ❑ ❑ ❑ tlocumenbli,n for tpeir use pave been provldetl by Ipe epPlirant 1.Sx lmhuai0ns in 9a NonraBdendal Compliance Manxl,page 396. 1.Sea InsWai«s in the Nonresitl_nal Compliance Manual,page 396. pion to co„ec,.verity building plans 11 necessary. D AWN BY: JOS f.See lnsirvoli m in the Nonrenda ou Compliance Manual 1ege&96. 2.Ii Feil span tleacnibe on Pape 2 of the lnapeaion Checklist Fomi antl Nice approprale.,I.to c«ecl.V_Ily building plans if necessary. 2.If Fail men des.......ge 2 a me lnspeciian Cpeckll_Form and lake app,piaie a Authorlaaa Signature or Stamp 2.n Fail Uan desm0e«Page 2 of the InsP.lion Chxkle,Form aW take appropriate.lion b cencel.V_tly Wiltlirg pkn,if nece.s_y. Ene Pm5lby-laod User Numb_:Mal RunCode:IOt24N-31T12:31:25 ID:12-0f31 P e5or 15 E« Pro 5.1D Eire Sod User Number:5581 ftuncotle:20f2-01Jf scuir to ID:f2-0f31 P Bof15 En Pm 5.16E SeR User Numb«5581 Run Coda:2012-01JfTf1:J1:25 ID:f2-0131 Pa e)oI15 Ene 5.1D Ene Son Uxr Number:5581 RunCoda:101T-01J1Tf2:31:25 10:12 Of3f P e 1 A PROVED BY: SHEET NUMBER 24-1 REVISIONS BY A 08-11-11 JOS CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST AND FIELD INSPECTION ENERGY CHECKLIST AND FIELD INSPECTION ENERGY CHECKLIST AND FIELD INSPECTION ENERGY CHECKLIST Pro)ed Name Date Project Name Ome Project Name Data Project Name Data Lakeshore Medical Center 113112012 Lakeshore Medical Center 1/3112012 Lakeshore Medical Center 113112012 Lakeshore Medical Center 113112012 Project Address Gimate Zone TOIN COM.FborArea Atldmon Fbor Aree Prdlen Address climate Zona TWm COM.FborAree Adtlillon Floor Area Project Address -- Climate Zone Tolel COnd.FloorArea Aactioni-i-Area Prolecl Address Climate Zone Total DOntl.Floor Area AtlGtien Floor Area Lakeshore Blvd. Lake Elsinore f0 5,059 n/a Lakeshore Blvd. Lake Elsinore f0 5,059 nla Lakeshore Blvd. Lake Elsinore 10 5,058 n/a Lakeshore Blvd. Lake Elsinore 10 5,059 n/a GENERAL INFORMATION GENERAL INFORMATION GENERAL INFORMATION GENEflAL INFORMATION Bulldin T B Nonresidential D High-Rise Residential D Hotel/Motel Guest Room Building Type: B Nonresidential D High-Rise Residential ❑ Hotellmotel Guest Room Solid rg_Type: 0 Nonresidential D High-Ries Residential D Hotel/Motel Guest Room Builtlin T e 0 Nonresidential D High-Rise Residential ❑ Hotel/Motel Guest Room Relocatable Public School Relocatable Public School Reloceteble Pubic School Relocelable Public School r$ D Schools(Public School) D BID B COMltioned Spaces D Unconditioned Spaces ❑ Schools(Public School) D Bldg0 Conditioned Spaces D Unconditioned Spaces ❑ Schools(Public School) D BM M Conditioned Spaces D Unconditioned Spaces D Schools(Public School) ❑ Bltl a Conditioned Spaces ❑ Unconditioned Spaces ce n II checked irld the ENV-4C with ubmiltal 8 ❑ Skylight Area for Large Enclosed Spacez8000 tta 9f checketl irldutle the ENV-4C with submittaQ D Skylight Area for Large Enclosed Space z8000 fix(ifchecked include the ENViC with submitted D Skylight Area for Large Enclosed Space z8000 tta(Ii checked include the ENV-4C with submittal) O Skylight Area for Large Enclosed Space>_800011a( cec etl Include 5 ) Phase of Construction: 0 New Construction D Addition D Altandon Phase of Consbuclien: ® New Construction D Addition D Alteration Phaseof Construction: 0 New Construction D Addition ❑ Alteration Phase of Construction: ® New Construction D Addition D Alteration 4 ' Approach of Compliance: D Component 8 Overall Envelope D Unconditioned(file affidavit) Approach of Compliance: D Component 0 Oyarall Envelope D Unconditioned(file affidavit) Approach of Compliance: D Component 0 Oyerall Envelope D Unconditioned(file affidavit) Approach of Compliance: D Component ® Overall Envelope D Unconditioned(life affidavit) „�y Front Orientation:N,E,S.W or in Degrees: I f35 deg I Front Orientation:N,E.S,W or in Degrees: 1 135 dell I Front Orientation:N,E,S,W or in Degrees: I 135deg I Front Orientation:N,E.S,W or in Degrees: 1 135 deg I co ~ FIELD INSPECTION ENERGY CHECKLIST FIELD INSPECTION ENERGY CHECKLIST FIELD INSPECTION ENERGY CHECKLIST FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION OPAQUE SURFACE DETAILS INSULATION OPAQUE SURFACE DETAILS INSULATION OPAQUE SURFACE DETAILS INSULATION ie gW sq g� eg'd €� v�"� 8gY �g �a' 9y3 g sta d I -a Te nD Asnarbl oaf 3 rile 12> 5> u. i$ cg� S 1 Te/m Act»mbl T b z J I a 5 11 V rA Ta ID Assembl T �• Ta Ion Ansecribly Type 31 WaN 98(NE) 0060 Norco 1fl.0 Wood 4.3.5-AfD New D D 41 SIeD 280 (N) 0.7 None 4.4.]-A1 New D ❑ 51 Wall 5] (S) 0.0B0 None 190 Wood 4.3.}qf0 New ❑ D 61 Rool f02(NE) 0.129 R-11 4.2.5-A2 New D D -I 32 Roof 75(NE) 0.129 R-11 4.2.5v12 New Cl D 42 Wee 91( 0o None /9.0 Wood 4.aSA10 Now D D 52 and its(NE) 0.129 R-11 4.25-A2 New D O 62 stab 102 (N) 0.]30 None 4.4.]-Ai New D D Wall 33 Slab 15 (N) o- Non 4A.T-Ai New D D 43 Root 192(NE) 0.1 R-11 4.2-2 New D D 53 Sea 915 (N) 0.]30 None 4.4.]-A1 New D D 63 Well 18( 0.010 None 19.0 Wood 4.35-Af0 New D I D 34 Wag 60(NE) 0.060 Non 19.0 Wood 4.35-A10 New D D N Stab 192 (N) o73 Norte 44.]-AI New O O 54 we 29](SE) 0060 Non° 190 Wo.4.3.SA10 New D D 84 ROW 188(NE) 0.129 R-11 4.2SA2 New ❑I❑ } QVpFESS/ 35 Root 129(NF) 0129 R-11 4.25-A2 New D Cl 95 Roo/ 157(NE) 0.128 R-11 4.2-2 New D O se Wee M1 I've, 0.060 Mone 19.0 Wood 4.3,5-A10 New D D 55 Slat, 188 (N) 0.]30 None 4.4.]-Af New D D m EpKHR/ 38 Sob 129 (N) 0.)30 None d.4.]-Af New D ❑ 98 Sob 15 (N) 0.]30 None 4.4.]A1 New D D 58 Rod 125(NFJ 0.f28 R-11 4.2.5-A2 New D D _ D D p rn �r 91Z�1 3] Wee 105(N 0..a Nan. 19.0 Wood 4.3.5-Ai0 New D D 4) Wap BO(SE) 0.0 None 19.0 Wood 9.3.SAf0 New O D 5) Slab ]25 (N) 0] None 4.4.]-A1 New D D D ❑ Q r�,1 Q EXV MO.4/bll2 1+1 38 WaN 110 IN 0.080 None 18.0 Wood d.3.5-A10 New D D 4e W.p 1.(N 0.060 None 19.0 Wood 4.a5-Af0 New D D 58 Fool ]5(NE) 0.f R-if 9.2.5A2 New D D - _ _ __ ____ -___D 39 W.II 200(NE) 0.080 Nona 19.0 Woo°'4.3-10 New D D 49 Wee 44(S 0.060 None 19.0 Wood 4.3.5410 New D D 59 slab ]5 (N) 0.I3 Non. 44.]-Af New O D -.Q W 1�'P 40 ROW 280(NE) 0.129 R-if 4.T.SAT New D D 50 Wa8 57 (w) 0.080 None iso Wood 43.5410 Now D D 60 Wall 135(NW 0.M0 Nona 19.0 Wood 43.5-Af0 New D D ❑ D OFc 1.See Inalrueliona in the NomeaNenUel Compliance Manuel,page 3-96. 1.See Instructions in the N11middennal Compliance Manual,papa 3-96. t.See Instructions in the NOnreeltlaMial Cont Manual,page 3 99. 