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749 ACACIA ST_ 05-00001319
GENERAL NOTES SHEET INDEX 1. GONGRET'E SHALL BE A MIN..,"CO PSI a 20 DAYS(TYPE V) Ri LUMBER o _ 2. ALL MBER SHALL BE GRADE MARKED AS FOLLOWS: , o A.VERTICAL-STUDS=CON5TR STUD GRADE o - . m _ B.HORIZONTAL-J015'5-RAFxS_DIP e2 a BTR A-1 PLOT PLAN -GENERAL NOTES -,B - - - _ C.BEAMS-HEADERS=DF-1 �� - -1 a D.PLY✓OOD-FLOOR a PANEL INDEX 92-16 T46 ® G ® i E ROOF =PANE_INDEX 24-0 A-2 FOUNDATION PLAN-DEMOLITION PLAN L/7'� a vT7 r _I n 2-6 5. BORING AND NOTCHING: \ 2)PATIO :t :� A.NOTCHES ON THE ENDS of FLOOR J01575 SHALL NOT EXCEED va THE aEPTH. A-3 FLOOR PLAN p B.BORED HOLES ARE NOT PERMITTED^THIN 2"OF THE TOP OR II OF FLOOR JOISTS. I• co .'I G.NOTCHES ON THE TOP OR BOTTOM OF FLOOR J015T9 SHALL NOT EXCEED V6TH THE DEPTH AND SHALL NOT BE LOCATED IN THE s MIDDLE 1/51RD OF THE SPAN. A-4 EXTERIOR ELEVAMON5 OI 4. FRAMING: O A.FLOOR JOIST5 MUST BE LAPPED 5'OVER SUPPORTING BEAMS,GIR7ER5,OR PARTITIONS,OR TIED TOGETHER IN AN APPROVED A-5 SE4-TION5-ROOF FRAMING PLAN _ _ - MANNER. B.FLOOR JOISTS REOUIRE 1 1/21,OF BEARING ON WOOD OR METAL AND 5'ON MA5GNRY(UNLESS SUPPORTED ON A 1X4 RBBON STRIP \ AND NAILED TO THE ADJOINNG STUD. A-6 INTERIOR ELEVATION5-PERSPECTIVES G_aOUBLE FLOOR JOIS713 BELOW PARALLEL FAR7,7I01,15. STAGGER JOINTS IN TOP PLATES MN.OF 48'(55C.2320.11.2 USG) ^ALL 5TUD5 SHALL BE CONTNOJS BETWEEN POINTS of LATERAL SUPPORT WR}ICriJT INTERRUPTION TO HORIZONTAL PLATES e.g.: G-1 GARAGE STUDS AT A GABLE CND WITH AN OPEN SLOPED CCILII,a STALL BE BALLOON FRAMED. .. . \. . . . .. . . ...� S. DOORS AND wNDowS. G 2 GARAGE APPROVED w (C)HOUSE ` . -..i A-SWINGING EM.WOOD DOOR5 TO BE EQUIPP=KITH A DE4MOLT AND DEADLOCKING DEVICE BOTH KEY OPERATb PROM OUTSIDE. 5FA SUANCE DEADOOLT TO HAVE A HARDENED INSERT V MIN.THROW,AND 5/8'IMSEDOMCNT INTO THE JAMB. AE$•INC.. � B.SLIDING GLASS DOORS AND ANDOY6 SHALL BC CAPABLE OF^TH9TANOING BURGLARY RESISTANCE TE57 5ETPORTH BY LOCAL 5W-1 5IMP5ON 5TRONG A^LL BUILDING A`U THORITY,AND BEAR FORCED ENTRY RESSTANCE LABELS-DATC.DOORS AND^NDO,5 OPENING TO EXTERIOR OR AN VNGGNZI TiONED SPACE SHALL BE WEATHtRSTRIPPED TO LIMIT APR Ptl INFILTRATION-ALL MAN'JFAGTURCD SLIDING GLASS DOORS AND WINDOWS SHALL MEET AIR INFILTRATION 5TANDARD5 AS REQUIRED BY T24 GF-1R AND MF-1R FORMS FEDERAL AND/OR LOCAL AUTHORRY AND BE GER-FIED AND LABELED e. Authorizatich la �ulldinrencies. .' 6.INSULATION INSPECTION CARD SHALL BE POSTED IN A GONEP CO E LOCATION WITHIN THE Bu1LONG_ D-1 DETAILS The lecuflnce or granting of a permit based on \ �;\; `-\ - T. VENTING: epprovfll of these plena shall hot be construed to permit or Bpp•ove any vl olat.cn of the applicable \\ A.FOLNDATION VENTING PER SEC.2'.bb.T UBG. VENTS TO BE INSTALLED BETWEEN FLOOR J05T3 ON CM.YWALLS AND SHALL HAVE A Codes ar ortllnance. No perm t presumed to glue \ \\\\ NET AREA OF NOT LOSS THAN 1 5Q.F'.FOR C/.GFI 150 SQ.FT.OF UNDER FLOOR AREA OPENINGS ARE TO Be.COATED AS GLOSS authority to Violate or cancel the provlslone of ouch TO"}TIC CORNERS A5 POSSIBLE AND THE REQUIRED AREA SHALL BE AFFRONMATC:_Y EQUALLY VSTR'BUTPD ALONG THE LENGTH OF c.des shall be valid. \\ AT LlJ.ST TYYJ OPPOSITE SIDES,PROYIDC GORR0910N RESISTANT^RE MESH NW ITH 1/4"OPENINGS. { - A� kBrolJ'VY.E \ \ B_PROVIDE VENTILATION FOR ATTIC SPACE AND ENGLOEM RAPIER SPACES OF NOT LE5=THAN 1 SO_FT FOR EACH 150 50,T.OF AAII V AAA VAA t ATTIC SPACE OPENINGS MAYBE REDUCED TO'N FT.FOR EACH 900 5Q_FT..O ATTIC SPACE IF RE UI THE(BE''150 OPENINGS \ \\ \\\\ ARE A MIN.OF 3'ABOVE THE EAVES.GORR0510N RESISTANT MESH^TH A MAX.OP^_NING OF 1/4"5 REQUIRED.(SEC.1505.9 uBCJ \ A Mse-T. O 8. PROVIDE A STUCCO WCCP SCREED AT OR BMO^THE FOUNDATION PLATE LNE.SCREED SHALL BE A MIN_26 GA.CORROSION PROJECT SUMMARY RESISTANT METAL^7T,A 3 1/2"MIN_VERTICAL ATTACHMENT FLANGE AND 4'MN_ABOVE GRADE_AND 2'A80VE CONCRETE.(SEC. U 2506.5 UBC.) Q 8 Lim \\\ \\\\\\ I PROJECT ADDRa5: 49 ACACIA STREET \. '+. INSPECTION i5 RP1]I/1RID FOR ALL IN�LA.^.E INTERIOR AND E%TLF'OR LATH ARD BEFORE ANY NAILING IS GO✓CRCD. \\ \ \. LAKE EL9INORC.GA F2550 Z -i 10. SHOWER/TI/8 CNGL09LRffi AND DOORS TO BE 5/16"M Y TEMPERED,OR 1/4'LAMINATED OR APPROVED PLA5TC_ALL Q `\ DOORS TO SWING OJT FROM 5HOIsM COMPARTMENT_ U GOVERNING CODE: 2007 GBG/GPO/GEC/CMG/CITY ORDINANCE 11. ^4L.1-5 AT SHOWeRS AND TUB5^TH 5HOYdR5 SHALL BE APPROVED TILE OR CEMENT PLASTER TO e'0"ABOVE FINISHED FLOOR.. MATERIAL 07HM THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT \ TYPE OF CONSTRUCTION: V-N 12.FAN SYSTEMS EXHAUSTING AR FROM THE BUILDING TO BE EQUIPPED WRH BACK DRAFT DAIHPGTR5. \ \ \ 'I 19. BUILDING SHALL BE CAPABLE OF MAINTAININb A ROOM TEMPERATLRC OF TO DEGREES(FARCNNEIT)AT A FONT 5'O"ABOVE THE OCCUPANCY GROUP: R-5/U-1 FLOOR.CSCG.910.11 UBG) \ SCOPE OF WORK: 2 BEDROOM,1 BATH AND LALNDRY ADDITION 14. 5MOKE DETECTORS:ALL DETECTORS STALL BE 110 V.ALT.CURRENT^TH A BATTERY BACKUP.(5EC.510.".1.2 LEI-) ADD NCW 2 GAR GARAGE \\ EXPAND KITCHEN AND FAMILY ROOM \ 15. WATER HEATER SHALL BE!STRAPPED AS PER LPG SECONN 510.5 WITH 1 1/2'ADS X legs METAL STRAP(ONE AT 1/5 FROM THE TOP AND ONE 1/5 FROM THE BOTTOM OF THE WATER HEATER.) INTERIOR REMODEL dna50uwvNs L�rO uee �5r. rv,� I .'. 16- WATER HEATER SHALL BE MOUNTED ON A 19"HIGH PLATFORM IN THE GARAGE.(C.PC.5EC.510.1) n.rr rurUcro I_ .: ✓U.I.wr. ^ 1T- OWNER AND CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER BUILDING OANM: MR,TIM!EVERSON carol. .H-xo wx.vro '^_' OF ANY DIMENSIONAL ERRORS,OMIS510N5 OR DISCREPANCIES BEFORE BEGNNNG OR FABRICATING ANY INORK. W n'c¢vtiie. +.cc na aw '. '. +.vim os vmmc•L ADCRES5: 74e.ACACIA STREET 0 so LAKE ELSINORE,CA.P2550 Z Z .rb Doom r,y ."¢ •E _ -4 ;i ..cG.crR aa....,. d a In •a,.a=o...x�r�� Q _ -.I _ L.EGAL DISCRIPTON: APN 5T9-181-0OT ttt m a NATIONAL POLLUTANT DISCHARGE ELIMINATION SY5TEM Z � ❑ Q p z 1 ZONING: RES 1 J J W -_ IN THE CASE OF EMERGENCY,GALL AT WORK PHONE- OR HOME PHONE �'!� SEDIMENT FORM AREAS DSrLRBED BY CONSTRUCTION SHALL SP RETAINED ON SITE USING STRL'GTURAL CONTROLS TO THE SQUARE FOOTAGE: Cj 6 I Y O I KE E LS I OR fi MAXIMUM EXTENT PRACTICABLE. FIRST FLOCIR EXISTING: 554 J I G N STOCKPILES OF SOIL SHALL BC PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO 5TIRCFT5, bF9 DRAINAGE FACILITIES OR ADJA 1ENT PROPERTIES VIA RUNOFF,VCHCLCS TRACKING,OR WIND- PROPOSED Q - APPROPRIATE BMP'S FOR GONSTRI.GTON-RELATID MATERIALS,WASTES,SPILLS,SHALL BE IMPLEMENTED TO MINIMIZE SECOND FLOOR: EXISTING: O '�2 1- TRANSPORT FROM THE 511E TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RLNOFI. MEW I J . - PROPOSED: O r I�(11 � r \ \ N RUNOFF FROM EGUIPMPNT AND VEHICLE WASHING SHALL BE CON AWED AT COh15TRiCTON SITES UNLESS TREATED TO DREIGC G T SIS TOTAL EXISTING: 554 PROPOSED: 699 \ N OR REMOVE 5EJ'M!! AND OTTER POLLLMANT5. ALL CON9TRUGTION CONTRACTOR AND 5UBGONTRAGTOR PERSONNEL ARE TO BE MADE AAARE OF THE REQUIRED BEST TOTAL: i5t1 SO FT_ �.y` , p.� \\ \\\\\\\ \\\�\\\\\x� _ MANAGEMENT PRAGTIGES AND GOOD HOUSEKEEPING MEASI.RES FOR THE PROJECT 5'TE AND ANY ASSGGIATE7 CO45TRUGTION PROVED U \ O STAGING AREAS_ GARAGE: EXISTING: �kjo. \\� x,weueete-n aN.rw AT THE END OF ff*_H DAY OF CON5TRUGT�ON AO7VITY ALL CON9TRUCTON DEBRIS AND WATEE MATERIALS SHALL BE PROPOSED: 424 '^•nRp- p TO COLLECT=AND PROPERLY DISPOSED'N TRASH OR RCG`UGLING BINS. \\1C \\�\\�i� AODroved gy: - GON9TRUGTION 51TGS SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTGPATED STORM DOES NOT CARRY WASTES OR \\\\�\ POLLLTANT5 OFF THE SITE.DISCHARGES OF MATERIAL OTHER STORMAk-ER ON"'^TEN NECESSARY FOR PERFORMANCE %OF LOT COVERAGE=2F.54% O \\�\\�\ \��\�\ AND COMPLETION OF CGNSTRU_TION PRACTICES AND YWERC THEY DO NOT GAL'5E OR CONTRIBUTE TO A VIOLATION OF ANv - LL N \\ \\\ \\��\\ '_ WATER OJALITY STANDARD;GAUZE OR THREATEN TO CAUZE POLLUTION,CONTAMINATION,OR NUISANCE;OR GONTAING A ti, HAZARDOUS BUB5TANCE.IN A 2 JANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS I!'f AND 502 Z e'suwo VICINITY MAP O_ F Q W '�HR POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO SOLID OR LIO'JID GHCMiCAl 9P?LL5,N(A5TC9 FROM PAINTS,STAINS, *o se cal to 5EALANT5,GLJE5,LIMES,PESTICIDES,HERBICDES,^00D PRESERVATIVES AND SOLVENTS,5ASE5TOS,FIBERS,PAINT FLAKES \ Q ''r OR STUCCO FRAGMENTS;FUELS,OILS,LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS,FERTILIZERS,VEHICLE/ T - a di g` -e y C 0./ N EOUIPMENT WASH WATER AND CONCRETE WASH WATM;CONGRETE,DETERGENT,OR FLOATABLE^A57125;s%5TE5 FROM ANY sw z, i ks " o` ,...