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Home My WebLink About _ 98-969.70.71 (9)TR 17413 -8 98- 969,70,71 9 OF 22 GABLE s+ 3TO TR4• ROOF FRAMING PLAN MOAfi CORE& nVE NErplm SCAM VA' . rb• — AL T. I-" W70D TRM&ES AT N' OC OPTIONAL SDsDECKWEIE - OCOIR. 2) CWA FLOOR FRAMING PLAN SCAM VA•.,O ON 2S FLAT TODtcKIGF p 7 FRANINS NOT"i Z L &EE SHEET SGN AND SD EMEET6 FOR GENERAL NOTE& AD TYMCAL R / r W 0. O DETAILS. 2. TYMCAL ROOF ONEATNNG. J 15/32' APA -RATD &EATN NG, 7110• MAN RATING. I CC A EXPYSIE 1 &EE 3/2D2. ONL M AT 6' OL Q W T Z 0 1.1. w j ccj c EN+ Sd AT S' OG. PN+ Sd AT O. Or. UOE C "TON NAIL& oil 3. TTMCAL FLOOR SNEATIRG Uco N aU 13/32' APA•RATED &TURD- I•ROOR T4 24' oe MAN RATING AT ALT DECK EXPO&ARE 1 &EC 36D/1. 74 eN. IOd AT b' OC. I! Iptl AT b' OC. Fh. IOd AT 0' Or. 003 UME COfMON RNG SNAK NAIL& OR CO'MON &CMW NAIL& AND IN 1 ALIGN LE RYWNDOO TO FRAMINi JOIST WW ECATALTDECK A. TYMCAL WALL FRAMING PER VSD2. 000n10N 5. SPLICE PLATE& OF EXTERIOR WALLS, BEARING WALL& AO 2X RR HEAR WALL& PER 4/SD2. At T&' OC S. PROVIDE MLTWLE STUDS AT ALL BEAM FOR TALL BlARNG VILE&& NOTED OTIERN&E ON PLAN&. 121FROMM AFRGYIADV 1, UD< SSTlOK 'ITT• OR NU NADIR& AT FLUSH JOISTS AND WA-6 NILE&& NOTED OTNERLP&E M,W /AGTURER R TO DESIGN N WEER FOR N LOOR N ROOF JOINTS .:e OGOUIE SD3 S. PROVIDE ELOOCNG FOSTS BELOW P'O&TO AT FLOOR JOINT OVER u OEARIN WALL. 4 WERE WALLS AM PINING TRAMVERB t0 FLOOR JOIST. FROVIDE rU • Wd 00.E PL1T! NAIL AT EACH FLOOR JOIST 16- OC.J. PROVIDE !2 }yd &0.E E NALS AT END OF WALL. PROVIDE J06T ILK! WERE JOIST DOES NOT OCCUR BELOW ETD O' WALL. I0 S m. PRDNDE.OLD BLOOCIC UNDER .. WALL. .1. 002 TRANIVERE TO FLOOR JOISTS PER •/SDI. 2) CSIS IL MROVVE DO BLE FLOOR JOISTS DOER ALL PARALLEL WALLS THAT ARE OVER.' -0' IN LQGM WERE WALL LAO& BETWEEN JOIST LAYOUT ONE ADDITIONAL J01 6T BETWEEN "OT LAYOUT AND BELOW WALL b IEOUSED N LIEU OF DOUBLE JOINTS. rt) C64FROMAMI O. WERE DOILE JOLT& ARE REmRM UNDER PARALLEL PLUM SG WALL& FRO VIDE DOUBLE JOIST SEPARATION FOR I ! FLU/Ks PER I4A201. SD3 13. NEPEER& MARKED AS DRAO' aR 'STRR' TO NAVE CONTINUOUS, ZzLP. eOIDARY NAG LA.i DDtl2D SITAR YIJ.LL. Sec &cNCVRiE ON &1E[T SD2. 111 ALL I•LYYIWEM HEAR W4LL& SHALL USE COIN M VIALS. S. ALL FOSTS NOLDO NG CR STRAPS PROM ABOVE SHALL BE Q2) CSyRRC"ABV W1TN CONTNIObLY EDGE• HALED. 1 ! 