1.Saa Imnruntonc In the Nonresidential Canpec'm Manual.Palle Y06. 2.If Fail,man describe on Page 2 of the emp,dem Chackliet Form and take appropriate action to oaten.A lad does not meet compliance. 2.8 Fail,roan describe an Page 2of the Inspection Che..Form antl take tenmopme.action t0 totted.A tell d..not men compliance. 2.N Fiat,then deecti a On Paget clubs Inspection CM1°cket Foml act take appropriate e°lion to correct A tall d°es not meat-pliance. 2.II FaII,loon dexribe on Page 2 W lne lnepecti°n CM1ecklist Form antl take eppropnete action b c°rrecl.A jail does not meat c°mpllance. FENESTRATION SURFACE DETAILS FENESTRATION SURFACE DETAILS FENESTRATION SURFACE DETAILS FENESTRATION SURFACE DETAILS ef kk !!44 yy. yy Faneaunon TT m n re 10 Ferwslrellon < E ry 0 41 i e 9 a 7 Feneciralion e tl '2 LL Y LL fi n LL Fene•hallon O s 3 3°4 2¢ O gg D ❑ TagnD T �3 3 a ? b c4 r.eno T a` b f 5>, S E aY TegAD r 3 3= 8 it 3., y. - - -- - ❑ ❑ D D D D D D D D DID D D D ❑ D D D D Cl Cl D ❑ ❑ D ❑ D D ❑ ❑;_g_ --- ----- --- - D ❑ 1-3 D D D D D D D ❑ D p O D D D D D D D D D ❑ ❑ Lot D D D D D D D D D D D ❑ p� D D D D D D D D D D ❑ ❑ W D a D D D D D D D D' ❑ 00 ❑ D Da D Cl D D D D ❑ D WUi O D D ❑ D D D D D D ❑ ❑' ❑ Naf 1.See Inswcrons in the NOnresitl Mial Cwnplianca Manual,page 396. 1.See Inalmcliom in In°Nonresidential Compfance Manual,pie 3.96. 1.Sea Inetmclbns'n the Nonrea deM al Compliance Manual page Y98. 1 See Immu Vlore in the N°nre6 dermal Co,rixemce Manual page 3 96. W Q 2.It Fail the.asecnes on Page 2 W ft lmpection Cneckliat Form and take speopnakan-a correct.verify building plan.it necessary. 2.II Fail then describe on Pape201lne lnspecnon Cmedll&Form end take epproPnele action Ncortecl.veriybuildkgpituaR esesery. 2.IfFaiilbendescr1eon Page2ol thelnafaamion CM1eckl st Form and take appraaiale action to correct.Verily plena if necessary. 2.II FaI IM1en tleceribe on Page2of ihalnsPecnon Check-si Form eM take approprate actontc correct.Verty bdidmg plans if necessary. Z YZ Ene Pro Sib F Soe beer Numc-sal RunCode:2012Jf-31T12-as P 9W15 Ene RO5.db er sob User Number ass, aaac-2012-01JIT12:31:f5 ID:12-31 Po I0d15 Ene e,,ID Ene Soft Userromb 55B1 RunCode:2012 31Ti2:31:25 0:12-0131 Pa If of 15 -at o Eric Son User Number:5581 RunCode:2of]-Of-3f TI2:]1:T5 /D'12-0131 Pa e12 of 15 !� W U �LU �W Y �g CERTIFICATE OF COMPLIANCE (Part 2 of 3) ENV-1C CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1C ENVELOPE MANDATORY MEASURES:NONRESIDENTIAL ENV-MM AND FIELD INSPECTION ENERGY CHECKLIST AND FIELD INSPECTION ENERGY CHECKLIST Pf0BE1Nem. ID01a Project Nam. Ome Protect Name Data Lakeshore Medical Center 113112012 Lakeshore Medical Center 1131/2012 Lakeshore Medical Center 1/31/2012 DESCRIPTION ROOFING PRODUCT COOL ROOFS Required Acceptance Tests Building Envelope Measures: (Note H the roofing product is not CRRC certified,this compliance approach cannot be used).Go to Overall Envelope Approach or Designer: 5118(a): installed insulating material shall have been bedih d by the manufacturer tip comply with the California Quality Performance oath. This form Is to be used by the designer and attached to the plans.Listed below is the acceptance test for.Envelope Standards for insulating material,Title 20 Chapter 4,Article 3. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT"COOL ROOF"REQUIREMENTS: Pines Fell, WA Fenestrations system.The designer is required to check the acceptance tests and list all the fenestration products that All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of ❑ Rooting complance its required in Core.Zones 1 alkt6 with a L°wStoped.2:12 pitch m less. ❑ ❑ ❑ require an acceptance test.If all the site-built fenestration of a certain type requires a test,list the different fenestration §118(°)' Sections 2602 and 707 Of Title 24,Pan 2. ❑ Roofing eomorece ngi required in Climak Zone 1 with a Steep-SI m leas than 5IMC.Greekr men 2:12 pikn. products and the number of systems.The NA7 Section in the Appendix of the Nonresidential Reference Appendices The opaque portions of framed demising wale in nonresidential buildings shall have insulation win an Installed R-value prod wi ❑ D D Manual describes the test.Since this form will be part of the plans,completion of this section will allow the responsible §1 t8(h: of no less than R-13 between framing_members. Low kpad Waad ram is rook in Gimate Zones 3 and 5 are exempktl,solar relleckn, and mermal emkm-Or D SRI mat nave Mac.,of D.039 or borer.See a Sorters Delak roof assembI Column H of ENV-2C. D D ❑ party to budget for the scope of work appropriately. All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked,gasketed, Lowbl Metal buildin le in Cllmale Zone 3aMSere exam ed,mlar relxlance act fhennaleminance or SRI §117(a)- ❑ °Pad g roc W ❑ ❑ ❑ w9atherseipped Or otherwise asaled. thel home U-lector of 0.048 or taxer.See O ue Surface Details root as.embl below Coumn H of ENV 2C. Enforcement Agency: Manufactured fenestration products and exterior doors shall have air Infiltration rates not exceeding 0.3 cf,nV of �Thae rope area covered by building kkgreletl pnotOvon-panes and bulking imegrated solarlhennal paaelso�are D Occupancy y g pa 116 is window erea,0.3 cimltt.s of door area for residential doors, of door area for nonresidential single doors D d.Soler reneclance and mermal emkance or SRI,sea a reads neat W1wlalOr N www.e �tlne 4 ❑ O ❑ Systems Acceptance.Before Ocou arc Permit is granted for a newt constructed building or space or whenever new § (a) n9 e Fool roretmnion the have mermal mass over the rood membrane vain a-ont of et Ieest ele x,m are exempt boon fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. swin and slldl and 1.0 cfmm.a for nonresidential double doors swin in D me Cool Rom cmana meow. ❑ D D The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the h-rise reskennal buAdings and hotels and motels wilh-I.Pofs in Climate Za r ms i through 9,12 and 16 am boxes are checked and/or filled and signed.In addition,a Certificate of Acceptance forms shall be submitted to the §t 16(a)2: Fenestration U-factor shall be rated in accordance with NFRC 100,or the applicable default U-factor. D Hig axe from me kwalo d sd ro