^ W 6' - ENGINE/F-OUIPMENT STEAM GLEANING OR CHEMICAL DEGREASING AND 5JFERGHLORINAT=POTABLE INATPR LINE FLUSHING. 2 yI,2 Z c 4 Q W V N ry DURING CONSTRUCTION,FMMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY q'a Z v„ a' W �, sa n vey.G Q I V W 44 - 1�F AREA ON-SITE,PHYSICALLY 5EFERATED FROM POTENTIAL 5TORMAATER RUNOFF,ATH ULTIMATE DISPOSAL IN =Iry Gre Wpa 4 E Frac Rp�'' g ae9ep4st Lk O ~ Q W t' ry ACCORDANCE WITH LOCAL,STATE AND FEDERAL RPOJIREMtENTS. Tent AHS Lake Ebhroae q,\\ rO^arc eRq w w Q '� 0 O DE^ATMING OF CONTAMINATED GROUNDWATER,OR DISCHARGING GONTAMNATED SOILS VIA SURFACE MOSION 15 FROHIBI7=. K'i, ewfl"hM. '° Q 1- J r -F DEYtATMING OF NONLOFrTAMINATED GROJNDYtATER REG;URES A NATIONAL POLLUTANT DISCHARGE ELIMINATION 5157EM asF h N,era+p oW4 gr p cN k -20-0 CONCLUSION OF EACH WORKING DAY.DRAINAGE IS TO BE DIREC TOWARD V[VLLDTNG FAGILITES. AT THE 'I e - '- _ LJ iT'FROM T F ES F TIVE STATE REGIONAL^ATM Grit TY CONTROL. �'t F e sr �` o -i GRADED AREAS ON THE PMMITTED AREA PERIMETER MU5T DRAIN AN1AY FROM THE FAGS OF SLOPES °f �iyG h csec� M II pst y D n D THC PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NCGC59ARY PREGAUTINZ TO PREVENT PUBLIC I.r a '^ ^• - H ELakeahore ' LOT COVERAGE CALCULATION O s'-o• -RESPASS ONTO AREAS WNERC IMPOUNDED YWTR CREATES A HAZARDOUS GONa'TON. LOT SIZE: 21525 50.FT. -- - THE PMMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND IN5LRE THAT THE Wa!RK IS IN ,: k i a a izi4/oe AGGGROANCE WITH THP APPROVED PLANS. a HOUSE: 1577 SQ.FT. _ i GARAGE: 429 50.FT. ® t(1 THE PERMITTEE SHALL NOT'FY ALL GENERAL CONTRACTCIR5,5LA5WNTRAGTOR5,MATERIAL SUPPLIERS,LE55EE5,AND PROPERTY �. :,'{,. PORCH: 150 30.FT. til{- OWNERS:THAT DUMPING OF CHIN11GAL5 INTO THE 57ORM DRAIN SYSTEM OR THE NATERSHEC 15 PROHIBITED. -4' "IP�'ha PMr'k - F 1 Lka Lbinort W PATIO: 346 50.FT. _ ry Z 04/05/05 PAVEMENT: 651 50.FT. EQUIPMENT AND WORKERS FOR d`115I WCRK SHALL BE MADE AVAILABLE AT ALL TICMS DURING THE RAINY SEASON. ; T`• ! M s 5. LAND3GAPING: 5392 50.FT. '149 ACACIA STREET NECESSARY MATERIALS SHALL BE Al/Ad STOCKPILED AT ON 911E AND STOCKPIL AT CONVENIENT LIGATION9 TO FACILITATERAPID v ft u wo Eo GON9TRUGTION OF TEMPORARY DEVICES WHEN RAIN 15 IMMINQJT __-.__- -- -- -- - -- -- -- ---__-- ----__ D %OF LOT OVERAGE= 24.54% ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF W EACH OR<iNG AY WHEN THE 5-DAY RAIN oxve C PLOT PLAN PRG8ABL7Y FORCCAS exceEDS 4%. <'< € F� PLCOK GIRDERS SHALL �' o HAVE MIN.1/2"SPACE ALL o —_ AROUND WHIN INSERT= INTO GIRDER POCKET bXl4 6X14 CA.:../ FOUND ON FOUNDATION VENT VENT FOUNDATION NOTES: 6X,4 1 &X14 WFoNDaTION - O" FOUNDATIONVENT VENTrn 4 1. COMPLY WITH TABLE 14A-S 6Y ONE OF THE FOLLOWING METHODS: A. TYPE V CEMENT WITH 4500 PSI GONGRETt•MINIMUM WITH MATtRClYMEENT RATION DOWEL(FJ STEM --- ------------- ---- ------- DO" I.Md STEM NOT TO EWr@D 0.45 AND'NO SPECIAL INSPEGTiON REQUIRED" OR WALL TO(N)STEM I WALL TO(N)STEM B. CONTRACTOR TO HAVE LAB TEST FOR SOIL SULPHATES PROR TO GALLING WALL WITH MM.9 - - -Lai WALL WITH MM.S REMOVE ExTERIOR POR POUNDATON INSPECTION AND SHOW SULPHATES ARE NEGLIGIBLE OR DOWELS SIMILAR I W J i DOWE9 SIMILAR sTw_co FROM THIS G. COMPLY-WITH TABLO 19-A-S To DETAIL D4II - - - - - I TO DETAIL 04 PORTION OF WALL REMOVE EXTERIOR STUCCO FROM THIS 2 FOOTING SIZE AS NOTED ON PLAN AND DETAILS PORTION OP YNALL 10 I -- --- - --- r_------1 f---1 b%14 REMOVE FOR RtEMOVE ExTERIOR S. 50IL BEARING PRESSURE: III POP 4- O� I I (E)STEM WALL I I I I FOUNDATION M)CLOSET STUCCO FROM THIS VENT DOOR PORTION OF WALL 4. TYP.ANCHOR BOLTS: S/S"VIA X 10"LONG ANCHOR BOLTS 45"O.G.IMBEDDED 286ti T'INTO CONCRETE L=ATED 1'T/6"FROM EDGE OF SLAB WITH 2 vz'%2 1/2"% 1/4"THICK STEEL PLATE W46i LOCATED WITHIN 12"OF CORNERS,AND ENDS RaMOV 24 STEM (E) FJ a ib"O.G. (E)2XI,FJ®ib"O.G. OF WALL.(MIN 2 AB.PER SECTION OF WALL) AND WITHIN b"OP PLATE SPLICE. ROPER TO FOUNDATION PLAN AND SMEAR WALL SCHEDULE FOR SPACING AT r'LL FOR CRAWL I I 51,t,OG� 6914 RESIZE FOR(N) ^.»+EAR WALLS. I I I I FOUNDATION WNDOY"i REMOVE POR Ra'WE S. CONCRIEM SHALL ATTRAIN A DBSIGN BEARING CAPAI IT'OF 2500 PSI PAR SLABS I I I I I vBVT nN)POOR BATH KII AND FOOTINGS AND SO00 PSI FOR GRADE BEAMS AND COLUMNS. y FRAME aND b THE FLOOR SLAB AND FOUNDATION MAYBE Powem MONOTHIG OR M TWO POURS (E)STEM Y1hLL I E OUSE F �,�TION `� BEDROOM FINISH OPENING WITH A GOLD JOINT BETWEEN. VI S ON IS BAI ON A MONOTHLIG POUR. I I I I I 10 1. HOLIVOMS AND ANCHORS SHALL BE TED IN PLACE PRIOR TO GALLING FOR FOUNDATION INSPECTION. I I I g. HOEDOWNS SHALL BE RCIGHTCNCn JUST PRIOR TO COVERING THE WALL I (E)STEM WALL I I (a)STEM WALL I I bXi4 O 2668 FRAMING. VERIFY(E)011WER V�ATION -... 9. VERIFY EXISTING FOOTINGS TO BE IN GOOD CONDITION. I I REMOVE DOFBL(EJ STEM I DOWEL(U 9TEM I 0 RtMOVE WALL TO lN)STEM WAu-AI M)STEM I WINDOW.FILL WALL WRH MIN.S I ISIMPSON 1`4Jl WITH MM.9 I I I I 1 V AND FINISH FAMILY KITCHEN DCM"✓rJ.s SIMILAR I WP46 =DOYlLS SIMILAR GNRDOR TO DETAIL D2 TO DETAIL D4 I HANGAR ----- PGCIGET ENTRY I REMOVE WALL LEGEN>7 o l I - --- I 2 I I � 3-030a8 3040 - _ = ND")VIA" I I 1 1 0' 1 0" REMOVE REMOVE REMOVE REMOVE U Z D 1O a'- o' z I bxta I 4 - = EXISTING WALL TO REMAIN 6X14 �( FOUNDATION J FOUNDATION Y fll I I a VENT 2 VENT Z M) 0 Z 6"THICK -1 I 1 I 171MOLISH WALL CONCRETE STEM .0 WALL YI/12'X12" I I + I I Q FOOTINGS Q (N)WTHICK j 0 (N)12X12x111 I I d) GIRDER 1 GONCRCIE STEM Q W DEMOLITION PLAN FOOTING �1+ r I I T I I � f"V 12'X17, d q FOOTINGS SCALE:1/4"=1 0" E1 )2X&FJ®W O.G. )2X6 FJ o tb"O.G 2"FJ b 16"O.G. )2%b FJ®16"O.G. ABBREVIATIONS: __ _. _. _ 6X14 I I o CITY 0 OR -OVrGIRDER E VENT ATION K-K ROOF RAFTER FOR FEPo',U is-JANCE I bX14 FOO•KET ' GIRDER I BUI ING DIVISI N F.J. FLOOR JOIST SCOTT FALEKAS&ASSJCIAfE5,INS i I �T ATION - �"'') - POCKET 31 I I r O.J. DECK JO15T 13Y DATE I I I � v I GJ. CLUEING J015T These plans have been reviewed for ac': p. pCRi111I BM BEAM applicable codes and ordinance. Authbriz tlo1, is 1 1 1at I K.P. KING POST hereby granted to Issue a building permit ending 1 3 I Q BPW BALLOON FRAMED WALL approval by sll applicable City agencies. 1 NDR HEADER The Issuance or granting of a p-relt based on I FOUNDATION I �yy/C� FG PIPE COLUMN approval of these plar sh I not be cons rued to I I FOUNDATION 1 1 RPR V G Irl f the a 1 cable 6X14 VENT FL FLU5H BEAM po t or ap ro any t I I 6X1a I O d �,. ( umed to give FOUNDATION n OF. DRCII BEAM -1:1.111y to I v e.: or c:.� -,Is a provisions of such I VENT Var A`TON 6 70JBLE codes shall be valid a GIRDER IL VOL I bxta POGKEr I ry Z ('TYP.) mill BLOCKING FOUNDATION &X14 VENT FOUNDATION O V F.H. FULL HEIGHT f—T 4, O„ � IIt VENT I ITi 1 O F- D.S. DRAG STRUT I 1 U) I I I - 4' O" 1n MSB. MULTI-ST1JD8 BEARING _I ----- _-_-- - 0 S.P.N. SILL PLATS NAILING ry D.T. DOUBLE 2 X TRIMMER 6X/4 Tab TOP AND BOTTOM FOUNDATION b'-5 3/4" 6-4 1/2" b'-1 O" l'-O"1/8" fu E.S. EACH SIDE VENT 28'-b 5/8x O F U.O.N. UNLESS OTHERWISE NOTED O Y PA POST ABOVO GIRDER gpRDEq Y MB. MACHINE BOLTS POr-ICG'f POCKET (N)W THICK (TYP.) 1- (TYP.) Q Y 1'- (N) Ni CONCRETE STEM __________________________________ M) EXISTING WALL W,1214X121 I I (P.P R.J FINISH FLOW (P.6J FINISH GRADE (N)12x15 10 10 FOOTING 4'- O" 4•_ O" n+aous oT/2!/ob 14/1M06 FOUNDATION PLAN 51-ALe:1/4"=i'C. oAroeroe IN MSB. s1aTx O}EVE Q� 1 ELECTRICAL SYMBOLS COVERING N WALL WALL LEGEND EMERGENCY EGRE55 NOTE TEMPERED GLASS NOTE VENT FAN NOTE o e COVERING NOTE _ ALL VNr FANG aHALL BE CONNECTED TO — TEMPERED&LASS SHALL BE ETCHED WV MPG. olnelve Ano Auer is CAFAsLe or(a) Fuui CodoclNs sNAt.t.tae ctenovr WNDOW9 DESIGNATED MTH AN ASTERISK(•) "TEMPERED UB O "AND INSTALLED PER SECTION 2406A( C) AIR cIIANem Fts¢Nana uBG tmee ttO CeLN6 eiarnce nnarv-m FLABTEc,TL.e OR MrROJeo CCIJAL TO T0' SHALL PROVIDE MIN.24"CLEAR H50HT AND MIN./rrALL ain.er•t2-AP.OJC = NFJN WALL FlNISNGD FLaal¢(ARF.1 ¢ n+CArvveeceNT—T AtaP2 DRI.M WIiT Ar eNot'eRb aR TIA 20"CLEAR WIDTH(5.1$O.PT.J AND MAX"'SILL. 0 L/ 110J COLN6 MQMTW MFLG%W LST C� Rrl28aCp Ln L.HT NY TwN sN0,00"MATCRIALS OiM02 THAN L2 1-1 sTeTU a r1tT ee m'Ts TO MosT MEI6HT(CBG510.4) 0 1w wFLGx FLOOR Ovnzr � -----FAn .. _ _ ........ = EXSTNG WALL TO REMAIN RmISTANT(CISC 80r.1.0 AND 2s1� C �C m zG 220VOVr Er 2$'-fo 3/$" ew,.UBT 1-—1 LOW G 11cV owner ororc im = DEMOLISH WALL „I coo ul m-ow-7 D 1 1'-5 3/4" $'-6" $'-6 5/$" UNDERFLOOR C s rn 3 11W—Ax ipmixOR auT `® reNN+'r LISNr /CCU(MUSTof— ILf� C 3 nov curLex4FI avrL1!T cNArmFilea DOOR SCHEDULE 1 5'-9 1 5/1 b" 8'-1 /$" BE WITHIN m' WEATER OP ANY n or valeLelMLex aTLR N M R 5 IPTION T I KN 5 COMMENT PROOF t PL ourrs MAXIMUM FLOW RATE STANDARDS D01 1 R010 GARAGE 4-PANEL GARAGE DO /4 Cd.eAN ® eMolx verecrac 02 2668 6 PANEL 1 5/5 116 (L`c"`x MaNr) CNANtXLER MAX"'ORNIA ENERGY COMMISSION D03 2668 51X PANEL DOOR 6 HARDWARE 1 3/4 = 0 V sMole veTecraa 004 3068 6PANEL 1 3/4 CLOSET cJ roz- /$ (ruu Mamr) WATER GLo9ET9: 1.6 G.P.M. DOS 3065 EXT.4-PANEL 1 3/4 in 2e b. UTILITY 111 SHOWERHEADS: 2.5 G.P.M. 55 eq ft 2G pt �rNONe DOb 3068 EXT.G LIP5ES UGK 1 3/4 _ -- e4 LAUNDRY FwCETB: 23 G.P.M. D01 5068 EXT.ELLIPSE®THREE 1 3/4 A rAnaLE rAN SINK FAr1GET5: 23 G.P.M. DO$ 5068 EXT.HINGED-GLASS 1 3/4 t- t \ "© FOR eATeLUTr rV D09 5068 EXT.HINGED-LOUVERED 1 3/4 5'-1 1/$"� In 212 5068 %CIDER i 5/8 p ® IRE) n -0 t at L D 1 1 8068 SLIDER 1 5/5 - I IS 5q ft rw.L x+amTeo WINDOW 5GHEDUL `g - V'WL¢ID-OLC> urs raeev Tuar�one LACK FORCN LIbNr ATTIC VENTILATION NUMBER SIZE 112155GRIPTION COMMENT% I / m WO 1 2836 51NGLF-HUNG m - I BEDROOM / W02 12640 SINGLE HUNG Al e'e"s TR'''oK`ISNnNs ATTIC AREA = 15TT S.F V 148 5q ft V❑ I ry uTs r°Rv,v,cc ruTr,ry cASLe W03 9546 51NGLE HUNG I' I \ VAULTED GL6 / BATH w uNveR cauNTeR REGIUIRED W04 1846 SINGLE HUNG -�' \ / I 51 sgft o F,-oae T tL.ecTlucAL rAreL TON PERSEC.15 R CABINET SCHEDULE aeceeaev FLORaasccE+- SEC.1505(7:150)= 10.51 S.P. ® NUMBER IM N510N5 DRAW PULL DOOR FULL COMMENTS BATH FJW.FAN TO NiB�OM au-Arm W T PROVIDE THE GO i 1 2X 1 2X30" GAB.PULL • �-t BONDINUTIPE AIR GNAN6t� � �A \ 0 F_oae5cctar FO.LOWIN6: G02 1 8X 4X36" GAB.PULL GAB.PULL - V x�"" Esl M�Mutt` / �� O O T/IEaMOSrAr G05 21X12X30" GAB.PULL '-4 /8' A.SAVE VOdT9(5 1/2'X 14 1/2") C,04 \ \ t eNSLe FOLe erurcN W/CORROSION RESISTANT COS 24X24X30" GAB.PULL cV 5- �C 9o"x1eD"ATTIC ACGE55.FAU C)METAL MESH COVERING=.as \ Aia HALL TON AND HVAG nLO S.P. GOb 24X24X36" EQUIPMEAT TO BE elNaLe rate w OIMMt9t S.F.PER X(20) VENTS= -._ G01 24X24X36" GAB.PULL 64 s DeTeRMINED BY OWNER GOS 24X24X36" GAB.PULL GAB.PULL m AND CONTRACTOR.SCE z EAR TNRr21WY W°TCN TOTAL.VENTILATION: tiDo S.F. MASTER BATH ' a VENTILATION: G09 3 bX 1 2X 1 1" GAB.PULL 2 jn ____ NOTE 78(6EnERhL NOTES) t Z sM¢BASe DlflFOSAl sWTCN G 1 O 3 bX24X36" GAB.PULL 2 108 sq It -/ I I I', I � 0 tn' TM�eWT-'+r Dbl&N�Tm BY. Q G 1 1 56X3 bX3 b" GAB.PULL GAB.PULL `AULTm� I 0 V 4'-1 VO rcATr.ex rtaavF evurcN FIXTURE 5 H£D r � - NUMB R. IM I NS D R P N GOMMENT5 ry O T \ 5 I/4., J 141 Sq ft I ry A01 26X26 1/2X61" WATER HEATER A02 2&X21X42" WASHER(S KNOB5 ry CLOSET t0� CLOSET :p vhuLTED GL& H71 ELEGTRIGAL NOTES: AA00a 29)1�2X21 3/4X48" GA5 RANGE 5TANDARD r ry T sq ft x 41 6q ft� 13I A05 BOX 1 9 1/SX38 1/2" FREE STANDING 51NK 2 5/ "( N _ / a ❑V A06 24X22X30 1/2" D15WA5HER BASIC SECURITY-ORDINANCE REOUIREMENTB AO1 OX20 1/2X12 5/16 OVAL SINK1.20Y414oee I ® .wr..�ra�■. 1.sATNaooM aecer-ACLes s14 se sv2-1 t3+- A08 3 1 1/8X9 3/4X29 1/2" DECORATIVE \ b cmK✓.T19 so A.nF.uaculTs.to cc.eF2 2^.0-,1 c(s1 \ N 'Ly 2.ALL 1-sa,1 uaalTe—I eurrLr lee VOLr A09 96X32X66" 91 E-BY-BIDE ICE smeLe rrvAse,le r++v w AHF4CRe aecrrrActe A 10 2 9 1/8X 1 9 3/1 bX2 3 1/2"OFFSET SINK 2 9 1/8 W ourLrra M TA M emaocMa eNALL ee EMP.GLA55 ENGL05URE T m M A t 1 54X32X84" LEFT TUB-SHOWER I °•=s FRorecTm er an re°c+AULr oacurr I 1. SLIDING GLA89 DOORS AND WINDOWS LOCATED LESS THAN 16 FEET ABOVE ANY A t 2 bOX32X 1 5" STANDARD TUB bOW SURFACE AVAILABLE I-OR USE BY THE PUBLIC,SHALL BE CAPABLE OF BENS LOCK® NTtaaRurreR(e). rvL.C.eec.2,o-t2(°) N a 6'-3 1/2" /�gt t KITCHEN I(1 s. ibNrMb MALL ee rea rve.c.,vv Tie A 1 3 30X26 1/8X30" TOILET 1(i V ^��211 69 ft / ❑V N SECURELY.MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE aRAME. GLIrC1ervIA erarss�cove AUD,ue eue.ecT ro A 14 8XbX8" DRYER VENT 4'LINE W/BAGKDRAFT DAMPER rleLn Irerecnory Arvv.rrawAL sr n.e reLv 't // / VALTED CLG. Z 2. ALL MAIN OFR FRONT ENTRY DOORS TO DWELLINGS SHALL BE ARRANGED 60 THAT NerecrcR. THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATE-Y OUTSIDE WITHOUT CPENN6 THE DOOR.A CO R VIBNER,A VIVA PORT,WINDOW,OR OTHER OPENING MAY PROVIDE �p CIF I MASTER BDRM � \ n \ �+ gUCAH VIBN. - � -STAIR NOTE 4'-2 1 ' ry V�L��L6 s. EXTERIOR WOODEN DOORS SHALL BE OF SOLID GORE GOHSTRUGTION OR SHALL BE ABBREVIATIONS: - g COVERED ON THE OUTSIDE FACE WITH 16 SUAGE SHEET METAL ATTACAMP WITH SGRCWS Tim t -� STAIRS SHALL BE CONSTRUCTED PER 9E4.10D9.89. �/ I // I tCL AT b INCH ON CENTERS AROUND THE PERIMETM. - RISE:NOT TO EX m17 S"MAXMUM R.R. ROOF RAFTER RUN:SHALL NOT BE LESS THAN 4' A. ALL SMN&IN&DOORS SHALL BC EQUIPPED WTH A DEAD BOLT WITH A MINIMUM THROW F.J. LOOIR JOIST I OF 1 INCH AND AN CMBEDDMENT OF NOT LESS THAN a/&INCH. PER SECTION 1005.9.9.E(CBG).SEE STRUCTURAL I G' O DJ. DECK JOIST PLAN FOR CONSTRUCTION DETAILS 1 ;, 1- S. THE INACTNE LEAP OF A PAIR OF DOORS AND THE UPPER LEAP OF DUTCH DOORS G.J. CELN6 JOIST \ `/I c n' SHALL BE EQUIPPED WTH A DEAD BOLT BM BEAM 4 '( I Y i m U I `�G D 1/`J 1• K.P. KING POST 6. NON ReMOVASLe PINS SHALL BE USED IN PIN TYPE HINGES THAT ARE AC_m6fSLE BRN BALLOON FRAMED WALL M 0 / 1 ` FROM THE OUTSIDE WNEd DOOR IS CLOSED. — - -- - \ NDR HEADER - -------------�_ _ V - in 1. UNFRAMED GLA85 DOORS SMALL BE OP PULLY TEMPERED GLA25 NOT LgS THAN PG PIPE COLUMN [� �y�/, 1/2 INCH THICK. // \ N \ -9X L_ M II FL. PLUSH BEAM �G I � 8. NARROW-FRAMED GLASS DOORS SMALL BE OF FULLY TEMPERED SLAW NOT LESS, /✓ L�zTGNEY✓ /JN r� �E / ZIP- vROPPev Bees 11F13'-10 5/1 b" THAN 1/4 INCH THICK. VOL DOUBLE T3 p>ry,20a/Ars,SH�sf TSS ��Ayo�sC�v� gg / � \ y. pies - ELK'G BLOCKING _ P = P'ROVOE FLUORESCENT � � 9. ANY GLASS THAT IS LOCATED WITHIN 40 INGMES OF THE LOCKING DCVIGE ON A F.H. FULL-ICIGMT L//f-Jr�7/may- O�. L/U L4 err ` oTL \ V FAMILY LI&MTN&TO OBTAN 40 I DOOR SHALL BE FULLY TEMPERED,OR HAVE APPROVED METAL BARS,SGRmN5 OR D 9. DRAG STRUT - 288 s9 ft LUMIWIIN+.TTS OR I V Q 6RILL3 G = GREATER IN KITC,HI9N AND = 5 F.N. MULTILATE BEARING Arm gf/TL�jd. 1 V/.ULTm GL6 DINING I Ip Q 11111 BATHIRc�Ms 5 P.N SILL PLATE HALING \ 152 5 ft I-I LL 10.SOLID WOODEN NATCHwAYB LESS THAN 1-9/4 INGHH THICK SHALL BE COVERED r `t \ 9 / D T- DOUBLE 2 X TRIMMER pp 6 OV THE INSIDE WITH 16&UAbE 9MEET METAL ATTACHED WI-H SGREYV9 AT 6 INCH ON g1 •P � � ENTRY VAULTED GL6 I � Z CENTeRS AROUND THE PERIMETER AND SHALL BE 5EGLRED FROM THE INSIDE WITH A Tab TOP AND BOTTOM I [[ f V � I O F SLIDE BAR,SLIDE BOLTS,AND/OR PADLOCK WITH HARDENED STEEL SHA.KLE.ALL E.6. EACH SIDE \ / 50°+q ft I \ Z V OTHER OPENINGS LARGER THAN 9b-INCHES WITH A DIMENSION IN EXCESS OF 5 INCHES U.O.N. UNLESS OTHCRY09 NOTED m _ ` VAJLT197"0 I m 0 SHALL �- BE SECURED BY METAL BARS,SCREENS,OR GRILLS.(EXCEPTION:NON PA. POST ABOVE ( YLITES) MD. MACHINE BOLTS N) NEW PROOF / Q N U 6 s V ourLer �o Q j 4 Z m (G EXISTING OPERABLE SK P ( ,.D M.P.) FINISH FLOOR FOR F FI 1 1 "DANCE (F.&J FINSHH GRADE SCO'(I FN[ n z:H ...i l -S INC. T Mr Q V W BY DATE _ `"`u r F w W t- FAU NOTES These plans have be er+ed f r adh ence to the -O 3/ < t Y applicable ble codes and ordinance. Authorization Is -8'-1 1/16" 4'-6 1/16" 2'-8" 8'-t" l'-l" 2'-$" Q t- T- hereby granted to iesue a building permit pending DECK ry 1.PAV IN ATTIC SHALL HAVE MIN.30"X30"ATTIC ACCESS SMOKE DETECTOR NOTE approval by all applicable City agencies. OPENINIS W/30"HEADROOM. The Issuance or granting of a permit based on ----------- ----------- - �I SMOKE DETECTORS SHALL SOUND AN approval of these F ,:sh '.I not be construed to .I AUDIBLE ALARM N ALL BLEEPING AREAS perm t or ap ov a � o of the applicable 2.SHALL HAVE A CONTINOUS 24"WIDE SOLID AGCE55 OF THE DWELLN6 UNIT IN WHICH THEY A" codes or o ,- codes n F -, p u ed to give __ PATH THERETO. LOCATED.IN N)CONSTRUCTION,SMOKE authority to mola;e or c. r Ir:e prove s Ions of such 8-9 15/1 b $'-q 1/8" °0XB mnsios DET S:_701 9 SMALL RECEIVE THEIR POWER codes shall be valid. 91-1 O" 19'-1 13/16" isnuas S.SHALL HAVE 50"DEEP WORKING PLATFORM AT FROM THE BUILDING WIRING AND SHALL CONTROL%IDE(S). BE SCUIPPED W/A BATTERY BACK UP AND LOW BATTERY SI&NAL.SMOKE 4.SHALL HAVE ELECTRIC OUTLET AND FIXTURE DETECTORS N(E)CONSTRUCTION MAY BE oNros/� (CONTROLLED BY SWITCH AT THE AG1-E55 POINT)AT THE BATTERY PO'7BRED. FURNACE. FLOOR PLAN Mob SCALE 1/4"=1'0" 5,PROVIDE A 129 VOLT 15 OR 20 AMP REGEFMCLE TUB/3HOWER CONTROL VALVE NOTE OUTLET Flom SERVICE. IN anew CONTROL VALVe POR SHOWCR/TI.E-SHOWER .