0D) W. ALL STUDS OVER W-0- N CLEAR KIGNT &HALL BE 2V 6TIp6 AT IS' OC, U_ n. SEC NAILING &CEDULE ON OWEET SON FOR TYFKAL. CONFECTION6. f21C6IN DI TAIL& AND NOTE& OURERCED NALIGS SOEDLLE. u- F1R01ABV. wwo&R FOOD PRODUOTS O111 ! SD) L FLOOR I -JOINTS SPECFIEC ON PLANS SHALL BE ONE OF THE FOLLO IN6 TRUE "ST TJIAS 6EME6 (TER 200) O g LOUISIANA PACFMG LM126 SERIES (FFC 3154) 5010E CASCADE BCVAO SERI[& (HER 444/ Y SDI 2. FRAUD SPECFI M AS P.L/LVL SHALL BE ONE OF TIC FOLLMA G, SE. Ti y1CTP NGR TRM JDST PARALLAM AOEFb 2a fIYL/ rNER 4SI/ Lou1SIANA PACFIG OAAC •LAM 2SSOPb 2a rLVtU (/COO 5004) Q W 500E CASCADE VEIRA•LA'1 2S00Tb ]a (LVL) rNER "D ern Q 502 0 0 J LL I Z Q J Q I ENCdINEERINQ 460 LAMBERT, STE D BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 12/03/98 AG 9851 S -10 W IN Z R / r W 0. O J I CC W 0 LL W Q W T Z 0 1.1. w j ccj c z oil Uco N aU 12/03/98 AG 9851 S -10 k I I J n ne ]] S 1 y FWZ e0e C ' 1 PM7 V eD! p A'SeDeAEV. IL rat MO nor e.+oiw 6EE MlET a -r raR nro nar e+ati Mco t J ROOF FRAMING PLAN 3B FLOOR FRAMING PLAN 3B Z N4r VI• • f•C C Q LL U- 0 LLZ Q 0 0 FRO" AS, eon h v. 1 io FWnn,c u1"V na,eeEe H '+ OG. p p JEET 9•r ae nio nor ewoiw ROOF FRAMING PLAN 3C mam &4UTNONwf • Fae ` FLOOR FRAMING PLAN 3C Ulm OCAM VW - r ewo w ENQINEERING 460 LAMBERT, STE D BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 Ja - OF CAUFO IZ/03/90 905'1 S -7 00 Z J) r- W a o J W a 0 U- W m Q J Q W 3 ME W Z b Uy c aU J Ja - OF CAUFO IZ/03/90 905'1 S -7 2A. oc. nNJ! 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VA• • — FoR .ro NOT ewow it I IDR u I' d E[T a -a FOR ..so NOT 6.w BUTLER PANTERY OPTION CALL vv . ro• BUNK ROOM OPTION =T .e, cur vA• . ro• MASTER RETREAT OPTION eT CAM V A• • -- FOR AJ•O NOT el+ow Z O F- O 1 Z Q J CL ENGINEEF9 460 LAMBERT, STE D BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 PaCFES 0 No C,0/9,0ry72 \' m A EXp Si CIVIL F Pa 12/03146 AC 9651 S-8 0 I Z C7 W r- a O I Q J W C tgO3 LL w W m J w df N a U J PaCFES 0 No C,0/9,0ry72 \' m A EXp Si CIVIL F Pa 12/03146 AC 9651 S-8 8 A GEE eLCV. 4. FDR N•O NOf eNDU.N FOUNDATION PLAN 4B FOUNDATION PLAN 4C NALG V4' . r o- Nam EV. 4a FOR 6ro NOT eNDGN 4 EA Y tr• I I 6D1T WA 41 o RE- 4a M 4 D I •6Q .b' n4c I PAD FTC. %W (3) 4 EA WAY ! D'_WD! FOOTNG 9' I SDI s ! I I1B f le IO dY GDI (3) In• • A15 — I I ! ! W 001 r3) V7• • AB Ulq -.AD I 4 ! (6) s I / I I Ni re{ w• AD I I J L''J L J I (4)VJ'.AD i t • 4 ( r yp'/(•- • 6D1 SDI "J L -- - -- - -- J kpi I 1A I `i 7,L / wDBED FTG JATVOEG PAD RC. YV !)) 