room cdtena O 1 O ❑ enforcement agency that certifies plans,specifications,installation certificates,and operating and maintenance ----'-' -- 1.It Fail than de°crib°on this page d the Inspection Cnacklist Foml end lake appropriate sonan to amen.Verity bulking pans ll necessary. information meet the requirements of 10-103b of Title 24 Part 6.The field Inspector must receive thepropertyfilled §116(a)3: Fenestration SHGC shall be rated in accordance with NFRC 200,or NFRC 100 for site-built fenestration,or fire q § () D applicable default SHGC. CRRC Product to Rool Slope Pratluct weipM Product weed Somr Thermal out and signed forms before the building can receive final occupancy.A copy of the ENV-2A for each different Site Constructed Doors.Windows and Skylights shall be caulked between the unit and the boiled number' s z 2 t <awe z Sint' i ReOectan<ea Emmilance SRP Pass Fail° fenestration roduct line must be rovided to the owner of the bullDin for their records. §116(b): weatherstripped(except for unframed glass oors and fire doors). 11g,and shell be ❑ D ❑ ❑ ❑' ❑ ❑ Test Descri Non ENV-2A Test Performed By: [3 D ❑ [3 Fenestration Products Name or ID Area of like Building Envelope [3 ❑ ❑ ❑ W ❑ ❑ Requiring Testingor Verification Products Acc Lance Test ❑4 ❑❑ ❑ D Oauble MWW Geer 474 ® ❑ D t.; - Sf°re-FrwH D°or. 53 EI r ❑ ❑ ❑ ❑ ❑' ❑ ❑ s INC. 1.The CRRC Product ID Number can be obtained from the Cool Roof Raul,Count s Rated Product Directory at - wolroals oraloro0uc ssearcM1 ono ❑ 2,Irokaralnetypeolprodbn'sbe'ng used for the of top a angl°ply roof asphalt roW meal rml eke '-'_._ '^t01)' 3.If the Aged get..ance*not available in the Cool Roof Rating Courldl s Rated Product Directory men use the Initial Rellectancs value from the ❑ 1+'t Ion etimckaryentl use the equmbn(0.2.0.](P..,v-0.2)lo obtain eCabukted aged value.Wharepkthe lMtik Solar Rellectarkefrom me Caol ❑ .,1 Ltrlirolt pendli'. Roof Rain,Cou dr,Rated Product Directory. ❑ _ I 13 4,Check box it the Agad Reneclente is a calculated value being the equation above. 5.Tone SRI value neetl.lo ba Calculated from a spreadsneW cekmakr ai htol/www..norOr.c aovnille24/ ❑ 6.Ii Fatl then describe on lhls eol melns Lion CMWist Form antl take ro-ere ectlon to cones.Ver Witten Plan,it-sear, To appY Llquid Field Ppplktl Coatin9sJM1e coaNlp must be applied across me antiretroot surtace act meatme dry mathicklkss or mversee ❑ 'h'I ^rmit based o mmended by the cotarge manutaaurer and meet minimum Pief-rka requirements listed m§neltla.Salad ma apylicade wanng: ❑ Imo-' COnstrUed t ❑Aluminum Piernme d Asphall Roof 0,xi n9 D C.-SessC RODI Coaling ''�❑Doer ❑ 1- 1 Ie:if O!IC:1bl I ) '."n d to giv Discrepancies: ❑ wL iL' r1 JYISIODS of$tic ❑ _ N t 1 i ❑ ❑ D ATE:: 06-13-2011 0 SCALE: AS NOTED ❑ NED BY: JOS ❑ ❑ N BY: JOS Eire 5.iD Ene Soe User Numbers 1 RunCode:Mfg-01-31T12:31:25 W:12-013f P 13W15 ❑ Ene ro5.16 Ene Safi User Number 55a1 RunCode:Mf3.Of•3f T12:J1:25 ID:12.0131 Pe f5ot f5 Eder Pro 516ls Soe U-Numb-SiR1 RunCode:M1DO1J1T13:31:25 ID:12-0f3f P 14W 15 OVED BY: SHEET NUMBER 24-2 REVISIONS BY 8-11-11 JOS 5 "a OVERALL ENVELOPE TDV ENERGY APPROACH Part 5 of 6 ENV-3C MINIMUM SKYLIG AREA WORKSHEET Part 1 of 3 ENV 4C MINIMUM SKYLIGHT AREA WORKSHEET Part 2 of 3 ENV-4C Protect Name Dale Pmlecl Name MINIMUM Name Oale iZLI T Lakeshore Medicare Cen'r 7/13/2011 Lakeshore Medicare Center 7.1312011 � 7/13r201 f Lakeshore Medicare Center ° COOT RDD}Multi Iles MINIMUM SKYLIGHT ARE FOR LARGE ENCLOSED SPACES tlefintoo b 131 c.r ulremenls in 183c c n p k a oaapaicr"type end c°dnuenia ®Non eswamiel.see O 2441wr ,uw,sw ❑Retal,Sea Table NA55 SKYLIGHT AREA FOR LARGE ENCLOSED SPACES 1437 S c E T°O4ts Table NA8�3 Table NA5J Clinele2°ne: f0 10 This worksheetapplas tab Itlngs win threeordewerstarrs Inc mate tows2lNrough f$hav ng an enebsetlawCe> Step4-H using SKYLIGHT m�.comply with the minimum skylight area requirements,calculahgompllance with minimum 3 'Coe(Heierlts Dl 8,000 N°Ihas s direc9y uMer a m l Ilh a ee l ng hetghl>15 ing plane eacepllon below does cot apply.Go to Step 1. skylight area using Step 4a,or compllanco with minimum eHe.Hw aperture wing Step 4b.Also vedfy eme,uh tie with pp Caleuletiw Names.referen .l�g ECIO6etl Space on bu ltl ng plena Skylight hale ib ke Nt N.gw,,,,, A 6 ;C D E F Proposed daylight area. Ind indicated on p ^ E rWoaeO Slenaaa Proposed 31a^tlar0 O • page of the building plans. Step 4e It Complying With minimum skylight area: tied 9da Awtl S^Hr Therms ThemW Cool Root m Cdlerion 4a.Check ll Proppaetl Skylght Area is equal or grwmr than Minimum Skylight Arse(H"). S g j 5 P y 8 Reilectarea Eminwce R ncslanc° Rdlectar;w' Emmatka Emissive Mulu liar' < Sky ighLS not raqulretl a Iigr ng system Pn Page__of bu ld E- 6 i�^ W/h°wM1lch a leap th Hole:lhla ewmPfbn applies only m but^gslwim eane afuBVEesaened 1 ghb�ng sYstem'ry Proposed Skylight Daylight Area F 0 its Proposed Skylight Daylight Area N E e F $2 a x This exception does not apPiy to. &shell bulldnga Irom cell(CL Sept oq ENViC(Page i of 3) g R r d E E u o a STOP' IF THIS a0X IS CHECKED.Space Ise mPt Irom minimum°kylight Brea requirement. -.. : t D ! ; M mmu Sky1 ght Aree m Skylight Area(F)X 0.033 G O»T Minimum Skylight Area y 'm S EE E S >: $ '� NOTE.The mnimum skylghlar eglhuo ber Itusing skyltt tlayl gh[areas primary sltlelttlayl tint areas,ors Total Ropwed Skylight Arae-Sum of Ne areas(rough g q �;.- MiMt an of b0ih.Use Slep 1�Y¢low if us ng skylil tlayl ghl areas for Compliance Use Step 2 below f using a tlalil tlayl ght areas tar °pen rig)M each ntlivigral skyl gM N o It1 Total Proposed Skylight Am. '�z 5 to together skylk daylight and primary°idelrt daylight areas Step 40-H complying with minimum anecbva epedum: m~ N o= R aonq+lu^era Use Stap 3 below add t ❑criterion 40:Cheek ii Prgpljsed SkyI1gM Effective Aperture is equal fp or greater than Minimum Skylight EHeetive n T s aminum(J 2 O.if WI°criterm.Necked,shall also fill cut ENV-4C(Page 3 0l3) g `� Step i Calculate if Proposed jkylN Daylight Are°is greater than or equal to Minimum Daylight Area. v 5 0 criterion 1:Check If Total igoposetl 9kylil Daylight Area is greeter than w equal to Mmmmum paylit Area.