�rfrx PAU OHALL BE MAX 20'-0"FROM ATTIC A ,caw SHALL Be OF THE PRESSURE ALV BALANCE OR 6. THERM05TATG MIXING VALVE TYPE COMPOSITION 5HIN5LE ROOF 'L/7 (CERTAINTEW HEMRTHSTCAD -1=0 ER-542F)NSTALLFD a FER MANIM.INSTRUCTICN5 4 M)PATIOMM O -_ r c 4 44 C-J70 tl P.G. F.G. (N)cow-REM STEPS To (N)STUCCO Mile) EMEND MIN.56"AWAY FROM-COOK AND 12"ON ROOF AND MAX ELo0 NORTH ELEVATION (CCIRTAINTEW H12,4AT451TAP DOOR.MAX 8"RISE AND SCALE:1/4"=1-0" -IC50 M-3429)INSTALLED MIN.�r'RUN PM MANI/F.IN51RUGTION5 S r _ O - U 4Xb POSTS WRAPPED WITM Q FINISH DETAIL LUMBM.VERIFYMATERIAL CHOICE AND FINISH W OMMij C) O (N)WINDOW (N)1NINDOW3 N)WNDOWD F.G. P.G. (N)CONCRETE STEPS TO EAST ELEVATION (N)CONCRETE STEPS TO EXTEND MIN.56"AWAY FROM EXTEND MIN.56"AWAY FROM M)5TUccO(TYP) SCALE:1/4"=1'-O M)STUCCO(T1T) DOOR AND 12'ON EACH SIDE DOOR AND 12'ON EACH SIDE OP DOOR AND MAX ill BELOW of DOOR AND MAX 1"BELOW DOOR.MAX.W RISE AND MIN. DOOR.MAX 8"RISE/.ND MIN. F 4'RIM 4'RUV W J W COMPOSITION SHINGLE ROOF (CMTAN'EED 14EARTH57EAD -IC60 M-3429)IN5TALLED Y PER MANUF.INSTRLe--loss 1Z (N)STUCCO INSTALLED 4 PER MANUF.INSTRUCTIONS Apprrnr=0 ZQ - _ - FOR RERT U l8z-,JANCE J --_-. xx SCOTT FAZEKAS&ASSOCIATES,INC. CL T_ -- — _ LAKE i -_-- By DATE — "`./ _ Lr1f\� EL �� These plans have be n Ie. ed for adherence o applicable codes d unance. Authorization Is [� `` !^1N hereby granted t ,Ilding permit pending .B �Lr JI VI, approval by all applcal�le C.ty ag:;rG es. ® ® ® Ehn rs1r n e or g t pf a Permit based or o 1 pproval anfcthesenot f t construed to (�) 5 perrr•.i c _cue ^tlpn of the applicable f;C rndes p nce. nit presumed to give I� L� �I-t 7T aoli�nrdy to v,cla:e o.c., sl'tn.provislome of such ..h�.cl,all be laiid. (N)WINDGWs M)WNDOW9UVED COMP0517I0N SNMbLE ROOF P.G. P.G. (ICBO CR:4)I STALLED PER MMIUF.INSTRUCTIONS 4X6 POSTS WRAPPED WTH (N)CONCRETE STEPS TO O U1 FINISH DETAIL LUMBER.VERIFY SOUTH ELEVATION EMEND MIN.$6"AMAY FROM LL W [V MATERIAL CHOICE AND FINISH DOOR AND 12'ON EACH SIDE W/OWNI R 5CALE:1/4"=V-0" OF DOOR AND MAX 1"S WELO DOOR.MAX 8"RISE AND MIN.4' RUN z NW J (E)PATIO '-., � , r Q > Q z tll W VtJlry 0 VWtn ® ® ® 0 R r awe 4X6 POSTS VAFPW WTH FINISH Q I r J r DETAIL LUMBER.VERIFY MATERIAL CHOICE AND FINISH W/O"M (N)WNDOW (N)WINDOW �eOX3 mi2sios F.G. F.G. mluoe M)CONCRETE 51EP5 TO (N)5T-w(TYP) QQ (W STUCCO(TYP) (N)CONCRETE STEPS To EXTEND MIN.56"AF(AY JELEVATION EXTEND MIN.56"AWAY FROM DOOR AND 12'ON 50ALE:1/4"=1-0 FROM 1700M AND 12'ON 04�06�06 EACH 502 OF DOOR EACH SIDE OF DOOR AND AND MAX 1"BELOW MAX i"5EL0V1 DOOR.MAX. DOOR. X MA s"RISE AND 8"RISE AND MN.Y'RUN MIN.4'RM oD-EVE D1 RIDGE POST NOTE 1/2•oaB ROOF SHEATHING NAILED 6"O.G.®EDGER AND 13" =4I R®br FOST a 91MPSON EGG412. CJ7 O.G.IN PIED W/ad 4Xt4 4•DGE B ® RIDGE POSTS IN NALLWAY TO MEET �J•R' 1j RDGE DIRlcLTLY UNDERNEATH AND ~— i e o PLhGFD AGhINST WALL Z ^ u-a RADIANT BARRIER �� / RR 16"O.G. O.0 296 W e 16"O.G. OR FIBERGLASS / r— INSULATION _ \_ 2-294 TOP PLATES I C r .n 2X FACIA TO MATCH(E) s CEt 1 2X4 BLOGrdNG JOIST/RAFTER NOTE i @�A �4 I Hy �O I ''� ��,� C J7 a p rn Bcj +p K TG�EN �2X4 9TJD 6 16"O.G. v� v < �.p i!' �S ��' p p �< < BEDROOM _R-1S PIBIRGLhaS �---� 'RR 'EQ O m k INSULATION a� 10 I 10 —�2X4 PLATE 4' 4' 2x6 FJ 0 16"O.G. �� 4X4 HDR 4X6 HDR k< 4X4 PO-.- FLOOR SHEATHING I—I n,�l r 11L�I�.I 8 4X8 HDR X12 HD R O R �++rarm w1r�,rw,~ o �p„ ,�„�,� f1 GoncREre STEM �4 ,� �4' ' TNGS ; IVA SECTION AA \4X6 G RDEit R-19 FIBERGLASS FOO k u SCALE 1/4"a 1'.O" INSULATION W ILI x a X^ X Q 4)(4 MDR Q 2x6 RR®16'O 1- @r X12 Ht7R R-50 FIBIRG-A55 INSULATION v x I Z 2-2Xa TO-PATES 'tjA 'A O ,� �� O 2X4 STUDS G.0 16"O. D 1 R-15 PIBIR&LASS INSULATION (E�PATIO RR `' 10 ❑ ❑ � 4X6 POST LOSET ❑❑ BEDROOM MASTER BATH G� ED OSET a MASTER BROOM < n I I FAMILY ROOM •y� -- R --- d CE)PATIO LJ f1�� O 10 A < �� ' l9 <dt � IL � � O 44-- C` nn CONCRETE STEM p( , 5 d r to; e L J V F 2X6 FJ 0 161•O.G./ / H R-,9 PtBERGLABa FOOTINGGSS 4x,2 BEAM 8�f,� I ° ry ley ; �;u �, 1,► G D i V i S N SECTION $$ INSULATION 4X4 POST FLOOR SHEATHING �Qry ..y.. SCALE:1/4•'=1.O•' 10 U- d4� '._•:r-,v:. 4X6 BIRDER 0 k 1 4'b kT <�pT< 4 r �i\•r V' r • " ko)VE 1 Q 2X6 RR®16"O.G. 2%6 RR ar16"O. SHEAR AALL 5GHEDULE(199'1 U.M.G.)JAI REDUCED ] FRAMING NOTES: ABSKEV IATIONS: 4' O� ww:rtY YwLL-- INOrOR BOLT tp O%MP. YMLy t ra rLMe aru!!--- I'. .0«CMerta NOT xe01nGALLY%o2G Jill 2X 5LATa q (pel PLw1i ° ro VC AD.•n'O.G.TO roMN T ry d NJ USMMGAeL La eW4A%L MMIN.M WR«1r rMAM OMS rQrHT N.r ate R.R. ROOF ItAPTER2, wlG MOY T Y u,%°` ` e«reo%Aes•ie oc. aNrzl+ernoNs Te•eaves t RM.rIW M R D.r..2 NG.%J P.J. FLOOR JOIST u sw�..Psuen eic sa coc0i.�Toar rc`re •,r r«oa.a.U•.AneovAuN.O.NJ ��a- rraAoa.vuote LO raNeemu iSoanaa.r umna w.L F v^ 'LO .v I MQoc.to DJ DCK JOIST LL G.JN CEILING JOIST ry a. rce„Ioe a,en PLAIe Tee n•.A Au a.a.No wawa rewoosa SMALL m r ruin " g ' Spl Z io tw ry ae• Aelaaea Tor w+vioa eorteNe� t.. «Avz earoLe,aemeae eA aloe or BM BEAM m%c.as txiwa arw °a.oc- INtenwntia ae r�r wxe Ne.«J e.er�.���v oa rw. ` •.ac.ro wow oy%ea rwis.r a o.c. aY rn.wNe HeNava. te. Au eOwLe i ne,rLe r�eaa mn ,f Z WK.PP. KING POST BW BALLOON FRAMED WALL W Y xwaNs o«rp PLATE ro«Avt HDR HEADER N I Y N W •. rROVp7r.POST Y%L19a ALL rwn nonLC/TeTLe mu0e OaearLY nec,•t waove.rr.Al u«oea. PG PIPE COLUMN n ose wsa.oeTe H�. neereaY:va aNPao%wx•tr oe. W � ec.rN. •s oc.ro noeo oa tw rwu wr r oc. r. ALL%Auer•a«Au ee Poc soot t twoo eer.+a.-,wo r mne awcu ee I.L. FLllaH BEAM T � Q > d z in NAaras ac«caLe ` er.•i o%aer.vc Next -ry-f `t ter.eee t eew+a eeweN•an ramp ro«A•2 aG•, DP. DROPPED BEAM ( .a Q P W V W N 1O d J nr�am PLYr+000 wr Aa.•tre. ALL waanaucr,w a%ALL rc o%'cc"roer ce%«eercaa.eeAH ro DBL DOABLE •v a30 e¢XOYv e0•Y Oa.CN. ce%c.as Mw%aN[Y;6/Y' arwaON._-•n'Oc. co%ro,w TO Itr UDe. POST Ne.N)o,a DlTM4tD OT«eRw,ae aH 4' ?7 O Q F V W N •e•oe.ro wow oa tea n,Au.e Ar r ec rLA%. BLK'b BLOCKINb 4X6 HIM 4X12 HDllt 4X6 HICK F d `r 4 O 6- Y r Ton a,u rLA,e nAw%s Ar arena ra. reovoe irs re•u•ec.Luar F.N. FULL HEGHT ' •�- uo�orn wwieL�uwn r•exe ce,LNs naAua ro ar,Preea. to aeo PLavwc«. . oc.ro wow AT ® nn�i+ noraar c0arr.N IL ro w+eisa wm+fai iM Ma6. M�-5TUDa BEARING ( u Q 1' t- v oc.rrr. z yr oc. %wu at S _ aEE DETAIL 9 mTA�O S.R.N. GILL PLATE NAILING -`/^D SHEET D1 aeaNs a%raP ru*e r« + ^LL'e^cr°a«orN OI+PLA«a wee a«orw r�;i i-';..ili l::,;DANCE sea v..n•e oc ° u a,uva o%roan ���Uom Ar r:o+m a Au Pe,«r D.T. DOU^7t•2 X TRIMMER x w SCUT7-FAZEKAS&ASSOCIATES,INC. .ve Owe w ,as CeAanw:w.0 K saes or en o.c.eA eoe tver r uTt-re%PUN- oa aH_.n T✓18 TOP AND BOTTOM � DATE r aew+ro PV.le r✓rss e.. EACH RR is "O These i aloe Ne.%J ao w rwnaArbN PVN ro,a rLAcdo+r p.N P59S SIDE NO1W RR 16"O These pans have beer,ie- ;,:d for atlherence to the ' HUL,+rLaaa uo,an rs>e«AL,L ee ,m°n`rL"aa•.eNra o%ur rL°o'a applicable codes anU ord�n:�nce. Authorization Is mrnroe w Soo oc.e.N aicwe�ae wnea TO— AT rn�e[%/s.ee ry 1"•cr oc. PA. POST ABOt/E 4X12 B X1 av,eo • ee rH°Ls o ws rsac.ro ruao 2'On:o�.'r^'s arrs,sanev a"r,eoNeueose. cj• hereby granted to issue a b, do approva ee+rao«A»•r ro.e.«J ��.A�irr v.mnw+a.wHor ecALe Pea (MB. M INE BOLTB < <�,� t�L__ < __ 4r aoproval bof Ithe,e"cp G y 8 Permit pending p �I a et. tvuroa yr An.•a oc.ro a,cucnaAL rLwn. ox twe a mw n`s use�rNo<mricau oc.e.eme (PJ exiSTINb � O The Issuance 5 y t a'M �p permit based on PINISH FLOOR �� T < < < T perm t o appove 'I not be construed to kM �` k \�• k odes or a a y Ion of the applicable ew•Aa•a•oc.m (F.b.) FINISH GRADE 7` 4�' B aumoiry to v�c.Ic;te c p ovlsions of such ,It presumed to give eMra�«`e rwu` ^odes shall bo val c,f cel the° •a m.ra woa. c. UCONLsa:o rociroen oc.os t k c`� 5 r c.,. 7? .rN. Y.'An er O.G eeT•a«Aae•r \e< Or< O Ztxo =orax`o oc.eA eme T p 4 oe eve ROOF FRAMING PLAN 51—ALE:1/4"=1'-O" VERIFY VERI�.I.p,OD VERIFY SINK/ � o_ '—r', VERIFY CABINET MANUF.AND FAUCET MAUF. MATERIAL AND RNRI6ERATOR MODEL IN/ AND MODEL W/ U FINISH W/0W1`m SIZE W/OWNER OYNM OWNlR 0 --�DOOR Ln � � VERIFY GARNET CE2 MATERIAL AND `--F-� m FINISH W/OWNER VERIFY SINK/ _ r• FAUCET MAUF. VCIRIFY COUNTER S TOP MATERIAL vcR!Fr oveN/ WIN OMNEIR AND �W/ WIN W DOORWAY % WOKTOP AND FINISH W/ VERIFY COUNTER OVAIER MANUP.AND TOP MATMIAL L173 MODP1 V ASO FINISH W/ VERIFY GARNET pypyER .... OWNQ MATERIAL AND FINISH W/OWN1"N ER 4td VORIPY FLOORN6 — M VERIFY MhTRIAL AND .. ......... 