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HomeMy WebLinkAboutPLANS - 07-00231 - 771 Yost St - New SFRrA I III II IIS III II III I I I I III II II III II II I I I I I I I I I I I I A#--� FRONT ELEV. SG LE:1114•a,'-0" oo. I� LEFT ELEV.OCr"Ar-l'C Y C_____ n REAR ELEV. «.N. V61,,1 -W FIIIIWI M AY 2 9 2007 1 D TY OF REMURG RYM FOC! SM Vl SWO 6 DESIGN CRITERIA DESIGN CRAVITY LOADS ROOF DL - 15 PSF FLOOR OL - 15PSF DESIGN LNE LOADS ROOF LL - 20 PSF Mui SNOV - '+5 P5F RESIDENTIAL LL - 40 PSF LATERAL LNE LOADS: F u ho VHo - 9OMPH. EYFOSIIRE 6 SEISMIC - SEISMIC ZONE 3 L Tw GALL SECTION su�e,rr ra APA PORTAL PANEL Har To w. -La To OB VBGD r Kr aimp 01. FLOOR PLAN -MATIN- saALEn/a°=r-o^ Area• 939.222 eq ft Perim• 130'-8' 6ARA6E SHEAR WALL NOTES 01 KIM -n 01. ALL EXTERIOR WALLS 4 VERTICAL SURFACES AT STEPS IN ROOF SHALL BE SHEATHED WITH w. APA RATED 24/0 OR BETTER STUCTURAL WOOD PANELS. NAIL HA E EDGE BLOCK ALL HORIZ. EDGES WITH 2" NOM, OR WIDER. 2. OR WIDER FRAMING AT ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED WHERE IOd NAILS ARE SPACED J"O.C. OR LESS. SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR TO TOP PLATE FRAMING ON UPPER EXT. WALLS. NAILS SHALL BE PLACED NOT LESS THAN 'd' FROM EDGE OF PANEL AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. EXTEND SHEATHING OVER RIM AND NAIL TO RIM AND PLATES 4"O.C. h *VAHO SHEAR ►HALL SCHEDULE n.F� ttP.AiHH6 NAIL HA E EDGE FIELD ANCHOR BOLTS TYP. Cd V CC. K.O.C. Yr . 32' O.C. SV -1 7/W' ONE SIDE Ib rOc 10.O.0 Vr 4 Sr CC, SV -2 7/W" BOTH SIDES 6d TOC VO.0 Vr • !r OC. SV -3 5/E- ONE SIDE IOd r O.C. 10'O.0 Vr • Jr O.C. SV -4 7/W' ONE SIDE XAIL/SCREV DRYVALL ad TO.C. VCC. h *VAHO 'L,9919 p',(L FOOTING 5CH WULE KW DETTN W®fH I L?I6TN LON6RIDWAL TMN9VHR!! FI IT T-9' CONT 2-44 F2 B" 3'-0' SFACNOMOr TO M YKMCATNiI !Ol Si6'CTWL <OKARE EA601fS•. MOT r{E O.\\ TN1 VGTNlt COgKTAO 'W'i Of N ACCOFDHKE NTN AU ap is Y t�RMWeO O' A. ALL !WOlCMO STffi • COfOFH TO MT1A A- �. WIl! 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M NTN AW I TNL WWTIM FOADATOM SMALL, of IOVDIA 1 � I 1 1 a AlirlrAlNc vuL6 !MALL NAW Ar LEAST w VN S MA VN Q ON WI m NIL I aMWQi Vl I W -h W4' FI — NHLNT OF V" FLOJIX CORLQ "M N W-6 V4' ___ I I < I FANJLY I 6 ROOM n 1 1 LnR . 