(Deal �k.Gfm a Aperture0.011 Minimum Skylight EfleMive Aw w HCriterion 1 ischeekad,skip ataP2,Go toStep3.mulypnr nive Aperwre.4d8DObmn J. Floor Areerprowwtl -4C(Page3af S)Cell(AB) J Proposed Skylight Efloam.Aperture S_ $ a + StandaMae SlaideN Ages SIaMaM Themw P 9 p ^clwetl space A a Np Space Moor area Step 4c Raptured �0 d 3 u P - S.Immeosto. aWnT Olethso d°^w end TM1amN Sdar RanecMrce EmluaiPe ❑p4cReq it Cheek It Pr Y g 9 CI c CdumnD CalumnP oppaed Skliht lasing or diffuser haze rating is equal or greater than 90%(K a 0.9). 3 Law Roe Low ,L22IM1rou h at - Minimum Daylight Are 0.5 Floor Area(A) B 0 Na Minimum Daylight Area=05 x(AJ SkYllgnt9lezlrg or tl flubs.haze mlin y i w 0.53 o.7<u g accord ig Id ASTM z re Low,Pke Low CZ11Mo C1te D1003 1 K Haze rating g a o q.10 .7 Proposed design t yri in with 0 m E H n R w LmvS ad U a i h C215 d.53 o.Ts 6131(c)1 D aM as she m the plane. C h-IF roposed Sky,Daylight Area � Haze rat ng is Intl tales on Page ____ of Plans ESS/a - high-Rare.- L 'Y E C21§ CZt6 O Compiles with all of criterion 41f T to Criterion 4a g2 Criterion 4b yl°hacked,AND rementcommon 4c IS shacked m y9 P,A H Rr S a2D 0.T5 lee 4ao DZ21Iwa n CZt3 S o.Tb - Stop 2 Cakwlab N Proposed Primary Skelh Daylight 4rea is greater than or S homer .qualm Minimum Daylight Area Steps-Hosing PRIMARY SIf1EtJGHi to comply Wilhlh9minimumskNi9htarea requirements. y T o.ig o.75 O criterion 2:CIMck II Total Proposed Sk IIt Daylight ores is equal t0 or greater Then Mmlmum Daylit Arep D 2 S). O Cmerion 5:Check tf Proposed Pnmary Sdelit Effective Aperture la greener than or....I to Minimum Sidelit EHeetive y p t. Proppe Aped Deagn Sder Refrocw_;Pwloco-.TX(P.enpID.Get.Mosesp.APca)Mbetwlw wlwbburvJ In the CRPC DY 1ory. Prima Aperture(M2L),Flll out rem i Q w LL w E Enter results dire Ikd Pool AfWelaker eaekan In Idriwre 2. ry sltlelli Oayl1 arga demrm rwtl In accordance witty jm ng queaslona on 91NP 6 below. U H x w29J1) m �t Q m x z rE]� 2. Cool Root Multi er mmaag c..X n•C X e - co t.Cd A X Cd C-Colo.Cd S X Cd E- $131(a)iB and as eNOwn an the plans D kz Proposed Primary Sidelit Daylight Area e p, x A g- 10'- ' qa CdF Mnimu Stl Id Effective Aperture L 0.1 Mid-um Sideli EilecUveA sure a O i W a c s.e E Overran Muhi tier Mw �y L $ '° W $ 8 Oaupanry Typeapd Cwll'amaa ONwresMmtial,9Ne O 2a HPurUw,3w Taxer ❑Releil,3w Table Step 3 Confirm Nat Prppdud.Prima SidNN.Sk IIt Da Iht Area la EnterP posed Pnnmry Skelx Effect.-Aperture from Proposed Primary Gdelx Elfecllve GN* 1LP Dllmaa taw: f0 ry Y N g greater man or equal to Minimum Daylight Arw Egwtion 148 A cell(0)below M Apedure aF c Q LL f $gg Tables Table NA5-3 NA' NASi D Criterion 3:Cheek HToml pr aced Da i M Area la .eater than or ual to Minimum Da Ili Area E 2 8. EQUATION/46A:0larWa Aperture for Primary Smallt Arse E d CoeHklenm of Fanesbatbn Overran Calculetlon �s1 ww ¢3 -§'8& § p g O p E P 0 Tofeltr..ed DaylightAma=Iinght Me°.Prmary Rough d m E g e S u5�, H Sidelll Area Add C+D d enter into E E ke Total Proposed Deylpht Area P n0 of wind adjacem m Ira sitlelit are in aL 1 Rn equarel t N Total window area a g 3 s al Venice fi�4i¢W' b= 5 Pmienliwi Pigecbon Prokcbon DUMrice Propcbon Ovemw It CrlteHon 31a cMaked,oompleN both Steps 4 8 5°n Pega 2 h o Cwassom Facia' Factor' 1 F re I' ® Average VLT Z '=w^i d §�,cnt yg N "r' Visi'bIis IgMt narrharm°of I., O W 6 yy gg€ r^ ;e a a d m c 6 o g k q 98p 0 fa0 f00 f00 o.a00 f.000 ❑If Criterion 3 is unchecked.Space FAILS,not enough daylight area,do not continue. Primary sdal t tleyllgM a mined according m �J c®F r7 g5g5 ffim m$g rids Sg=-� �§ E d.)6 0900 tap m 000 f.000 §131(c)1f C011(D),'eP20n ENV 9C(Pd Blot 3) P Prmary Sden Area $Esau-,� p:gm Eq�YS E oTeq a9W f0.o fa.o o.aoo f.0oo Primary Stlell EtkcWGAPadure.fNXO)/IP) Cf fhimery Siwli[EA x NN e0°a Il Gibcell Min SMs w°a.a sore ° U W 6- N" 0.90p f0.0 ry Sitl01n Effective A m S pp Pv c E Ewnterrw I f0 P 0 v-� yy W n oQm�nS.§cW 00 Ship < ,. W U g O}Z m '�R A S 0 Space PASSES CN k ffeliWNon 1 end 3(page 1);and,Cdferlon 4(pege2)are checked. £����g a� � say' tioy rl gna^n P4ggFq AUL h1nrI1rl„na•n43 rn.a.l1'.11 trinr,•,.el,,..edl.w.a..k=a 11 ❑Space PASSES. Check calY If CrearWn t through 5 are a i checked, Q C-)W tiyw m a4 EETT�zzEm Td`:X W turn 5m£ b 8yr m m WheeaianabarenameM b the. .ratio Molaenw ieclalaee laNaa)wtlisd'mae retie d°w.idenl P dBCONmn K. U.I EN a w gill gg p 2 PF.HN 1Hawnla(Nl prolec{I rw mmlmm lheaurtaq Olihe v4ntlow in lest ben ntl C O� \ y $ I'M '¢ lrF=Ntr m`= he afih..am grwt .nV.n,m.VemwttV)a.as G w m �Q q g g 8 a N W odl9m ig,n Iml l EnlermsulN n Cdumn F On DO EEE (` 3. ,.i.a%PF,. XPF EMarwuka nColunhG 6I Ens roB.ibE Use Number 8487 RuflCade:20MOZ.12721:19:40 ID:2011024 Pao.20d1 ' 21 °•u fsssaa WWWWW Z Y O w g� qO J �W ENVELOPE MANDATORY MEASURES:NONRESIDENTIAL ENV-MM CERTIFICATE OF COMPLIANCE and (Part 2 of 5) MECH-1 C CERTIFICATE OF COMPLIANCE Part 5 of 5 MECH-1C MECHANICAL MANDATORY MEASURES:NONRESIDENTIAL MECH-MM W J Proles Nem FIELD INSPECTION ENERGY CHECKLIST LAKESHORE EMEDICAL CENTER 10/18/201i Prgecl Nwne owe On,-Name Daro s DESCRIPTION _ P'wC4YNB1nO Dam LAKESHORE MEDICAL CENTER Build]n E el Measu s - - LAKESHORE MEDICAL CENTER f0/1812011 --- ___.._- 1tN1812D71 LAKESHORE MEDICAL CENTER ! 70'18/2011 Documentation Author's Declaration Statement Equipment and S stem Efficiencies §f 13(al. smesu `an rl ate e Shall Nave been counted by,`a marmfadarer fo m - Oiaoro 8natea: An a lance Im vdhich there's a California sM dam established in the A J Santlamsfo Wadngm fatal,T41e 20 Chapter4,An b3. i°WY wire me C¢laorma Quality _,..-.-_.__ _ _ leers that Mis CeM 1 fC_ompliance dwuinantabOn is accurate and complete_ §111. Y rePp�a ENicienc�Rsg I wli comply with the applicable to,dad. d All lneWat ng Materiels shall WinstaOatlMwmplianw with the(lame spread ralinpaM smakedeweyr Name A.,/.__ §1151a): Fan type ceWal fumm:e hII th ve ariI-,llgM1t. qT.!.n• S_� Sig I "�'-�.� ( S W 21i02 a no]0]i Title 24,Part 2 equlromdms of ^___ - --- Comwny aymne4pasaeaka Dorsongse63 sseers Dd1a fad 1 §129: Octnp,except that corvaymp fluke at temperatures between 60 and 105 degrees Fahrenhel Oh within HVAC §718(i): TI p q poN i f ernes dam m II nonreaidwlal bu Id tip MMI ha -lati h stalled R valca equipment shell be nsulatad'n auartlarice with Standards Secl on 123 i I ih R13b Nr f _ g b _ ._-__ - ,- .