0016H WASFIEn FLOORING FINISH FV OWNER MANUF.AND FLOCRIIN aND MODEL W/OWNER FINISH W/OWNER —k 71 KITCHEN NORTH ELEVATION KITCHEN EAST ELEVATION KITCHEN SOUTH ELEVATION KITCHEN WEST ELEVATION SCALE:S/S"v 1'O" SCALE:S/S"v T O" xhLE:5/e"=1'O" SCALE:S/S"=1'O' 0 F— U Q iY VERIFY MIRROR Z SIZE AND STYLE VERIFY TOILET VERIFY GhBNCT Q IV�.NER MANUF.AND TOP MATERIAL U MODEL W/CiNER - AND FINISH IN/ VERIFY SINK/ OWNER FAUCET MANUF. VERIFY SINK/ AND MODEL MV FI.UGET MANUF. OYd•!GI¢ AND MODEL W/ co VERIFY GARNET VERIFY TUB VERIFY TU6 OWNER TOP MATERIAL FIMURES MANUF. FI%,MBEs MANUF Q DOORWAY CLOS DOOR AND MODEL YN/ AND FINISH vv/ orN� AND MODEL YR/ OWNER Oman VERIFY GFBNET — "- VERIFY T D MANUF. MATERIAL AND VERIFY TUB MANUF. VMIFY TUS M~. AND MODEL YN/ VERIFY FLOORING FINISH W/OWNER B AND MODEL YY/ AND MODEL YN/ OYNl MATERIAL AND oYa+tR OMPRR FINISH W/OMMI, MA57ER BATH NORTH ELEVATION MA5TER BATH EAST ELEVATION BATH a/e^_1 ELEVATION MASTER BATH WEST ELEVATION (,1 W SCALE--.9/H"=1'O" 1U SCALE a/e'-I o. xALE:a/S"•t'o^ MASTER BATH SOUTH _ 'O^ H U W a z t FOR PERlutli ISSUANCE ., SCOTT FAZEKAS&ASSOCIATES,INC. `I BY _._..DATE _ Lv L1i OW These plans have been revie:,ed for adherence to the , applicable codes and ordinance. Authorization is hereby granted to'Issue a building permit pending approval by all applicable City agencies. +r^^1 The Issuance or g1a.nYcp of a permit based on approval of these plena r .11 not be construed to permit or approve anq v t'on of the applicable ._ codes or ordinance to give I a utherlty to violate o1 r , I.:��'Ie,o a 01 such ! `•' OVE' -- Cocks ellal be vl',Ilrl I ��\„/II II p q� U. o Z �JJ R - ® mm ae mtD oIF J 'III I m VI ciz=a oa con: e4rorroa 1 MASTM IWATH PERSPECTIVE 1 Mb.e. KITCHEN FER51FECTNE 7 KITCh1EN PER9PEGTIVE 1 oa-eve AS c-J7:) n 2 V-1 1 3/1 b" e���gry G 1 4.0..' . e o•r 7"X77 3 4 1 1/1 „ roonNG � �� 10'-10 1/16" o< --. axt7 BEAM 20-0'•-— _ / _ _ _ 4X4 HDR 10 . -------_------ _ ----. I I I I I \ 11U II I GARM6E 2x5 GJ a 19,"O.G. C-rD C 2xb RR 0 161,O.G. I I 2X SLATS I I N III X1 4 11 2 OSLJaEBR 2 AN -PIL I I \_m V OVER MLO15aRRIER n I GARAGE FOILI I I O I FOUNDATION NOTES FOR � 449 ft SPACING ANCHOR B [.J- OLT -�' (TYP.OF NEW r— ----------------- I 1 I I I CONGTRUCTION) I I I I I I I I 4x16 MDR 4X126PJ.M ----------------- I I 12'X12"x15 � Q PAD FOUNDATION PLAN ="Wyl -_ \ Z FLOOR PLAN ROOF FR4MING PLAN O SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" V 1/2'OGB ROOF SMBATNMG 1/Y'OW ROOF 54L.4TH'NG 3X6 RR®16"O.G. NAILED b"O.G.a PJ76E5 AND 13" 7X0 RIDGE NAILED b"O.G.0 mGm AND 17" 7% O.G.IN FIELD A,ad B RIDGE --_ O.G.IN FIELD YV bd 7X5 GJ•ib"O.G. 7X FACIA 2X6 RR 0 16"O.G. -7X4 TOP PLATES JOIST/RAFTER NOTE 2XS CJ a 16"O.G. 7X FFG.VI RR 7-77[4 TOP PLFTGS _.- 7X4 5TLT?7 a 16'O.G. X4 eTwe O 10"O.G. 7X4 DLCGKING -GJ 7X4 BLOCKING A=%'T IS'' Z 6'ARAI bARAbC FOR KR4.'!T ISSUANCE \ SCUTT PAZEKAS&ASSOCIATES,INC. a BAY aJ 294 RI PLATE 7X4 PTDP PLATE d BY _ DATE U-1 Y OF A These plans have been reviaweU for atlherence to the CONCRETE POOTM60 applicable codes and ordinance. Authorization Is t CCMCRETE FOOTIN65 AND SLAB hereby granted to Issue a building permit pending _ �u..,i _ AND SLAB -1 ii"`I�� w- --r-7, ---'Li-l-=- �III = approval by all applicable Gly agencies. _ it `�1 Q -= o-- _iL c I III 1 The Issuance or gran nq of a permit based on T - 1 approval of these plans shall not be construed to r ( T r lfr SEGTIGN BB r I I"I �.. -�' permit or approve any v a Yon of the epDlicable _xMIT SECTION AA codes y ordinance. m t pr-itmetl to give alnl.nrlty to vice too �- a Iha provislona of such "KALE':1/4"a1'-O" tt dea=hall he valid SCALE:1/4"=1'-0" gHEAR WALL WHGDULC(7d'I'M U.B.G.)W/25%REDUGGLD FRAMING NOTES: ABBREVIATIONS: FOUNDATION NOTES: F Mw�iX cr�ArnY rui.L ewe+nlMe ,.Mr�'L•aa eo�iT r.�cMe re�tu,o nw (PR) (1 1, ruI ILArt r.,LL-LAP raI :,. ^u XaAvewe Mor sPeaPr.ALLr Mo10D COMPLY WITH TABLE 1P-A-5 BY ONE OF TFIE FOLLOFUNG METHODS: 1� ILAre as°wM.rvrM nm IN eMw.L R+x nnM.w.rM*le velrw M 1' 61 _ a Mp r/e'•TKCO PAX IAPef Na Aa,•tt OL.TO NAIL,"N oMJ MLMY aQIK 1C TN MAN M.@�[4%a R.R. ROOF RAFTER AL TYPE V CEMENT WITH 4300 feel CONCRETE MINIMUM WITH yVA.TT92LLXMENT RATION LL ry aAvrav 4rM w/1••A. oX MANMY;IN a. ALy NXypryRAL MwtDllMe TO K erww•r oL.rd •tr o.mTrooa O1°'m Mwu.a o.c. wMJ P.J. FLOOR JOIST NOT TO ExCLaD 0.40 AND'NO 6PEGIAL.MSPEGTION REQUIRED" OR Z wm sorrow AMv a.X wm rowlevM nPaMa re•aevew v Au naen»u ro Fallv.P.a N...)M.rra�Lao.,moaT wArAL vvumr AccePtm rGa.v. ALL.vela ro x v.P.•t D.J. DECK J010T B. CONTRACTOR TO HAVE LAB TEST FOR 601E SULPHATES PRIOR TO GALLING O F LING/ AND Rri.LA.AlneeVALa N O.N) jWWWu 1a. rXovv[vaaLe�e»r uMoaa Au G.J. CEILING JOIST FOR FOJIdDATICM MSPECTION AND SHOW SULPHATES ARE NWLIGIBLE OR to IN aro•erR.c PLr,w N••. Ne Aa.•er oL,ro a. Iaeve>e armL Pule raa n•aF l PARALa.eL IAarnloMa. BM BEAM G. COMPLY WITH TABLE 1"I Z OL.e.N..IT aL.IX. GOIK,oFMAaONar!1N sMI0011 Aaa•aa'OL. MM.1 1/7'X a4')pe aMIaON lTaa .. 4XD Ala)LJAeOa McN>B[D ewALL O srM•r oL.ro wood NXAus Arr oL. vacP4s.r»e+—G.a-w K.P. KING POST Acraoao rw AMvioX eor'roM MGxw NCMJ ON PLAN AND 7' FOOTMb SI DPW BALLOON FRAMED WALL It" AS,NOTEDON DLfNLO Q Iura reaPa saewwuPr>m oX cur er waw+Me wewaac le. Au vauaLs i nailLe PLOOIa aoeTe It"HDR HE4DQ _ Z lNer w,c-c nYmeov Na Aa.•ar oL.ro xwaMs oM TOI Iu1e ro MAVC S. Sol. PRESSURE: 1000 P5F ¢ u 4 n aN eLw w N•roc.a.M.r cow.oX wwNwaY;N»• eeweoM Aw•lr oc. vcNeLe i naPLe Hove vnaccnr in PG PIPE COLUMN 2 W V J1 n tr o.e.P.M. LAM•a oL.ro rnoe wa 1N MAea ATr OL. a PlaWm[roeT v+a*ALL roela uMoae FLUDH BEAM 4. TT.ANCHOR BOLTS: 5/6"VIA.X 10"LONG ANCHOR BOLTS 48"O.G.IMBEDDED O W W Paow Aaova.[..^.1 FL. _ e. Au WNLeI•awru ae PeX soot le WOOD xAwe a•Arm rrclX aMwl ee 7'INTO CONCRETE.LOCATED 1 T/5"FROM EDriE OF SLAM.WITH 2 1/2'X 7 1/7"X 4 Ne•.a.•»'oc.ro La L. as MwLw scMevuLe ".•:oX ee1•reX No.MJ DP. DROPPED BEAM 1/4"THICK 6Tel PLATE WA&HDM LOCATED WITHIN iT OF CORNERS.AND ENDS O ~ Q W r- INeT arX PLYw000 COlK.OX wAapl lr;NI•• eMroa+Aae•1T OL. LMCr, 1 eGMa all oM PODTe ro M^.s m'. DBL DOUBLE 6 Y •1a am eucv w N•roc.e.M. oa IN MMLD ATr oL. OF WAJ.L.(MIN 7 A.D.PER SECTION OF WALL) AND WITHM b"OF PLATE SPLICE. .lr oL.PM. W•r oL.ro WOOD r •Ic',aR•cL Iwr cormecroRe,xAw ro Y • ALL a T1ON a"�'L'L Iom N.O.M)oX xTAnm orwewnx oM DLK'G BLOCKING REFER TO-POIMDATON PLAN AND SHEAR WALL SCHEDULE POR SPACING AT Q r- r Na u,•lT oL.ro r. XereX ro ete^X vwAu acraouLe Pu". F.N. PULL H rVI 51MEAR WALLS. tNar and RYInWO N+IsoX Aa••�: » eeo aura w IN•r aL.eM. oR w.aawY;Nlr oL.oX tN MAxa Ar POR eeL Lure MAIu+e Ar eMawe 1s rPovtx 1X•Tee•a••o.L..wDr D.O. DRAG STRUT A CCIR. �—MOTPMN.LC IL SHALL ATTRAIN A VISIONBEARMG GAPAGITI'OF 7600 PSI FOR SLABS tr OL.I.M, LAM•M'O.L.TO weea aVa OL. IAMaLO' —aL To a^�PLiewi.a. MOB. MULTI-6I DNdi 6� AND FOOTINGS AND• •PSI FOR GRADE BEAMS AND GOLUMN6. e. MOTPY d•Mma er,aecOlsD r LlXTAM Alm WAIL TO RAIlalaa N'M n)IN ca+ortxXu AXe Mor"Mora ae Mnea O.P.N. SILL PLATE NAILING •la er+e MAerir.•a Nr Aa.•e•oL. sMwsoM wR•r . D.T. DOUBLE 7 X TRIMMER S, THE FLOOR SLAB TdDE FOUNDATION MAY a POl1ON MONOT L OR IN R. POURS eao oc.G.eve l•. ALL aeA+ra aMaeL a+n,wa was eMowM eves or en . a x xAwe aewaM•aM roP Pure rw ro x ILAGm Ar caMreX a Au Pomm WI IN IGN IS BASED ON A MON LIG POUR. MAK DOUDLe anw as IODTD TIES TOP AND BOTTOM LOAD TOM ADOyt,OX pe.lilllb wAL.L eoraana rvI lure-Pea nw+. oIa DXeAIa WALL E.O. EAl.N SIDE ensoxe miaa/oa Nr Aa.a e•oa.ro ccT sew+ro Pure ry wee G. T. FOR O UN AND INSPECTION. ^.1•hl.l.BE TED N PLACE PRIOR TO GALLMG 1NeT ena ILnvoov rqp eX wAeeMXY;ve' eraleoM'w•v ears NG.M) U.O.N. UNLESS OT'IiERWI6E NOTED FOR FOUNDATION INSPECTION. ml•/Oa 4 eO0 WmW 100•Y OL.eM L,Ne•a'OL Tb woov oL.OX tM Mw4I AT ENO.ENS POlaaArlorL Iw+rore ILALIMMT a 1/r OL. 10. ALL MULTPLLOR JODTD nn aMAu aC a LMXRILOOR veMra w+taT rLoow. P.A. POST ABO MACH DE IALa MAu.aa rr IN•lr oL. MD. MACHINE DOLT" 8. NCLDO'/d15 SHALL BE RETIGHTfTIm JUST PRIOR TO GOVGRING THE WALL Nr N.