1 ——— ———— —— _ I \hko r FI--------------- 1 FI I L_____FL _________J CASEMENT/FND PLAN scALe,,4"=,'-0• FOUNDATION NOTES L AU lCOj14-y yAll !Ry Q IpylyN[p. !RA MTUU{ $0{ OI COVA W FAA WW 0' 9PIORTFIO A Db SCMK M&NAY WLLf® GIOTKNCAI LMGm rt, AO.ICi' RJTAI TO FOXAC 10.11DATMN COCAAT! f RNdlp Or TW srACTAAA =IqM a raF or raurxc eLnArLoa s1Au x M SLIUN a rK fNDATIOM IWl TNK SIVATt06 M! A MYIV1 ,yp yyyy N!.LOVOA M RLOiLO TO OSTM THE lLNQ IED O6CN a IAL FDAOATO! COgtT! SNAG OSTM A M MT QOIW 2 STN " M MOO PY ALL COIGlr! TO DO PAIMYprMY EMWD TO TM! VMTNM NNLL !! LH-pTM!® To SM 1•l�l MTM All IDMRIF2 THAT CONGVM TO MTM CdiO. 1 FI I I I Qp I I I I I I I I I --------------------- FI I I FI LEAVE OPENNC FOR 1 I I 1-T VIDE OVERHEAD I I L DOCK R.O. 512E I I I VARIES I I I I I 194 FI I I NOTES: I I I NONCE FNO TO BE E' THICK CONCRETE OVER A 6'Y%"COY. CONCRETE OV2 NY BAR CONT. HORIZONTALLY II III I GARAGE AND CPORCHRETE OVER TO BE I I 6" THICK CONCRETE OVER A ElyW S TelG V/ I I CANT. CONCRETE FOOI SAME BAC VALLS T I ST BEARHC VALLS OVER BE 2Y4 I I STILES NIL' LS OVER SAME FpOTWG I I AL EYT.OL VALLS ALL #4 BAR 624 VALLS TO HAVE I r� VZ' N4 BAR NZ4' OC BOTH VERTICALLY I !� AND HORIZONTALLY I fOR W VALK ALL SLABS TO BE 4' THICK MWWLM FI I DOOR RD S"E I I VACIES LEAVE OPENINGS FOR I FAND R' VIDE AND r4 I VIDE OVERHEAD DOORS I I PO. SIZES VARY I I FI I FI-- - - - - -- - r _ _ _ _ _ ��_ _ _ _ _ — — F7-0'17-0' air 4 ALL CDKAlT! % SnW COfOM i0 TML II[01015R5 b AG ]. 4LL LOfOtfAO MA12D COWNg6 CORJ p Df PWS AND ?mU M YKMCATNiI !Ol Si6'CTWL <OKARE EA601fS•. MOT SWL! N! rm X O.NlTbS AT SPDCA D,,S VMrlQ COIOILTNO S Of N ACCORpN(! WM A w, NOTED OTNWM VGTNlt COgKTAO 'W'i Of N ACCOFDHKE NTN AU !� e IO MSVMC® MWI J 9MtL K 001N AOAIfir POIOArpM A. ALL !WOlCMO STffi • COfOFH TO MT1A A- �. WIl! VALLS jam VALLA AEA 5lM6Y NAAtm AU16T OT.iMIAYL. W"M M TMPOAAY NV M ON By PdM.HIT W VI CTM rA FOR AM AID L4ClR Ab uAk MO IOR W JVO SMLLLR A IPwM NOTED OTHE ISE, THE FOLIOAO COK f COVR SM,, a IRDV10m FOR AOfO1CFASlt, S Md TO COVdCFG AN, FplpATNML VOC( COMONAT! M NTN AW I TNL WWTIM FOADATOM SMALL, of IOVDIA A <OfAETE CMT K T ! POK,,,,Ir EbOMN t0 MT1FY Y F O TO AVOO VfY1rK a CO'c" m TO eAlrn a vuTleA N NS a AlirlrAlNc vuL6 !MALL NAW Ar LEAST w VN S MA VN Q ON WI m NIL I aMWQi Vl W OF FNS at N CRAWAM MIXT HAL NHLNT OF V" FLOJIX CORLQ "M N WANAC MALLS AT AFFRO MTW FOAL NTRVAIS LOT TO EVClm ]S FM NOE 3 TNM TM! VALL all ___ I I < I FANJLY I 6 ROOM n 1 1 LnR . 1 ——— ———— —— _ I \hko r FI--------------- 1 FI I L_____FL _________J CASEMENT/FND PLAN scALe,,4"=,'-0• FOUNDATION NOTES L AU lCOj14-y yAll !Ry Q IpylyN[p. !RA MTUU{ $0{ OI COVA W FAA WW 0' 9PIORTFIO A Db SCMK M&NAY WLLf® GIOTKNCAI LMGm rt, AO.ICi' RJTAI TO FOXAC 10.11DATMN COCAAT! f RNdlp Or TW srACTAAA =IqM a raF or raurxc eLnArLoa s1Au x M SLIUN a rK fNDATIOM IWl TNK SIVATt06 M! A MYIV1 ,yp yyyy N!.LOVOA M RLOiLO TO OSTM THE lLNQ IED O6CN a IAL FDAOATO! COgtT! SNAG OSTM A M MT QOIW 2 STN " M MOO PY ALL COIGlr! TO DO PAIMYprMY EMWD TO TM! VMTNM NNLL !! LH-pTM!