__._ _ Atltlraw mil_ CEA4 ..__ All E1d J Inte d openings the building that are obwnvble sources of air lea Ali hemal n duct sys s shall be m..tal sd and metaled n c ante w in SO^lmns 601 c/ a1r ...fd!•� CEPEN shell bece - lam u!katl,paskaed - - C;IY1Sate21P r � � Photo � --'�--- the CMC Siantlertls §124• Deno ,602,803,604,and fi05 of wasihnmllpped or athervnsa sealed. ,,,,�., e-. / -/7%// i -/S� �/ -- -_......-----_----- Controls z Manuladuretl fe,11hindn protlumeand soled.doorsshall Navaerrnl4irabw rates not extwtlmg 0.3 rmm.a of The Principal Mechanical Designer's Declaration Statement Cener. Each spat°corkiMMng system shall be Installed wth one of the fa lowing: U §Ifs(a)l: evidar. an g3cfmm•af door area fa roe dent al doors,03 cimin rot door area br nonmsidomalsngi°dame -"---'--`--- ------- awn in and aktl end nest..IS,naves dentadaude ddore f9wind no) lameligibla antler Ovision 3of the CNnomia Business and Prreasicna Cotle to secs[reS one bilil/Drabs mechaniral 1A. Each space cOntl tldnn t¢m sserv�bultpin ces and manufludunng recltas( u3 ys g g types such es afli and all othera tint 0 e mlatl' rd m NFRC 10q,or the awl'caWe tlrau!t U factor "--'--"-------- ------ --- ------ ------------._.___._...__._ design. expliciliy exempt Irom,he requiremenm of Section 112(tlH shall be'natailed win an aummmc time switch w th an P P Y gs a i e Ulador shallb - access ble manual averdde that allows aWrat on of the sysem tlur ngonho r11upb4houm Thetlneswtch --- • This C�rtificate of Compliance identifies the mechanical fwtures and partmmance specifications required for compliance shall si capable dl progremming.saran sche0ulos Nr weekdays and vreekentls and have program baGup Feneshaf on SHGC shall W r a§118(a)3: a rated in accodance With NFRC 200,drNFRC 100 for sits-bWttbnestration,or the Win Title-24,Partsiand Bof the Cailomia Cade of RegWOliona. --a. O'n-1-morevenllhohers0thetlovice'sorapmmantltime sSiLinforatkast_I Ohours!Ipo_is in(erru lad:or __ _applicable defaWt SHGC ----�-�---�-----------�-- §1I6(b): ire Confrm Bed Ddpr6 W nEowB and Skylighm shall be cau�N�beiwwn the unit an0 me Wilding,and shell be -- -- The tlesgn featurae repress tetl on the Csrxlicate of Ccmpl once are corc4sasM war be idonnatian provided to document 10. An accuIuncy sensor to control the open 1 n lotl of tha system:or atheminpp tl( Pf far Irametl glass doors and fired 1. _ a dl par _ g Penal of the s,olmr, -- thisthe applicable apweatitaco aborts,plans an0specifiwimna auhMdM to die 1C. A4hourtimer that be,.be manually dpemmtlto warol the Operating enfdreemenl agency far approval pare this Wilding permit application. 2 Each spacecakitpnipsystembinstalledwith ."Is that hm eranly tan and temporarily basole the Name 6i Alure / � Y ben as required b n 1 Setback hearing A22 FAKHR2ApFH 9n r ":;. d setup codling ihamo t t Iw i. _ _-- - 1* E a,swce cdntliMning system serving muilpb zones xam a mmbmetl contlal etl 11 more man 28 J00 ------- ---------- Comparry MEDWAaAS9 AS Dare tfff /! §Y22(gj square Iaet shall be pmvidsk w ih rsolal on zorme Each zone:Shall not exeaetl 25.wg q a a feet:shell he ProNded AdNPss --- --- wire garment device.such as vares or dam that allow me su Iheas nq pr coal ngtabas°IbackorshWaff b360 ClpIREMONTMESAeLVp9UlTE fag UEBn°8a " redo tlwll roth¢l isolalidn aroa8.nd shall baconiopeEb al me cenlrol dayw es descrbadl above. ..Ja.`i 7 i t -. Cii/Salsa "_- _ y 3ANDrE6D.CA 92111 �Ot¢ a3e57f91e8 §122 c): Thermostats shoo hav°naneri.selpoinN n eegrees Fahrenheft(F)and ad usMb e m sto ( aulWiizcd personnel. 1 setud ps Me only tO , _ 1 IAaMMdry Nweueee Meat pumps shall be installed with controls to p t I t c t ,e a§122ibl: iPWemenlary healer ripe I ih akcale beat on on W"erg Piwtad Note elccklbr Ma,kamry Measures _ hea"it bad Can bamat by the neatpumpS INC. MECHANICAL COMPLIANCE FORMS&WORKSHEETS char,bgxH kshe01 1 i tled Each spacewo onmp systeh."be co b II db 'ndivitlualinern a'tatld ig cr zone.Where used soconimlheatn y pontlsto er. 1 -IM 1Y Nordaaxdimmcre -oryuwdlh' as fly.iicconattatkard the bal caoime.pleas ea to the 20a9 Npaeatl¢mla Manuel. 9lhec mmlehallbe adjustable tlevmb55 tleggad,o,OWe F rgihel" _ _ _ -' ""--"-'--- '---'"""-'-'-'- '-"-'--'- "'--------- Nole Tn.EMdreemeMAgenq mayreq- 1I I riwmvetM.,to the W d p pars §I221a86) control shnll W adlustaMe up Id 85 degrees F or h tire.Where used Ia odlih heal ng and cool 1g the co tiro shall be -- caporal°r prodding Adeadmild of aleast 5 degree Fwthnvm:cn the ssppi iheabn 1 H!1!:ndil rLn',r;t0in' p eau red on plmslorall submMak. re Groom too minimum s Yo gantl c.olrgHsnul OH or -:. "I uri Z:)h On 0 MECH-IC Ged 1'wterCu liance R -- - ---- aelmlt pend - -- 0 MECH-2C Mechanical Eqummen[Summery is required for all submiHrs. Ventilation ,.. -;. -_-- _-__ 0 MECH-3C Mechanical Venlllation aM Reber is required for an submlpals wile men a enlila0co. §121(e): Co=shall b0 provided to Glow salads an dampers drdevices to be Operated et the venWetion retea as speeded+• "t' �' I,.it.b' on these 0 MEGHiC Fen Power Cowumplon sregdred for all prescnpiiw submittaH, Pans lJ _-'-'-" All gravity venbiating systems shall be provtld Wth ut rc..reedit hie mdnuail _.__...----...... ..-_ §tazlfl: raaadaa yopdrmW dampersman§ - ,. ,i a ttermil basedopamngsmihe°Wake except br combusfon aiopernpa 'yccepflweeoreanoccupancypmmtisgr wdfi aoGwy I -ea here' ae«a � rat Ie c nstrued §1211f): now vanilal nB system seMngab.i king or space rs operated for norm al use all Wsmilatran systems serving the t,� �1 of he applica e err a shall be cenred as^ieeln the Acce eon.R cots for Code Ccmplance .. ..I i1rL S.lfn ed SO c7 (' 9 aC s rem i Service Water Heatin S stems c.':I thth cibvisions of s IT §113(c) Insmlla!ion 3.jernpantlusell.modefor Publ la arias.Thecomrols shaNimit the nutlet Temperabire id ll D`F. 2 Cub su g -r r he ti g systems shall nave a comrd capable of aulomelbNly turning off the cirallaling pump when hel waters nmrequretl .._....__...___. -- DATE: 06 13-2011 __._.__ .._....