•e•oL.ro DrMaeM1ED r PXOM[AGM ewe v al Xerela ro waeMneeruw.Pw+e Pala Rd) NEIN FRAMMG. ewe MACH••a row.oa wAeower;Nr a•eL Aa••a ru.o,Ml sA Aar vNeMalala.vo Mor ac^Le x Xoo seas w•ri LM••r oL m rbOD oL,eA.ems ENT^['cruw^L Pwr°. (!J FJgOTING P, VERIFY E?aSTiNG FOOTINGS TO BE IN GOOD CONDITION. o4inroa (P.P.) FINISH FLOOR ore osAaM t•/N'and I II.YYtlOa Na'Aa.•D'04.TO MraOM AN e r le eeo aLXo FINI6M GRADE `v 1od•a•OL. soot.oa wAeoMXr;Ne' OL.pa IN ruaa (F.G.) a.M..Ir OL.IX, LAae•TOE.TO YtlOa ATa'OG Oeive era was+"•a Na Aa.e•oc. e•s•eoM Asa•e' aanx wL l�oo e47f.0 R Ori. OL.G sex 'M/\E/\/a��� `N c� o. v � a O �)a COMPOSITION SHINGLE COMPOSITION SHINGLE (N)SIDING INSTALLED ROOF(CERTAINTEED ROOF(CERTAIN71EW PER MANUF. HEARTH5TEAD-ICESO ER- 12\ HEARTHSTEAD-IC50 ER- INSTRUCTIONS 5429)INSTALLED PER 4 54290 INSTALLED PER - MANUF.INSTRUCTIONS MANUF.INSTRUCTIONS - 4X6 POSTS WRAPPED W/ �-- FIN15H LUMBER.VERIFY 4X6 POSTS WRAPPED W/ (j IAL CHOICE AND FINISH LUMBER.VERIFY ®®®® Q FINISH W/OWNER MATERIAL CHOICEAND FINISH W/OWNERR Z F.G. F.G. NORTH ELEVATION SOUTH ELEVATION (N)STUCCO(TYP) nG,.Le:v4°=r o s ALE:114°=r o dl Z O Z d � u L u 2X FACIA TO MATCH HOUSE— 2X FACIA TO MATCH HOUSE 'f Q p m "'R'l IllNUANCE IL n SGOTTPAZEKAS&ASSOCIAIES,INC. z6 BY -- DATE for a Ie to I O W V Vie F— Z w it pia s h b ' d A th 'cation is ��Ic ble -do' d tlin h .by 9ra ted t e ild n9 Po t Joe' 9 0 N appro by alp..Gr cam e C 1 es. Tn a >> 9 a perm t based on ry i 1 of be coost•..ed io F.G. F.G. O W pt of me avPrcabie _ t ai.n .,t Presurr ed to glue 1 ty�t 1 t c 1 iho prods,ons of eueh JU (N)STUCCO(TYP) ~ (N)STUCCO(TYR) EAST ELEVATION WEST ELEVATION �, T- d r SLUE:v4"=1.O" SGUE:1/4"=T O` Q r J 1' ivia/os—_— 0.1/04/06 42 " L =-4-J . � � a NOIe FLLE LEN"H GARAGE H-AOER `t m FY®NE IFFBI780M�VfiiBINWNBItlI _.__ - -.- USE}fB M HEADER S SHIM UNODt 0Ai0R M•p}/i1q NO ___ STRPP WHFA HEADER 5 3-1/e GLB (DESIGN BY OThERS) 3/B SHM AT 3 1/5"GUI IpvuelgrnieOper+Ai AT HEADER,FIELD NAIL THRU SHENHING AND LOAD PATH DESGY A'D 1/2"SH'�le 15 PfiWOEJ MTy " WNINUM SIZE SMALL BE. SFE GET.4 z IL PRE-INSTALLED META SIR;P MYTH I.C6NAgN NULS OR+etl DETAILS ABDYE HEADQt TD 0"BUT IS NGT REQUIRED HOAR HOEDOWN SINKERS AT LODRIONE MARKED DY PAINTED DOTS pgDW pED BY O11IX5 3 1/B%12 QUI r A TERIVE WADERS ALLOWED SEE O S ~ 'RonY "SWHOb2A" TOP OF PANEL D 9° ICBO E5 PFC-5455 SECTION 225 GARAGE PQ2TAL MEAGER BFAMS -S1RAP-SE6 GET.a Lr, ''I STAMPED GN _ I� A,.' A PLATE WISHER � -- \ SNFAIHNC TO H fIR ALL TNIEAd ROO \\\` SEE GET.e SSTB ait COUVLEF ' f g Y FIELD NAIL 105a 51R,i 4 I➢R -�- ___ _ NFJDEA WITH(p)THE COMMON NAILSTOP RAZES OF STROIxG-WALL =I ;VISIBLE FO NAILS DR CID)16C sRNKER INSPECfI I NOTE: vlry A-A `NEMER(BY ODIERS) PosmoN HEADER FWSH' NNIS AT TOP AND BO110M 'I '�6ARAGF HEADER ROUGH OPENING HETDNT A(Y/NST 51R(N1G-WALL OF EACH STRAP. SHEATHING SDS1/4•x8'sCRm = SWt6x7=4 Mom -II-adn , RREE ISW22=7=9 - ANEL sFIFA1HING SW18X7=8 D///9'm x,2"AB W OR61p 'ISW2217X6 7" Y-1" 7'-1 1/2• F3.IBEONCN CONC'�'E .a BEARING PwE W/ N SO4 t/C X 6'SCREWS ... • .. PERIMETER METAL U-C3WNNEL 'SW1eX8X4 _ 8' B'-D" B"-0 1/2.1 A se aueEWs PR TOE➢ SN22=B•4 WITH WALL.w 4' SWi6=H=a S2226 1/2" SSTB PER UETNL _ •7/2"SHIM PROMOED WITH WALL SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4"PORTAL WALL SECTION 5 F.111 LENGTH SMAGE HEADER 6�RAG IF ACROSS BEAM SPLCE - CBESIGN BY OTHERS) �ffAM SPLICE {DESIGN BY OTHERS) MNWUM SOE SEWL 9E: Z e.T2 OFL �Mk.EEAYR SEE DETAIL OR e SHFJ.iNNC -i41N47.E PORTAL SYSIt'EI (' O 5 1/a X 12 OLB OooDLE PORTAL SSTEN m SCUD ES HEADERS,PLOWED SEE GARAGES PORTAL HEADERHEADEERRIF�.PHs.5 U ._._to>x s BA sEE DE-.e 1 LSTA s,RA=(M x.• \I l E �{ �r • 41 BEIY TO MIN.HEADER SEE DETAIL 5 R S LSTA STRAP(Mtt) 7J N8��(pNE " t�f e 11; AT BEAM 1D POST . 9HFATiING EiOLE IhDLE Z ' SHdTHIM:TO HEADER-� { 4 L 8'MIN.78'4"MAX L v[`y� SEE GET.e �Imn_ By OTH ":(Mo%T DW,HOLE THRDINaI Q, y V I O POST (JLTP4 AT SUPPORT �, rIl POST IN CROSS HATCHtaPARFA z LY 1 P TO SIRONO-NALL '6'4'MAX. (1 ,•(MAX)PIA FILM pm) O o LOP PLATES OF STRONG-WALL�'I POSE v DI,SOH Hm HERDER SUPPORT POST I SCREWS— (DESIGN BY OTHG2$) I�-, _, , 1� f• CLIRR C1,,, 2 SEs1/4%0'SCRA l ( MN (DESGN 8wl4EIDXERS)� irc LUy gtSE `DESIGN Br OfNER4). 1 W 7 `•4:� It 1 5,75"PORTAL WALL SECTION 6 SINGLE&DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16"&22"PORTAL WALL OPENINGS 9 kDTE. C 5/B•PIA ?B PANE INS IIEN,ISRE, MUDSxl AFL (PRE-ATTACHE➢IXR PgOVIVE➢.EXCEPT �T SSD12e l � kEFER TD THE OUfRENT SiWSON FOR TEp° TE AN➢ANCMDR RBLTS; I"MAX. CDNRECTDR CATMM FOR TENPLATE SELECTION CHART. mom TOP OF CONCRETE 1, STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY - M ON STRONG-TIE COMPANY, INC.", HOME OFFICE: 4120 DUBLIN(00) )r'400 DL18LN,CA 94588 d EI SON 999-5099, FAX; (92b)INC.-IS 28 SWi EXTERIOR TEMPLATE \ 'SIMPSON STRONG-TIE COMPANY, C."IS AN ISO 9004 REGISTERED (FOR 2x FORM BOARDS) J COMPANY' FULL LENGTH GARAGE HEAgER PER DETAILS 5'6 6 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE RE©UTRED MOISTURE 'TO THESE DRAWINGS AND THE STRUNG-WALL.INISTALLATIGN GUIDE,T-SWGUIOE. tb SEE SHEET MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHA'1GES CONTENT TS INL OR ATIO SWO Fop IN THE INSTALLATION METHODS SHOVE MA THESE DRAWINGS AND THE AT TIME I INSTALLATION aLON➢IpLE oPEtRNGS IN$TALIATIST GUIDE SHOULD ONLY DE MADE BY A QI AUFlED ARCHITECT, I CML,OR STRUCTURAL ENGINEER,THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE O RESPONSIBILITY OF THE DESIGNER. REFER TO L11.9.0. PFC-5485 DM FOR FURTHER INFORMATION yTn� SSIB2B Mitsui.As. STRESS bd I9• { 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CDNDMON9, 77 o I s ELEVATIONS, ETC. PRIOR TO INSTALLATION GF ANY COMPONENTS FOR 2 - MDo H w. M• THE STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND,THEY SW16 7 4 SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, MII 7X4 7'-D I/2' PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR. 10 SW16=7X8 TD CONSTRUCTION. T'- 1 1 SW22=]x6 Y Y ]'-k 1f1• EMBED LINE AT TGP DE 4. THE CONTRACTOR SHALL VERIFY THE PDSMON OF THE STRONG-WALL <Y oo TO'OF CONCRETE 4. RET SIM2 Bx4 B" B'-0' 8'-D 1/2• IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON O tl� Sal i& _ _ THE PROJECT DRAWINGS. LL N SWTI INTERIOR TEMPLATE BW22.ara 7 W-I R'-1 1/2• " 6 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE:LOCAL Z ,FOR 2x4 ABOVE CONCRETE) 1/2 SHIM PROVIDED 1MTH wA.L BUILDING OFFICIAL, 4 O I! 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE F- Z W o a jI'A ii. lix WITH THE LATEST ADOPTED VERSION DF THE UNIFORM BUILDING CODE 5/s'DM. � ty p .y. U., AND ANY OTHER LOCAL;STATE OR FERAL REQUIREMENTS THAT Rj ❑ (L) F alms No AB, MAY APPLY.VERIFY DESIGN REQUIREMENTS WITH THE LOCAL ❑ Q- s BUILDING DEPARTMENT. Qc Z .ONCE LIESIrVN 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING G W V N ry SY OTHERS SYSTEM OF THE STRUCTURE DESIGN OF THE BUILDING'S LATERAL Q J FORCE RESISTING SYSTEM,INCLUDING-A COMPLETE LOAD PATH 0 �_ V Cl N NECESSARY TO TRANSFER LATERAL FORCES FRDM THE STRUCTURE TO O F W r GViAGE D WIURLv ,HER a HE GROUND,15 THE RESPONSIBILITY OF THE DESIGNER 6 V 4 cON s r. W[N n eIT T(M) FUZE x m 'A�•A00Mi RAL V B. SIMPSON STRONG-TIE COMPANY,INC.RESERVES THE RIG A. `r SWTPF TEMPLATE F xxn Pr) CHANGE SPECIFICATIONS, DESIGNS-AND MODELS WITy� OR'T - Q r r (FOR PLYWOOD PANEL.FORMS) sNIN7.4 ,2 4 sm vm 23/s'r x-4Tm so LIABILITY FOR SUCH:CHANCES. SCOTT FAZEKAS JANU ES,It C. 9. ALL HARDWARE CALLEDOUT IS SIRIPSON STRONG-TIE. j _ DATE _1/m z-Wev z-Wr�1. These plans have been I's-111e13 for adhere I..to III.applicable codes and ordinance. Autho nation is sWznTa s.1s. ,1E-sRs I/- 2IVa•. - •T hereby granted to issue a building perms pending livable City approval by all a mnsroR Wvzvma a Ao ;2�Tm PP y agencies. 13 STRONG-WALL TEMPLATES ES 14 PORTALsr2ase L2 5.3 RM,/YA 2-An. : a W ,m the IG I of III— r ,Bed on "4°' 12 A T WALL SPECIFICATIONS 15 NOTES nd or epp,.a a., °',1 „e i�ab1e d IO give ��n5 ut SULI' 04/d5/05 . TTT\\TTT1Y/TTT'''^O��T\1YR/T//{TK CERTIFICATE OF COMPLIANCE:RESIDENTIAL (Page I of 3) CF-1R CERTIFICATE OF COMPLIANCE:RESIDENTIAL (Page 2 of 3) CF-IR CERTIFICATE OF COMPLIANCE:RESIDENTIAL (Page 3 of 3) CF-1R L/7 )---LJ m Mr.Tim Everson o Mr.Tim Everson 04/13Y1005 Mr.Tim Everson 04/13M2005 04/13/ZWS Project Title Dare Project Title Date Project Title Date �i 749 Acachs Sheet Lake Elsinore.Ca.92530 Project Address adwi.,, edry HVAC SYSTEMS C Scott&Associates 562-746 6369 Fan ,wrc Nam:more hydmde a,.