1 4 EA WAY J I I ° p1 7'••'OC..d•TNIc PAD FTC. W/ (3) 3' -D'6G FI•' TlK 4 EA WAT D 4PAD EA WATV f )) SDI SDI n ODI I Sol I L- - - -- -- - - - - -- F _ - In'_• aD eol SDI 4 . LM' • AB. FOUNDATION PLAN 4A 3) VJ' • AS AT WDEN In GLAD AT OPTIONALFIREPLACE FOUNDATION NOTES I. 6" 6NEETS 604 AND 601 FOR GENERAL NOTES AND TYPICAL DETAIL6 7. TYPICAL GLAD -ON -GRADE 4• NICK COHG.ETE W TN 6,0 - UDA . YD.3 UUF AT CENTER OF 6LA15 OVER 7' &ND OVER 6 MIL. VI&CAEEN OVER V GANG OVER PROPERLY COMPACTED EARTH. WE 6011-6 REPORT. 3. TYPICAL GARAGE GLAD 4- TNICX C0NCRM GLAD OVER PROPERLY CCrIPACTED EARM PROVIDE A P061TIVE SEPARATION BETGEEN BLAB FOOTNG6, URO. 4. "TALL ALL G?1PGON (OR APPROVED EQUAL) FOUIOATION NARKNARE PER •Lye /ACTU RERD RECD MMATIONS. DEEPEN FOOTNG WEIE NECEGGA IM TO PROVIDE NARDWARQ FMDeDrENT AND 001CRETE CLEAR ALL NNmWARE TO Be TIED N RACE PRIOR TO FOIO ATION MSPECTION, S. ALL i[XTEROR WALLG ARE TO DE 6EOJW0 IUITN IA• 0 AFETER by IV' LONG ANCHOR BOLTS WIDEDDED AT LEAOT I- WO CONCRETE WTN A MAX"" GPAC6G OF 77. OC. THERE &WALL BE A MNMJM OF TWO BOLTS PER PIECE OF FOUNDATION RATE WTN OE DO-T LOCATED IUITNN D' OF EA END CP EA PIECE. A PROPERLY 61ZED NIT AND WA6 ER WALL BE TGNTETED ON EA BOLT TO THE PLATE. (RAM6lTMM EAD WlDTO TMIJEMT MDCE ANCHORD PLR ICDO. REPORT NO. 1312 MAY BE LIND N LIEU O' ANGNOR BOLTS). PROVID! 1/7' • BY D' ANGNOR BOLTS AT 3, FOM7ATION PRATES WERE OCCLM. 6. ALL NTERIOR NON -HEAR WALLS ARE TO BE GECURED WTN SNOT PM METALLED PER DETAIL L6D1 UN0. 1. ALL NTEIBOR SHEAR MALLS YC TO BE 6l CURED WTN AICNOR BMT6 &PACED PER FOUDATI04 PLAN Q IL O Q Z D O i Q A 1 K;F, BREA, CA 92821 V PH (714) 256 -2722 FAX (714) 256 -9182 cp c AT OF'TICNAL z DEOC TIP. L• r7 L 1 _ F11; TNC 10 PAD FTC. WI ()) 3O 4 EA Y tr• I I 6D1T WA 41 o RE- 4a M 4 D I •6Q .b' n4c I PAD FTC. %W (3) 4 EA WAY ! D'_WD! FOOTNG 9' I SDI s ! I I1B f le IO dY GDI (3) In• • A15 — I I ! ! W 001 r3) V7• • AB Ulq -.AD I 4 ! (6) s I / I I Ni re{ w• AD I I J L''J L J I (4)VJ'.AD i t • 4 ( r yp'/(•- • 6D1 SDI "J L -- - -- - -- J kpi I 1A I `i 7,L / wDBED FTG JATVOEG PAD RC. YV !)) 