___. ....._._-. _ SCALE: AS NOTED DESIGNED Y: JOS ar End Pm S.ft Ene 3oa User Number:el6] Rurtdotle: f1-10.1aT09:4a:de ID:10e0.?4 Pa off a125 Ener m516 En a USerNwn6er<6] RunCerle:2w1-10.faTa9:1a:M Ens Ad 516 Ener Spn UsNinnper.B4fiT Run Dade:301f-i6faT09:43:<4 10:f06034 Pew 25ai35 ID:tOfia30 P 22 r15 Euu Pm 616 Ene sw Num6ar b46] RunGode:20fi-161aT09:<5:<fi ID:'O8a3d P 23r25 DRAWN BY: JOS APPROVED BY: SHEET NUMBER T24-3 REVISIONS BY 08-11-11 JOS CERTIFICATE OF COMPLIANCE and CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Pa I a 3 MECH-1C FIELD INSPECTION ENERGY CHECKLIST (Pa 2 ors MECH-IC Pro/eM Nu ne. Pml-NmmLAKESHORE MEDICAL CENTER"A" °"`07-14-11 cm,at<2a"e10 LAKESHORE MEDICAL CENTER"A" "07-14-11 Pig""—16746 LAKESHORE DR.LAKE ELSINORE,CA 92530 caamrwnaeTlaw A e.4700 Discrepancies: = K , 3 € cenani mformadon U g o p <�P` U Amidin T e: x Nonres,den0al Hi h-Riseltesideoual Hotekhlwetld-Room S A dg p p ❑Uncoadinaaed Spaeea ❑Sclwols(Public S hoop Relacetabie Rrbne Schnol Bldg. Condin ed Spunit affidavit) P ��o ypy° u s�y:.g❑ � CmywdPhaorco fi El New Con—fi- ❑ Adda ❑ , App-hofCompl '- ❑Umovditrwed(file of idavit) :. 211 V e i n- Prmn Orieuutiou'N,E,S,W or hi Degreex $E. w e- `8 HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKL@T r Meet.c,u•,t.-R •an x�- z t �,`n s a�•� €❑ E ul meet inn non Crit 'a P., F.11-11 nib.Ratea-t But o,Sydara T., AC �� x� &s~" � (ieAC-I.ATD.1i ❑ © =.a'r s g o` y m ° a F ° emi a. PKG GAS ❑ 8p cp E e a _$a°€-0 f > v _ NoofS stems 1 Max Allowed I{eah C 62000 ❑ Minimum Hem CD 58000 ❑ sb $ `,°�a 5 >:'<x Max clawed Coolm c it' 63000 can• Erri'i•' 61000 ❑ S g e ' 3 E' ' - i�^ )�� DutLo..t R-V I R-6 U yy e a S - F = Wnm duct-iug rs requued,:w,Mnit )+ 3 e d`6 a y Sr )S J rsj MECH4A&MECH-4-HERS YES ❑ ❑'. Q - Ecaoomher YES a`S' Themmxmt YES - z `B r s_;;E' z c a_ z x Ian Control - CONSTANT - C ; � 'yg g�$ �; ff s O z FIELD INSPECTION ENERGYCIIECKLIST Q a 2 k it<<g f O H a aP°aannrri i"mix meat T Ina c nCalead. Pear .Fail-D-Obe Rra 1 c A :,� _ - W 6 Cw Il 5(]0(2D2 AC-5.0 ❑ ❑ 4,4 (C AC I RIU-I,RP i T- W rn W ¢V o °83 r3 ` x [T a PKG GAS ^ H d£� se eF g`'etiyy` 'S J "gc�r8. - aFc No ofS stems': 1 ❑ .°� Z ¢e'EE n`a�?'t `�v Sa „ 0 €4 M 4 Mex,11-ad Heati^C.ae(' 62000 W W a ,a g x e € 1 w U HUM Minimum Hearin E@ciao y 58000 e V o'er s`P �` a°3 -° `�' �'°�� E 0 Max AlmwrA cant c ' 63000 ❑ w J $ ti •6�' c€c F '" w W �_ cod, E@Mina' 61000 ❑ & W RtM LocahoNR VaI R-6 ❑ 'Z U n ` °d. RS � E' Whin due,lesMg i,regw,xd wbool YES ® 0 •a-2 vaz e&p-e' `-yg3a' Y >`<u❑ MECR4A&MECH-4-HERS L W eo 4`e^ € R' p E onomaer ---TES ❑ ❑ ir mermoxrar YES R. Fan C-1 CONSTANT C F d' d e z�,' b ❑ e 1.I!(hr ArwallnnoRedeq 1pm Iperl mire ef/rlwin and cqurr0kle"rhwr rlre Propwedd rrlre energ,cow+plmnae xubmind wfram W ii C-� W - t0- O Mebnildfngplarul rM pwr)bi party xlall rcsnMdr"eergvcunrylmnra ra rxlua'e lgenerc charges C Q '�5." Y e e `�'Sj F F 2 EW-Y ap aim 2.Foraddiuorml dela0ddl epenr/nee P¢Se2ufMelnxp"rian CAerAlisr Fwm('o+xp/ranrel/ls Uo Fnrl bvx ucherked V ffi L e v y e^�.g V c -`� c o <Q O S uj a' N WSSW �a A/ Wrn 3.IndrevleE4ur mexrT yeG(Pkgor,Spin)VAV,HP(Pl:g or split)Hydranic.PTAC,oroth" O n LL CA V 00 0.•Q.� �li W y 0 al> Uj 100.4.NanrevrdexnniC rp/gnea Parini March 2010 2008 Nnnresidendnl('rrplydnre Famr, xw Afamh 2010 WO Y w g� (D J UvW �W �Y CERTIFICATE OF COMPLL4NCE and FIELD INSPECTION ENERGY CHECKLIST (Parr 5 ofs) MECH-IC AIR SYSTEM RE UIREMENTS (Part I ot3) MECH-2C rVn "J"'o'"eLAKESHORE MEDICAL CENTER"A"°"`07-14-11 PROE,TNAS@:LAKESHORE MEDICAL CENTER"A" °A"07-14-11 x z s z°o c ° FAN POWER CONSUMPTION MECH-4C n o PMECI NAAff U s E d atrA/rs J1 g LAKESHORE MEDICAL CENTER"A" 07-14-11 rrI<ms2)Pa(c<nlraAs:„gm zana,Farzga,vav aI¢..J w E _ NOTE Provide-,-flh'_ �k,p for AJon ssxrem mffi^wdAns/xrrrn hweepwvrrDewrr rhro+?,s hplr(onsmnrdrr i'aNm¢ Documentation Author's Declaration Sta[emeu[ hmn Symem Tags AG5.0 AC-5.0 `; _ E�5 O 00 ICAVIFw Svsremsw knrlaW Airtvhmr./LAV/Svarems wren as+xX ilia Prerrnpme 3ppourA SerPaoer Cansanrplion jjnnsfl44(ey • I unify drat rh Ce,dficete ot'Co,npnauce docunummzov is eavrmc end cwnplete Q.e.AC-1,RTU4,HP-1 3 'S< 0 Nan b R1 "'"ePEDRO MEDINA P.E. g'gm"� Na ats ttnn 1 1 x m m N a p E Indireh Page R�wce on thePla- Se Wfe lW orfis! (� w FAN DESCRIPTION EFFlC1ENC'\' PEAKWATTS `—"":MEDINA.&ASSOCIATES °ate'07-14-11 It armadanaemw o fi x p o 0 0 0 DESK hip@ER OF RxEx74G% AJdrew' MANDATORYMEASURES T-24Seed-S w h E 3 .e V V\(l t(\ a t U E BMg2 HP MOTOR DRIVE FAN$ CxD C "liwbk Heat ng Eq rpmevtEtf < G-� Mit 8360 CLAIREMONT MESA BLVD SUITE 103 CEA' ^y Il2(e) 58000 58000 `o f E o a "r"rrrzpPie cadme Eyaipment ER <ndy uz(a) 61000 61000 "g z SAN DIEG—CA 92111 8585713188 HVAC or Hem Pump The a roes 112(b),H2(e) PROGRAMABLE PROGRAMABLE F>m x Z o J M v lu mnna c Isrtn<mmatai uz(c>,11s(a) N/A N/A Principal Meehan eel.Des a is Declaration Statement = a a• 7wn engibleu d D i fthe Califomin 13mateasand Profes e.Code to accept responsibility for d,e wecnadcat Nom 1Ventiletiov 121(b) N IN C Y+ O.O„C 2 Mech¢meal vevtjluen 121(b) Y Y ,et G N8 m b O 0 b c I,.�< e� 01 design -h w e u VAV Msmmum Powmp Cannot Oi(e) N N• ThisCmsficale fC a pf ideubiies the ineclw,ical lu"o-a and Penhrmatee spacT ai q-ed forcomplmncewith Demmrd Control Ventiiotioul 121(0) Y Y p v § Totals cad Ad ustmeah Title 24,Pena I d 6 f theC Is['a Code of Regukuonz. < 1 O O y _'$ €€ FILTER PRESSURE ADJUSTMENT Equation 1)TOTAL FAN SYSTEh{POWER(WATTS,SUM • The design leatom rcprc used m this C,tt r,<of Complimue arc romiatevt with the miommnon provided to dac"meal 'Time C.-I 122(e) OGRAMABLE TIME ROGRAMABLE TIME (� U' thi,dotip on the other applicable compliance foam,-kaheets ook-lm,oas,plmrsand apeeiti-ions submrned mthe Smbackand Setup Cosmot 122(e) Y Y - •�'w B p 10 p O O R T� 144-A ill§144(c)ofthe Energy St d ds COLUMNF enforoemevt agency br approval wuN tins building perms[apphcad^a OntdOor Dmnp"Cwswl l22(t) Y Y e`It)N O r O )if fin<r pressure drop(SP)'g t I l turn 2J SUPYLY DESIGN AIRFLOW(CFM) "'""'AZIZ FAKFIRIZADEH &-arc Won,znm 122(g) N N >` _ } $e W C.m245 Pawd W. t SP...line 4. 