�mbiaed nydmdc dare under water Heating Sy—,except Design Heating Load. COMPLIANCE STATEMENT Documentation Author Telephone Distribution pocks D 10 Fiala Risk/coca Hearing Equipment Minimum Type atM Ductor Heat Pump Compliance Method(Package or Computer) Climate Zone nor amen gmay m y T r e.— Efficient Location This certificate of wmplianrs lists the building features and performance specificationsfivregulations needed to comply with ype( Y Pipits Thermostat Configuration ors. AFUE w xseF avna,.da ran. R-Value T ( rx N w ) Title 24,Parts 1 and 6 of the California Code of Regulations,and the administrative regulations ro implement Forced air furnace 80% attic ducts 4.2 setback them.This certificate has been signed by the individual with overall design responsibility.When this certificate 117�A" GENERAL INFORMATION of compliance is submitted for a single Molding plan to be built in multiple orientations,any shading feature that Total Conditioned Floor Area 1577 __fta Avenge Ceiling Height.Vault fl C«ling Equipment Minimum Duct Heat Pump is varied is indicated in the Special Features/Remarks section.The undersigned recognize that compliance using Conditioned Slab Floor Area - II, Type mh mndihom,. Efficiency L«anon Duct Thermostat Configuration duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS , Building Type: ot_Single Family _ Addition l mmm.erev.molhre) (SEER) ora".cl R-Vdue Type wfi,.ts*a r rater. r (check one or more) Multi-Family I Existing-Plus-Addition Front Orientation: South North/South/East/West/All Orientations Designer or Owner(per Business and Professions Code) Documentation Author lupin horn memmun in ea6a'z from T,m NoM aM circle one) Number ofStodea 1 SEALED DUCTS and TXVs for Alternative Measures) Name: on Mr.Tim Evers Name: Brian Scott Number a Dwelling Units: 1 Floor Construction Type: Slab a I«r(e p oreor bowl ❑Sealed Ducts(aR—fi roteation a iidtlFvm. Owner TiOelFirm: Scott 8 Associates Ilmw usdnSra aM mnifM XERS rota fiddvmf dos regwrMl RADIANT BARRIER(required in climate zones 2.4.8-15) Required for this submittal- yes _no Admen: 749 Acacia Sheet Lake Elsinore.Ca.9i Address: 11925 E.195ih SL 0TXVs,readilysccessible(dimneroms2ams-15only) Cerritos.CA 90703 BUH.DING ENVELOPE INSULATION nmmlln rearing w«niRertian aw HERS Ratnw faaM.mrrertiw regdrM) _ ielepimne: Tekpmne: 562-746 6369 Component Forme Type Cavity Sheathing Toni R- Assembly L«alioNCotrrments ❑Refrigenm Charge/Air Flow(climarc ronn2aM il5 only) Type wd=Wood I_.._ Insulation Value• U-Factori (attic,garage,typical,tor:.) (Jmwler Inca.aM-11—m—Jll:Rs Rau.«aela—it--requirear a: ad=steel R-Value R-Valtte Wall R13 aabdprwaN OR oigmNrt) (sue) ftw—) (due) Wall Roof w®a.ta Rao avm+orevm Roof ❑ Alternative w Sealed Ducts and TXVs(see Package C or D Aheramive Package Features for Project Climate Zone) Floor wd3xe.ta ate poor Enforcement Agency Floor Climate Zone Window SHGC WhMow U-Fxtor SEER Hearing Slab a Name: City of Lake Elsinore F r -Faporare required fora wood-fi w wall dun areas—it,R-value 10 0.35 0.40 uuula[ion reouiremeen for P,escrimive Pacwae. Tula, FENESTRATION WATER HEATING SYSTEMS Agency: Ey' External Tdepham. $linden DCVICOS listed' Tank Factory Tank O Fenestration Orion- Arm Fenestration Fenestration Exterior Overhangs/ Water Heater Distribution Number Input(kw Capacity Recovery Standby' Insulation - Wr s. tarion III) U-Facmr SHGC Shadin Att. Firs Type Tyr- in System orlawtm (,41—) Efficiency Loss(%) R-Value From NOM o Ad as ova araaen yea I m Standard Gas standard 1 40.000 40 .53 We R12 (se®mNre/mampl (dus) V Front Left cared 04.m Act as Issaoea, Left ri I m I. FamWl psalaage water heaters(remd vmaadkammmeewm]S,000 BmNr),eleceic resimmq aw Mn pump waaahmmrs,tern Fi,agy Facror.For larpega smnge warn lRaren(rand ppmdpemermm l5,000 anJlo),Ipt Road irepu,Recovery Etf iar+1 and Stmdbylm. ' Rear awed M9g Ao ,act cup green y� Pa he.Wmaceom ga coma heaenJ;m rercd n,pm aM recovery eRicercks. L Rest O RightTort as. .0 .35 ea.— ya I ro SPECIAL FEATURES(add extra sheen if ndessarvl.Package C and D:TXVs,Sealed De m e.,Rad§a U Ri t Barriers(see installation requirements for radiant barriers in Section 8.13 of the 2001Residential Manual). S li Package C:thermal mass(thermal mass type,coveting,thickness,and description). Skylzght Compliance Forms August 2001 A-2 Compliance Forms August 2001 A-3 Compliance Forms AIJgtJat 2001 A-4 N MANDATORY MEASURES CHECKLIST:RESIDENTIAL(P.ee 1 arz> ME IR MANDATORY MEASURES CHECKLIST:RESIDENTIAL('Page 2.f2) MF-I R � Note:Lownse residential mildin s sub'ect to the Smrsdards must wnmin these measures re artless ofthe tom limce a h uxd. Noce:Lowrise residential buildings subjem m the Standards must contain thex measures regardless oftm compliance approach used. g 1 R P PProac Items marked with an—,kk(•)may be superseded by more smngm,compliance requirements listed on the Cemficate of Items marked with' esterisk(•)may be superseded by more sbingrnt wmpliantt«quircments listed on the Cemficam of Complimre.When dua tt—Itlat is incorpe^rated mat the,permit docvmenu,the fertmes noted shall be considered by all prat,as Camplimw.when the hetkint is mcarpon erm ted item the pit claoumenu,der fubuas mted,bell be wm parties by all m minimum component pe,rmama«apecificarans for the mandarory measures whether they are shown alaewhm in the d«amems Z ef mini component perf ante specifications for the manta m,meawres whether they are shown elsewhere in the documents oron this checklist rely. or on this chec"at erly. 5 IL Instructions:Check or initial applicable boxes when completed or enter N/A if not applicable. Instructions:Check er initial applicable boxes when completed or enter N/A if not applicable. CL V DESCRIPTION DESIGNER ENFORCEMENT DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: Spam Conditioning.Water Headng and Plumbing System Mess res:(continued) •§ISgal:Minimum R-19<eiling imuprbn. B.6.5. •§ISIXmk Duce and Fans 4!crybl.I.00xfdl imulmion maned m's Nbebd R-value. N/A 1.Aadmneeddaemm vamikd seebdad Nmladm met NemNkaemstdme 199E CMC Seeu�lAl, Q03,bai,nd SaMw6J;Nem mwle�baimnimum baWkdlaveldRd2aaotlmedmmery in •§15gc):Minimum R-13 wall insdedon inwwd named wells or equivalem U-FecmrN meW forme walls BGS mrdiamaNNace.Opl,na,v alb aUL 191 MISIAe.MIBiill unaolbdup'e.oa°°sy'man dmssm mass walls. datnereatlR applicable rtquvemenadUL I81,In,IBIA,ar IR,IBiB Vrsmdcanpea mMmaw •415ge)'.MiNmum R-IJ a,sM nooremwacion;n fiamM nears. B.6.5. ��erne Nor l/4 hedL tlecanthadondmmadcavdeahaveemmbpe slWibe mad.Ihdldag swI rho be mho fs canvrypg caeNriarcd+u.Jopm aed sesns ofdutt sysams art tlmir §150U)'Slat edge uwlewn-wager abm,Pmnrarcm greater wan 0.3%,comer vapor amamiaon ra¢,m N/A mnepomnmswl cat be sealed coed WNb«krubbaadl,new duct lyesWwsuch rape;rmea in 0m30 each. mewvmiw calm emmc mudawmnaa. B.G.S. Ills:mawadon,penis.orinsanM mrera msulm;on gmbry sunane:.mmeae type one roam. Bb.S. 2.nmleies uvitw,suppon pl.v err«avn.mlarx am prnam�nMa«conseucrea wimmmeri.la over man rued tiara maw.n,a bow m naciNeamt awl wa x mean«oomaywg cwdiam�ea §116-1t:Frnemadon Pmdutts,Extermr Doors,mho lnflpadoNExfdmnon ComWs ,err.Budding avaes aod,uppoepeHOmn mry connw darn IM¢vnWledmavida wdsuppwr I.DomsaM windows berwern wMirimed mtl,eroMiabrsed spaces desipsedmlimiewleawge. p�awlrwr bewsripeasMmcauu rMsmiom tithe aosa-uclioml.,®araraucu. B.6.5. 3.lowm waemn,deuce sywnm aMmekcmrgomme awl rot ce seekd coed eldh beck robber 2 Pmmtrairn pmdeuts/exmq(Id-fepiemM)wve label win emilkd U-Fecmr,eanfiM Sow Hem auaabadaat raps uda,smh mrz a mho u cmnbhmion wktmonc W amwbaMs. rV Caw Coefficiem(3HGCk art willmisn cenifRmion. 