1 4 EA WAY J I I ° p1 7'••'OC..d•TNIc PAD FTC. W/ (3) 3' -D'6G FI•' TlK 4 EA WAT D 4 PADEA WATV f )) SDI SDI n ODI I Sol I L- - - -- -- - - - - -- F _ - In'_• aD eol SDI 4 . LM' • AB. FOUNDATION PLAN 4A 3) VJ' • AS AT WDEN In GLAD AT OPTIONALFIREPLACE FOUNDATION NOTES I. 6" 6NEETS 604 AND 601 FOR GENERAL NOTES AND TYPICAL DETAIL6 7. TYPICAL GLAD -ON -GRADE 4• NICK COHG.ETE W TN 6,0 - UDA . YD.3 UUF AT CENTER OF 6LA15 OVER 7' &ND OVER 6 MIL. VI&CAEEN OVER V GANG OVER PROPERLY COMPACTED EARTH. WE 6011-6 REPORT. 3. TYPICAL GARAGE GLAD 4- TNICX C0NCRM GLAD OVER PROPERLY CCrIPACTED EARM PROVIDE A P061TIVE SEPARATION BETGEEN BLAB FOOTNG6, URO. 4. "TALL ALL G?1PGON (OR APPROVED EQUAL) FOUIOATION NARKNARE PER •Lye /ACTU RERD RECD MMATIONS. DEEPEN FOOTNG WEIE NECEGGA IM TO PROVIDE NARDWARQ FMDeDrENT AND 001CRETE CLEAR ALL NNmWARE TO Be TIED N RACE PRIOR TO FOIO ATION MSPECTION, S. ALL i[XTEROR WALLG ARE TO DE 6EOJW0 IUITN IA• 0 AFETER by IV' LONG ANCHOR BOLTS WIDEDDED AT LEAOT I- WO CONCRETE WTN A MAX"" GPAC6G OF 77. OC. THERE &WALL BE A MNMJM OF TWO BOLTS PER PIECE OF FOUNDATION RATE WTN OE DO-T LOCATED IUITNN D' OF EA END CP EA PIECE. A PROPERLY 61ZED NIT AND WA6 ER WALL BE TGNTETED ON EA BOLT TO THE PLATE. (RAM6lTMM EAD WlDTO TMIJEMT MDCE ANCHORD PLR ICDO. REPORT NO. 1312 MAY BE LIND N LIEU O' ANGNOR BOLTS). PROVID! 1/7' • BY D' ANGNOR BOLTS AT 3, FOM7ATION PRATES WERE OCCLM. 6. ALL NTERIOR NON -HEAR WALLS ARE TO BE GECURED WTN SNOT PM METALLED PER DETAIL L6D1 UN0. 1. ALL NTEIBOR SHEAR MALLS YC TO BE 6l CURED WTN AICNOR BMT6 &PACED PER FOUDATI04 PLAN Q IL O Q Z D O i Q A 1 K;F, BREA, CA 92821 V PH (714) 256 -2722 FAX (714) 256 -9182 YgOFES&10- T No CD•9071 11 m E.Fg3DL a R 19r CNII airFOFCAUFP 11/G3M8 AC S -9 00 z W 2 IL O J UU O LL w W a W J us W 1q4N UN a U J i YgOFES&10- T No CD•9071 11 m E.Fg3DL a R 19r CNII airFOFCAUFP 11/G3M8 AC S -9 D3 I p eD3 1 SEE ET a -b sow woo Nor euaw TANDEM GARAGE OPTION COIL t- • f-0' ee e eeEr e.e TANDEM GARAGE FOUNDATION PLAN eu'e eEr e•io rae .ro aor ewow GUEST BEDROOM OPTION SCAL& .....b. Er a -io OFFICE OPTION aui. vv . M' Z 0 H 12 U 1 It Z Q J i-:-I-i,,- PH (714) 256 -2722 FAX (714) 256 -9182 I I Z C43 r w a Q J cc x - - -T O LL w m Q J Q li w wu oa UN 0 I II I I:I II II II I I I II II II II I II I! II II II I I I II II I II II L7 -J_ L —J L —J II II II f II I I I I I I I I I I L---------- I ee e eeEr e.e TANDEM GARAGE FOUNDATION PLAN eu'e eEr e•io rae .ro aor ewow GUEST BEDROOM OPTION SCAL& .....b. 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