3)TOTAL FAN SYSTEM POKER INDEX Row I Row Pipe Imulatrm ! I23 Y Y e To-Total Feu pressure dmP b t (SP,)2s WrCFM ca`-N"MEDINA&ASSOCIATES °°°°m-1a-11 a Lt.5. a)sP D-In lanon 124 .m 0 0 0 h "Jdw"8360 CLAIREMONT MESA BLVD SUITE 103 Li a""Mpzss» PRESCRIPTIVE MEASURES Y Y ; 'f -" `9 n o 4 II)Ca)cn ate Fan.4d/nswen ud euwt ou h^fi 5)SP, Ciry/Sure/Zip Hrone: Calcul tad Dzaign Heating Load i44(e&b) 62000 62000 c '"- I/(' SAN DIEGO CA 92111 8585713188 a e,_ =r a C)Cal Matt Adjusud Fan Prover index and arttr G)Fau Adjuznu ,=1-(SP, 1)'SPr =1b . C^Iculated Desigl Coniaig Lbad 144(a&b) 83000 63000 m 5 SS":M p 0® F c'° an Row 7 �° - :I Fan Connoi G Y tr D\M s(\V ° a a° 7)ADJUSTED FAN POWER INDEX(Line 3 x Line 6fi1' WICFM E Mandatory Meas es 144(c) CONSTANT VOLUME CONSTANT VOLUME < G G 3 e _Indicate location on buildin Taus ofN0le Hlock fet'Mandeb MessuresM3 W €®�3 g:3 1.TOTdL fANBySfEAfPoWER/NDFXwAlL(.+STED FAa'POfYER/NDEA'n+usr nor nne✓O.Rw,frsj rCvn,rvxr tolrrnrr.nsrema or l.25 T.. r r1 ' '.1+" I the npsensmt.o¢adwr la4(<) N N a rf >Trran". .• o+Is MECHANICAL COMPLW4CE FORMS&WORKSHEETS check box HworWheet is inclutletl Ssrpply Pressure Rests(DDCiody) 144(c) N N a 8 e »rpn or raPFw demdedmsrruc' h y.ond¢ll Ener c ` �; )'+un ing f F�cren•S'r .d pl maj sr�r•ro rfie 1008 Ynrea+dwwl SimdmnemlxHeenCoul 144(d) N N � 6<'s' I")n�- - - - - - - - - �� ' S F ry � I ....1y�ll..iv�.ManualNote TheE A v min re e.It all rms ro be YrMOr ed /¢budJn /nns a = aH-lCcoin lianas Re cues on leas for all rbu ittd, Ecomw¢m 144(e) Y Y a i-= e MEC1E i mein Summ 's aired for all-bmsdls Hca[rout Cod Av Supply Rests 144(t) Y U IV ntdetiou a+W Reheat,src vircd fwnllsubminels wan saeclwucelvmiHetiou. Elecme Ra[siance Heatmg'', 144(D Y 4' W i G fiY o \9 pt8 S pi lr'+ Ft l�'I'�' B 7C rm On to MECH4C Fao PoerComum timr isrc uimd wn<o for di rears rive submsuaLs. Heat RHecnu^System At99(h) Y GG V U is N `E - U' rot be leAmcookdchdlerL,ml 41a U) N Nm w1 of tIc hie1DuMLeakageSeelmg IfY E M o E ( C: Cf1�r'c•�r1r I RID pruvi uch MECH4-A must be wWn tt d 144(k) Y Y O C f U<m ? ~ a d 1.Talallru(dledrapnelo(tfan✓hrl gfall elanir pear on lhieprojerr arrlwive 4fd"rria'oew',aryhrarf¢rbealp ps.((alerirt'<hmlhwrd rx la whrW exrc Nwr ro 6144/Ia lv. rag, N N)(.N a c Z t j n�-tcl 2 E 3 L W • _' s c g [APPROVED 6-13-2011 <<a a U .� aa:3x➢to o••h s�FF -a�� 3 z`vt r AS NOTED Y 5 2008Nonrcsld¢nmr7C pliance Forms. Al""'12000 2008 NonresidmnalC pl'ancaF nm Angrrn 200p g�¢ < N d 4 '' Z - D BY: JOS v 2008r--fdenrtvl complfu-r F— A,—10av Y: JOS BY: ET NUMBER 4-4 REVISIONS BY A8-11-11 JOS CERTIFICATE OF COMPLIANCE and CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (w„r z ar 5) MECH-IC FIELD INSPECTION ENERGY CHECKLIST (P.e,of s) MECH-iC "i°°'"°"'°'LAKESHORE MEDICAL CENTER"B&C"°'r`07-14-11 LAKESHORE MEDICAL CENTER"B&C"°ie07-14-11°'im'"Z°°°10 gT Prgemndae.`16746 LAKESHORE DR.LAKE ELSINORE,CA 925301A`°�,"4iooPl°° Discrepancies: _ `" 3�❑ a a— BaBdw? u IJ.—sidenti.l kli.-Rwe Residential HoteVMotel Gesso Room ❑Scbools(Public Sch 1)❑Relceamble Public School Bldg. ©Conditioned Spaces ❑Unconditioned Spaces e $ �'8 ❑ Phaseof Consunoen ® New Construcuoa ❑ Addition ❑ Alumn Apple,dh fcomplimro: M Component ❑ Urrcn"daioned(filexlEd.vil) ----- < rn r Front 0..onion:N,E,S,W or iv Degrcea: S. -- S '+ f 3 Z =n $ S DETAILS FIELD INSPECTION ENERGY CHECKLIST 7 u � i TyIm� ego b d a ®� 1 RTU-I,HY-1 .lean CNMN..r atremma a Bay p E evt Imperial OR Q'LLa'la Pass F.LL•Ddcrlb.Rauon' ' "~ A SYSTEM w IMmm3 aMm Ta AC-6.0 ❑ ❑ < : 'memt ': K GAS NI'Of S Hems 1 F •; $• $C Mu Allowed Hearin Cl mi'I 62000 ❑ y c a e i 4 ve�<- F F< a Minimum Hmti EfBdrn ' 59040 ❑ s 0 e Mex Allowed Conlin C iwl 75000 g W S c P 0 m' ��. ya S Cooling Ef iciene' 73000 ❑ U .�•,$ a P¢ Whin due,win-vam< d,about. R6 U Ha k,s� a& � E CJ min m 4pK H•pf? Duct g:ar.gahe YES ❑ ❑ oe a$,c_ € $ n otf V(y�E3S/qt,• MECH-4A&MECH-4-HE N Z Ix 0 y 'Y�'•' Economizer YES •`k c^ r The awl Y U e s <e` $ •❑ W = i Of Dw.-.J,,2 Z 3 6 e g✓i W � W Na Mmall, nl fi Fail control CONSTANT [o ca m x 1R 1 r�$ $aI a e'r O Z 1•9 H rL FIELD INSPECTION ENERGY CHECKLIST I <£ o 3 S'e 2 §r V W E ul ment fox."hu,Cdterw P.m Fail•Dioerlbe It..... ''.. ss�� e,g' ° j,7� k:s' q nil hem o T1.ug. m W �.. - .R• a,t g B '< p y U Le.AC•1,R'fU•1,NP-I ❑ ❑ Z c. a, v a 1 g 1`y% Zp J -_ E 'vun[T es: Cc cc C CEIZECEECIZE „Oj Z a E �< egg Y ,]¢ \uf p1Po Noof3smms ❑ ❑ trl ll.l �' �¢¢Z'� a $p lS�ryS W V E o2 Mmr Allowed He°tin C.ucit'.I C V s� Tx ;a" Minimum Heativ BfGciene' Lu si a .f $, Y ry a M.Allowed Cnolin ca adt? O ❑ Z w i . Coeliu EfticienC' ❑ ❑ Duel Lacati.W R-Vnlu< s Q c,�,Z. &m l MECR< &MECH te'ting is a lens�" ❑ ❑ o $, d € 11, a .'s o S ,- o Eronumrzcr Themmswt w 'a Wo n ran contrm13 l.ljrhe AnmllmMllMrqurMlpnnmrm eQirlmrryaMroyaC(Naleu rhan rM PrpaM�om Ord emrgl•roapibnn mbmnmlorp*rnr F O $, I<'.S2 y °&¢hg, cj� the heddleeplaml the mymal eYor{r�raan r.ruenraarmra,•wePli—a m rnrkdr III'° hoogm. : p '�y'a =. 4 •4 - ].P'orMdhloml delollM dlxnpapq wa PogeJfrh•ln �ar C'hwklm Fmnr.CanpiVann,%1p(fu Fall bor lr ehrcMd. �+y e` 'n g' r` t& ate Y v y $ U w OV i.Askou,,,Erlydl ,,lT)p.'Osupkam,Split).VAV.HP(Pkr oraplio,Hydrmdc.PT'AC.mother FiY �qR' � `e�$�pp e.r°°�Sye =�� tJ,J C b tiy"4 W 6 C S � 2 Y YZ 7008 Norrravidenmi Conrptiauod Firms .brr..l,zoto 2008,Vni,,ldsolI Corpllarrea F.— Al—h20/0 ' 1 ' g(n W tp J VW LLI �S CERTIFICATE OF COMPLIANCE and U 0 to FAN POWER CONSUMPTION MECH-4C AIR SYSTEM RE UMEMENTS (Part I of J MECH-2C n FIELD INSPECTION ENERGY CHECKLIST (Parts.rs MECH-1C o p p O o PROJEC.'T NAh1E: .DATE: Z < 4- b PRn1EfTNAMe: DATE, "" '"°""`LAKESHORE MEDICAL CENTER"B&C"°°"o7-,a-„ LAKESHORE MEDICAL CENTER"B&C' 07-14-11 +�`N b cs & LAKESHORE MEDICAL CENTER"B&C" 07-14-11is lndical.Alr A'vskms 7JPa(Cenrrnl,S/ng/<Zonq Pa<kog&VAPoram...) E H NOTE:Provlde I.rgry f,hls:vordvbnrl'mrF/nrr•_:+am wirirn,urnlfinr yvnenr lrorrepo.sm grcnrnrl:nrr l.i leaf r('an+uun,nr l•'alrnne Documentation Author's Declaration Statement / n -� O O� lCAi7 Fausyrrenr+oel'wl.WeAfr Folrmoli'AI,Sy+mmx whin ralnyrl:e l're-,:riYrivr A➢➢rmrrh Sc,Y,xvr t'nn,unr➢rinn a!/nrsra111(e). Ilan or System Tags AC-6.0 4)' ,,, F 1 a< U^t1�0 O • Icenity that this CenifrsuofComplwnre do.•mnrntatiuu is mcunew.rdcumpleu, i.e.AC-I,RTIGI FIP-1 6 gN��� `tutu 9 A e c D e F No.o S atems 1 N < ` FANDESCRIPMON Li Nome: Sipnsmm: -- r E EFFICIENCY PEAK WATTS X. PEDRO M DINA P.E. LndanuFag<x<meiof nrh.Frnn.o sAma.uwnrna g6 .5_ F co:nvrnyMEDINAI&ASSOCIATES FIC'F e:07-14-„ in nnnarian M!"w O 6 �''°iJ O O O 4 b O 8 U DESIGN NUMBER OF Bx Ex,461 Q }} n g5 BRAKE HP MOTO DRIVE FANS CxD Z MANDATORY MEASU S t•2a Sertbns �" <.