4.Fahmarr rat symams have I—k Nna m emomwc dampers. t.L S.Fluent doors and willows wathersmpped:all saa art penepadom waned sal sealed S.Gmviry vemilairg sysreem xnireg wrbmaned spa«hoveeMaacamnene or radity accceazide, §ISIXBI'Vapor banns nwnd+suy i+Cluate Zorn l4aM lfi odY. B.G.S. mmwly nparsaa dmeers. IL n §ISgfi:Special innlvadon bonier usWlM mmmplY with§I5l meets Coeemsiwwqualiry mmdmds.ISIXeI:bsrwlation of Fi rani egfwpwmrniaar tma ilmenleamnte,,"and Iwind per vdM limiwdmagc,osawding.that amdigbs.N/A Q lase nexposMm Z § rep aces.Ucomrive Gaz AppiancezaM Gax Lags. —ds,,"lbe,drawn for avatar sarvica e.g..padeaM by dumuum,ahea meal,paused canvas, O I--. or game cover.edlwa morn aawuiw mill xmamemd m amw nalawed wM.wanng dam i. W I.Mmomy+M rmmry-pat faeplma lava w.m ecvdmt.na videsddelab avmaolarnaaaondassar um wdrlremmaiu. APPPO—D W V a ema.Ne reaw or yaaaoor §114.awland Spa Hemem Syw—vIEgwpmmr. FOR FEFi11T ;._.DANCE BF[ SCOTT FAZEKAS&ASSOCIATES,INC. Q b.Demideauaaakew;wdmmerstal—I B.GS. I.aysmm scarified with law manor aR iaecy,wonsvntch wudarymofopnatireg mpucdom,m aeare nuasse—'sMmplmlight BY _ __DATE Q W Q c.Flue damperaM—1 2,syMnaumdled coed: N/A Z in These plans have been 1 ed for adherence to the v O N 2 Nommuvous bunvaB anpBmlidm abwcd +.Atlmr36"dpge Mwwae filmaw l�krforfiare miahe�e. applicable codes and Ordinance. Authorization is e d W b.co.n roroumwr podsor oudwr,�a. hereby granted to'�:s a r,,ld, permit pending 0 < V approval by all applicable C,:ty agencies. I- Q Spam Conditioning,Water Hearing and Plumbing System Mnaums: S.Jew syman wsairesaow dar aMachcdmovpuvp ameswkra Q W r §IIp§I13:HVAC egwp,conk comer hewers,slowerhcads ant mumsomifw by rla Cormnisdm. 8.6.5. fill:Gas fund cenoal Puma .pool hearers,spebcawsmbousebMwokdeg applimces Wvaw 6.6.5. 'I" - t - nit busa,tl on emsdnamad pane 'btl r.Ex Nov-ekcmcal mold win zI50BavN I of thE- f= not be construed 1p < r J r 1150(h)'Heating andar cooing bads cakdarcdin accordance with ASHRAE,SMACNA or wCCA. N/A fIIB(q:Cool Roofrmreral mat specified corm. N/A or sou o,e of the a(phect le §islsq:Scwackmermmmtwallappliuhle hating mNor cooling syzmms. B.6.5. , n pros u..� � to c §ls0(y Pipc aed conk inwlelion I �i'�.le e' prov:s 0 Cf such Lighting Measures: h I.Storage gas waterhcasnsand caecamFiergy Feaor lea Ilan 058 martbe stmallywappedwhh usdadw havmgan;mmllMrtemalresistma ,hod 2mgrmoer. 4150(k71.:Luminaires for Hemel lighdngio kimMmshall cave psssps with an eRuecy of 401uneem/xan 2.First 5fe,of gpadosest m water heater Ink,nar—e dmng syuaau,imula N(R<o,gawrai B.G.S. rag iwlogkmeninghnngaa miunme�enslramtemrbek;sigfiogswlbewnnvllM by aawimhw.redity B.G.S. 3.Bork-up mat fa aolm rymrse,anfaedsmcage macs.woNa iMvmr Mr ware,mat Me R-li §ISIXk12:RwmswM a,.cower of baNNO more coat cited at IeW one Iwwaire caeca lamps with m ENmoaa extmalimdenonmR-16 compriM innmaVexmmd inedetion. emcacY of 40lummvWmmlpeun swiohM err tlRemmmm Nc mom m athsaltati—ores 8.6.5. mna/oe 4.All beviedor exposed plans unstated in axmalamg sedans ofhat water Vu,as_ raquiremem allowed in§IM)2,art inurdesemr aecessMoMbg fumes are W Unwlmion coact) ' a A pD- 5.Canting sysam Maa below 5V F irewdaad 6.Piping Nmw¢d bemeen liming sours and inw,ar lot water rink. Q4/06/06 Compliance Fortes August 2001 _ - -- A-5 Compliance Forms August 2001 A6 Mbb. 24 �--DRYWALL 1/�"ose sHEJ"THING -DRYWALL DRYWALL 2X&RAPTERO®1&"O G. RIM JOIST 2X4 STUDS 0 16"O.G. WCEP� � 2X4 PLATE 2X4 PLATE - 2x44Xb GIRDER 5/5"HOLE IN(E)PLATE RADIANT BARRIER L— o _- 2X6 P.T.D.F. SOLID BLOCKING 2Xb P,T.D.P. ---FLOOR SHEATHING B4 REBAR CONCRETE USE 2X&CEILING J01BTB®16"O.C. S/&.X 12" -FLOOR SHEATHING 5/8"X 12" BLOCK- 51MP5ON'SET EPDXY— DOWEL X WHERE APPLICAELE C �°C FLOOR SHEATHING 1bdT ppg ANCHOR BOLT ANCHOR BOLT_-- 16d 4X4 POST TO BOND DOWEL TO 16"LONG SIMPSON ASS®16"O.G. b"THICK • 2X6 FLOOR JOIST (E)CONCRETE fee CJ7- 6"THICK MALL 2X6 FLOOR JOI5T 2X6 FLOOR JOIST: • 2X6 FLOOR JOIST 2x P.r.D.F.� MIN ) NEW SLAB 2X6 BLACKING C—�7 ANCHOR POST W/STEEL m P.G. X 6"THICK •' z -STRAP EMBEDDED INTO M FASIVA TO r - .: f STEM WALL 111 f Z CONCRETE ..,' L 1J a ` 9 �I�I 2X4 STUD YtA1..L •:, I _ 71. 9 T1c — FOOTING 2"SAN1�— a v _ _ _ b MIL VISGUGGN— (2)#4 RESAR 0 TOP f •f�,�. (2)m4 REBAR TOP ® AND(2)LL4 REBAR b AND(2)#4 REBAR® BOTTOM 1'-0" BOTTOM 1�-0" (2)44 REBAR 0 TOP AND(2)04 MEBAR 1 2 BOTTOM 24"DEEP 3 4 5 ASPHALT SHINGLES 5/6"X 12"ANCHOR BOLT W/ ASS 0 lb"O.G.: FELT PAPER 2 1/2"X 2 1/2"X 1/4"THICK EXTERIOR tousle TOP P-. Tr SQUARE STEEL PLATE (2)2"X 4"TOP PLATE..........- _ SHEATHING w/ WASHER 82"O.G.NVIN b"OP STUGOO 2X6 fee®16°O.a, axle lelame _ PLATE SPI.4ft AND A/IN V�r RADIANT BARRIER f RAFTERS ib"O.G. 12"OF CORNERS Sm"SON u2b •1 or IMrwx U26 4X HDR 5IMP'.,04 ST 6224 2X STUD 2"X FA5CIA #4 REBAR AT TOP AND 2-2Xa TOP f•LATes 2)(6 RR a 16" t.-DOATION • C6 IN-90—9 PTION`L� SHEAR PANEL(SEE EOTTOM "-�� R-BO \ _ WEEP PLAN) ax B 5^ IN(1) GARAGE SLAB(SEE \ \\ j- SCREED • • aTua BAY• Q JOIST TO GABLE I,SIa[OP (- FOUNDATION PLAN FOR -- -\ I • • • • • • STUDS(4)16d MIX1.aNa BILL \� 2x TCIMMeee < REINFORCEMENT) \ ASS®16"O.G. w GN,4" Z / B�K'6 Q �r - r m T F.G. .,b.OA• �.te,oa (2)2"X 4"TOP PLATE II II_, _L_.1,=i 1=..',, ,�•I 1. 2xb a3 EI CITI I LI I_ —1I I -IIII— E 1_�_ ••: LI11= 1eTuv =1TI- 4)45 MST 5 1/2"WALL 5TUD5 16" STUCCO Ell i III erArw�) O.G. ---- HOUSE WRAP 3 1/2"WALL INSULATrOhT (BUILDING PAPER) 1 VAPOR BARRIER 1/21,EXTERIOR 1/2"DRYWALL SHEATHING aX�==Ln2 6 7 8 9 10 EXCERPfB FROM GIAPIEH Zi 3001 CALIFORNIA WLMO OWE BN EN TO BLKG TALE 3a4143•1-41"1UNG SCHEDULE geRwg nrmro L Iolatodl.zwM —fl 3-8d dl 1 BflViSmJW.,?omaifach end 2-ea J 2x BLKG ®[481 3.1"x6"(25mmxmm)mbBwr,laeloe.rn)o:ro —— 2.8a Z d 6.vrleulh.I-x 6-M..X 15xmm emnanrmmarjam,rNen.a 3-W S.2"(sl mm)a,bfloor wlara wghbtt,Niod ens bs Dan ( 2-16a Q 4" MAX EN sole P, le On«al ldq&Is -Uppaaeh - 13-1-16d/p�N 1rOZ e06(;06 nj a ).Top plewrow4 mltl me 444,genols3-16e.and mil [2x4]STUDS ®[6] a sloe lo.nm plus 9.D-bla Nvdap hoe m0 16dN21"(610 mm)nt. [MATCH WALL BELOW] [BRACE PER PLAN] 10.DD-wedwpl•?m�l:pfpl�iae�eoW Ise it l6"(406—=61 ]I. ft 9TCNolo1.mpn tlpljdonlunmbgssmm,hnpena eaenWde,tkwmo rpeimeosi tio emm,whcee peap0h m,loemn — 131m23-l-Bbe Marti )os 16dN d 1B'(d06 mm)o.e amng each edP EN I TOP PLATES 12 CdlingJPYeroplue oenul 36d 76.Conlin—heeaer m Nu6,--B SN SPLICE PER SCHED 17.CNlingphb,lepaaw pN;bony h«mn 3- Is.CNlingj zU 7.Mom,rue mn 11b0 19•Banff 1p PWe,?oenNl 3-8d 20.1"(2s mm)brae to euh N•d aed pl.m,li—d bBe f 21,P x 8•(25 mm x 203 ram)shsfkfog s her to mch bearing,ha mil 24W } t• 21 Vhdm dls I"x r W mm x 203 r-)WeLLbfng wr,r, [ua Dan 3-Be �.Builo-vp oomerNlMa 16d N39"(610 mm)oG � �l ? 29.Bon?-ap giNeraM harm 200N3r 13m„Io.e Nmp eM bmromWmgpa02dOduaMeandueed. W Q (�() 1 2s,Y(51—)phnk. 2.16de—bbs0n6 LL N 11 26.Woo hpamtle seIw.,dmngorm Z12 13 60 Q F 4 ": 'Y/a•�H'l15 -19 ) 6M or 6e6 IIW� V r�� 1q 1•(22 -25 Den) 8P lr/s'-tll�(29 mm-32 mm) 106�ar gd5 ~ p[ C, I, " Bo F vc.vb ormeedeymem Mrmmrng): 0 5/;(19 mm)mLL lea 60 1/' 22 m2smm) 80 ,p Irle"-141°?79mm-32 mm) 1044.80 Q •1 27,Pend ("CM7m 1 M tie 6d6 -J 1f(16 mm) sae Q W 28 FiberbwA,ne.Ning: Q F W • w brie LL eL Tlhf(xo m®) No.16 P g Na. ya° Q Y r. u SCOTT FAZEKAS&AS60CIA ES,INC. M.16 Pp SY — o/e^(ua mm) bw t These plan,have been reviewed for id to the h^(9.5 mm) ball O,wy applicable ootles and ordinance. Authorization ie Common«bon ma.m.))be med eespl eb-mberx aLLLLea. hereby granted to IML",a bl:•idln Permit pending ndinp WB.paree LL6i1d- 52mm)onamerue6PPss..121a1a(305 mm)Nlmcrmcdi"Ic roppnna�xup6 mdks(1s2 mm)Ndl auppom.nem ryn applicable Glty so, as aeircMs(rE19mm)«mna F«ea0hg orwwdurvmuN peml s6 putiticGwNUi.pnraguu an6 sksrwtlb,relaw3eaafom 231s.33avd 2i]SA.Naih approval by all for-11.1nin g may be mn,moe,eon«amp. ` M..— oil ar aeran,ref dent The Issuance or grarwrig nl a ermlt based D�e(m�med ebnt 10rzo• approval of theseepee sviol^?ioot I theoepplloable o.rayba-ImlNnl dding«ming yell.wnlmmhiBm Neregoiremmm ar8emiov 2701.3. ° ° permit or approve y t aumed to give trnen.peoea 3iubn(/6 mm)on em,mrLLe,ma« ed 6i.ena(ss2 mm on a�,�mhmrmea;.hw7 ��— codes or ordinance. (:orto.inn-rsfm,N monne m0e.kn the-hoh-eumaro(tlmm)btluk l4rim03amm)1er,81n t«'lr�,en riz]mm)Nwleing.m rl/e ke81(u mm) ' authority to violate or Centel the roVi6ionB of such hnglb tar ssl3anxn rB?mm))afmming forminrtgg wl m3umm,mmor5utlon .3. �.•. CJCIe6 shall be valid. (:arwhrl-rnbhm LLapW nilll umia 11Lyy cr'(llm)emus NW 1'zrV(L9 m)brlgrhfm 4yin (111 mm).hmbing 1-Ill/1-ilrcn(3emm)4e)nb v/y�inch(20 mm)ahudlling mnfoMmB b the Irymvlrcmen•ar Sermon 2tM1 wA0•^�" ep NmpporOul6 in<hmoa06 mm)�Ll rnrlRt(506 mm) etlen�m Welarlg QBemb•af the P'°°?.uNsaolhelais mubdj.(iv'llg or fiob6 rla7e f'`6.6.1 ysee dLlcM(152 mm) Pmd ed{es,12 iaks(305 )u mmrmediNe.vpports. Parxl wrppom N 26 udrs(610 mm}Delves na4h Mlle epemd 6 hchs(152 mm)on pml edgn,12 inche(305 mm)LL imermedi-wppem. w •aQP . 16 17 18 NAILING SCHEDULE [LOU�-u