- '�t1 Pe n\e, M a N aT 6 -t G U A—..: Pplimble Heating Equipment EH)cur' 112(a) 56 D � C f > 8360 CLAIREMONT MESA BLVO SUITE 103As "PL p Cooling Equipment Effirt—y 112(a) 73000 q&V ay\8 )f}')!J ,g av/st•tdLp Phnnn: > ^ SAN DIEGO CA 92111 8585713188 HVACarHwtpump'Ihettmsww ll2lb),1l2(c) PROGRAMABLE < so F....Cmumis/k'henl u uni 1121c),115(e) / m •�. _ Principal MechanicatlDesigner's Dedaradon Statement Natural Ventilation rzgb) N ce `0 q4 i®o O b • suit oil able under Division 3 of We California Business and Professions Code w accept rcne...lbigW m for the echm)cal d MeeM1evicai Ventilation 121(b) p VAV Miuinlmn Position Cwtiol 121(c) N m 4j -S • This Celificaw of Colnplianea Identifies ON auctioned features and pert necoalpecifelitions iquited for compliance with Danmd Cu"not Ventilation 121(0) Y g T.1,6iul Adporunu Title 24,Parn1end 6�of the C.lifomia Code ofR<guwtiorv. Q �b ` fILTLRPRESSURE ADJUSTMENT Egnanon I)TOfAI.FAN SYSTEM POWER(WATT'S,SLM Tint.Control 122(e) ROGRAMABLE TIME •�'a fi n O O O O o O Y' 144-A hr$144(c)ofthe Euuzy Slaada'ds. COLUNIN kI • Tile design fenmrcsrpuxevuduv Wis Celilicuu oYComplimtre mx consulm[wiW We information provided mdocumeu[ - p Q � flundesigaootheoWer applicable cemplianre Pomv,woheheas,celmwtiam,plan.mul.pecilicaliuua mrbnilluJmWe Setback and SCtuP Control 132(e) Y dc�o O 0 % C C ,0 Y m� 2)SLiPPL}'DE.v'IUN'AII4FLOW(CF.\D N N gg 8 \)If Eller r 245pressure drop e.e v greamr than 1 weh enforcement agmryfpr approval with this building penult ga-Pcmwn, Onidoor Damper Control 122(t) Y .�, 3%•,� W.er ua I pen scallhm enter SP,onl in,,. 3)TDTAL FAN SYSTEM POWER INDEX Row 1!Row WICFM Iwlanon Zones 122(8) N ` i Enter Total Fan do We 1'ev(SPr 21' Name 6igmmre: pressure p across ) AZIZ FAKMRIZADEH � onLrn°,. ) Piv<manlmrm Iz3 Y Ppp•• 3 x e a SP. `°" "y""'`MEDIMA&ASSOCI 11 ATES ID. is DnonInsulation 24 Y S m>$$C TJO M M m N O %$ a Q B C.IculvteFanAd' deul¢rmhu d. VF y. Eo zt ,a k aI ) ]n.mrntat s)SP, f INC. A"b* Licemal PRESCRIPTIVE MEAS ES F C7 Cekmlvw Adjusted Fen Yorver Index and mMr 8360 CLAIREMONT MESA BLVD SUITE 103 M029317 ic. V (SAN DIEGO CA 92111 Cawalated Raga Heatng LpW 1a4(a&ir) s2000 ..� a %xg rva 6)Fan Adjuswte.,-I-(SP, 1)'SP, Cr ISroWA Phone m M a = on Row] 8585713188 Cole.lntsd Design Cooling Lbad 144(a&b) 75000 V a r7 8 M O O 0 0 0 O +§a g 'u n •*nee to he 1.)O•-n\1„rr. Vpa a Ts ])ADJUSTED IN POWER INDEX(Linea xl'r=M1) N FM Mandatory Measures M'3 I.Control i 144(c) CONSTANT VOLUME «'�+ u $$a 3�, 4 I :n um,ozalio i3 Iodicete locefion Da buildingplans ofNore Block for MandatoryMeasures DP Sevxm Loealtov 144< N ,�'°` N,32 £.. t WELL FANSPSTEMPOIPER MDEXm AD7!l=F,W POWER LyDEi'nnn rem drnM08.0,,jar Co"+ ,1.hmen+r 12] :I T IOrn,;t pen Tg () 2 N b S 3 . w/a'[nJar i'AI's]vlem+. IILIOS. MECHANICAL COMPLIANCE FORMS 4 WORKSHEETS check box iPworkeheet is included Supply Prcnmrc Real(DOE only) 144(c) N s( u ¢ $ 0 2 3 s '' For dalmlad imoneeons In the ore oflhis and all Energy F,Q3Nenty Srnndarvb romplrarmefonn;Jiro the 2008 Nonraidenlml Simultmeous HeaHCool 14a(d) N F W y J gi - - - - - - - - - - - K $ Moarrol,YomTh,E Am<ama• nraanm,nambe,rnaaralMII.fillb,r14' ma+ {. t-o i�.� ��_ ,r MI ,f permit based n MECH-IC C 'B fC IMrue Re Hirai rnr lent£rnn.nbmmals. Econnnair 144(<1 Y �yq' z sps e_ �g-g�''yy$I R' .+$ W 'of be construe to MECH-2C M J IE m mrnl Summarvnr uveJ for ell subm teals. Heat and Cool Au Supply Rpct 144(0 Y f.i W 0 3 Tye b F- tnl rl",n Of the applic, Ice MECH-3C M h al VantrleHonoud Reheat is re used for all submrRals w.W mechanical vcntilatioa Elechm Reai.wace Heating' I"W) Y G V < m Z S It,^N N rd N j•l9 N "`a>t s 1=n t:;presumed t° e MECH-4C Fan PowerCoty naniar wrcdwhrnforull n esubmilun. Heat R<IectimSystrnt 4144(10 Y Z a �'�'I > 3 ` Lanwl the provisions of 3 eh Air Cooled Ch111a Limiwtlur� 4144(i) N Z V = 9 s V O M � :Duct Leakage Sealing.IfYea,a O O sq 5 O M O`M .. e- MECHA-Amustbe submined 14,(k) Y 'F u 6 m �-sa\g £ %Isrheelk., §SSSa wn whh areson:1<'lul Ice rv. [ ern uu`a, WMf . g JI 'asDATE: 6-13-2011 h M M §0$pSCALE: AS NOTED m <� m \It O m y' is M1w N N In M d S DESIGN D BY: JOS u,J WQ K2 z DRAWN BY: JOS 100E Nou—afendo/Compl/.nm Forms Ansesl 200D 7008M.—Id<ndn/Cepibnw F... Aogr,+,200P Fa tin `•.� �. ew 2008A'Io-idannel Conrph Forms Aogn,7009 APPRO ED BY: SHEET NUMBER T 4-5 REVISI DNS BY A08-11-11 Jos Page 1 Commercial Heat Loss and Heat Gain Calculation 12/21/2011 Page 1 Commercial Heat Loss and Heat Gain Calculation 12i21)2011 Report Prepared By: Report Prepared By: Julians Design Julian Design 23125324870337 23125324870337 For: LAKESHORE MEDICAL CENTER For: LAKESHORE MEDICAL CENTER - 16746LAKESHORE DR. 16746 LAKESHORE DR. LAKESHORE,CALIFORNIA 92530 LAKESHORE,CALIFORNIA M30 Design Conditions: Latitude:33; Time 4:00 PM Design Conditions: Latitude:33; Time 4:00 PM y -IS Indoor: Outdoor: Indoor: Outdoor: 3 Summer temperature: 75 Summer temperature: 98 Summer temperature: 75 Summer temperature: 98 53 *M Winter temperature: 72 Wintertemperalure: 32 Winter temperature: 72 Winter temperature: 32 m Relative humidity: 50 Summer grains of moisture: 56 Relative humidity: 50 Summer grains of moisture: 66 as '6 Daily temperature range: 37 Daily temperature range: 37 m Building Component Sensible (B7UH) (BTUH) (BTUH) (BTUH) "c B Total Cooling Load: 189,870 BTUH(16 tons) P Gain Gain Heat Gain Heat LOee � B Sensible: 164,48D _...... n Latent: 25,390 Floors 0 0 0 8,878 Walls 4,071 0 4,071 '11,917 Windows 27,008 0 27,008 11,457 Total Heating Load: 164,719 BTUH Doors 3,910 0 3,910 1,488 _ Door Leakage 15.939 0 15,939 48,840 pµ ESSr Partitions .... W Ceilings 54608 0 64,608 47,000 Skylights 0.. 0 0 0 a ^� xo4umwi� ii Duct 492 0 492 819 o- People 14,300 24,700 39,000 0 �W�/yy rUP Ventilation 19,734 0 19,734 34,320 Infiltration 0 0 0 0 Lights 20,008 0 20,008 0 Miscellaneous 4,410 690 5,100 0 Whole Building-All Components 164,480 25,390 189,870 164,719 (16 tons) U Q w �N W HVAC-Cale Commercial40 b 1.HVAC Com uterS stems Ltd 888736-1101 �_ y p y HVAC-Cak Commem�al4.0 by HVAC Computer Systems Ltd. 888738-1101 w �C) 2 j � W W0 _ 0' Z Y° z O W g55 'qJ 'qW Cn �g W J W U W O a rF l.' ISS INC. t h pomt pe in r permit bis ci onstr dnot be c b10 e or .or o '.anr^ rn^ume to such `rbATE: 06 13-2011 SCALE: AS NOTED DESIGNED Y: JOS DRAWN B JOS APPROVED BY: SHEE NUMBER T 4-6