® To SM 1•l�l MTM All IDMRIF2 THAT CONGVM TO MTM CdiO. 1 FI I I I Qp I I I I I I I I I --------------------- FI I I FI LEAVE OPENNC FOR 1 I I 1-T VIDE OVERHEAD I I L DOCK R.O. 512E I I I VARIES I I I I I 194 FI I I NOTES: I I I NONCE FNO TO BE E' THICK CONCRETE OVER A 6'Y%"COY. CONCRETE OV2 NY BAR CONT. HORIZONTALLY II III I GARAGE AND CPORCHRETE OVER TO BE I I 6" THICK CONCRETE OVER A ElyW S TelG V/ I I CANT. CONCRETE FOOI SAME BAC VALLS T I ST BEARHC VALLS OVER BE 2Y4 I I STILES NIL' LS OVER SAME FpOTWG I I AL EYT.OL VALLS ALL #4 BAR 624 VALLS TO HAVE I r� VZ' N4 BAR NZ4' OC BOTH VERTICALLY I !� AND HORIZONTALLY I fOR W VALK ALL SLABS TO BE 4' THICK MWWLM FI I DOOR RD S"E I I VACIES LEAVE OPENINGS FOR I FAND R' VIDE AND r4 I VIDE OVERHEAD DOORS I I PO. SIZES VARY I I FI I FI-- - - - - -- - r _ _ _ _ _ ��_ _ _ _ _ — — F7-0'17-0' air 4 ALL CDKAlT! % SnW COfOM i0 TML II[01015R5 b AG ]. 4LL LOfOtfAO MA12D COWNg6 CORJ p Df PWS AND ?mU M YKMCATNiI !Ol Si6'CTWL <OKARE EA601fS•. MOT SWL! N! rm X O.NlTbS AT SPDCA D,,S VMrlQ COIOILTNO S Of N ACCORpN(! WM A w, NOTED OTNWM VGTNlt COgKTAO 'W'i Of N ACCOFDHKE NTN AU !� e IO MSVMC® MWI J 9MtL K 001N AOAIfir POIOArpM A. ALL !WOlCMO STffi • COfOFH TO MT1A A- �. WIl! VALLS jam VALLA AEA 5lM6Y NAAtm AU16T OT.iMIAYL. W"M M TMPOAAY NV M ON By PdM.HIT W VI CTM rA FOR AM AID L4ClR Ab uAk MO IOR W JVO SMLLLR A IPwM NOTED OTHE ISE, THE FOLIOAO COK f COVR SM,, a IRDV10m FOR AOfO1CFASlt, S Md TO COVdCFG AN, FplpATNML VOC( COMONAT! M NTN AW I TNL WWTIM FOADATOM SMALL, of IOVDIA A <OfAETE CMT K T ! POK,,,,Ir EbOMN t0 MT1FY Y F O TO AVOO VfY1rK a CO'c" m TO eAlrn a vuTleA N NS a AlirlrAlNc vuL6 !MALL NAW Ar LEAST w VN S MA VN Q ON WI m NIL I aMWQi Vl W OF FNS at N CRAWAM MIXT HAL NHLNT OF V" FLOJIX CORLQ "M N WANAC MALLS AT AFFRO MTW FOAL NTRVAIS LOT TO EVClm ]S FM NOE 3 TNM TM! VALL WAN Maas v 0 Y I SCALE : b NOTED I vl-,IIlll YOST STREET � PLOT PLAN BC.�LB,,/„•.,q• a v BL�1 SCHEDULE WINDOW .AV/F fly✓VLG DOOR SCHEDULE MARK I N0, I SIZE REMARKS 01, HALF VENT•NSULATED VINYL FRAM -V/LOW-E 4018 EYTERICR INSULATED STEEL ENTRY PRE -HUNG 71-SOEIITE O I 1 I 14YB I WERIOR ISIBATED STEEL RAGEO PANEL OVERHEAD 4 2 TY8 EYTERIOR NSIMTED STEEL RAISED PANEL OVERHEAD O 2 8018 Mat" ISOLATED STEEL L -PANEL PRE -MNG 4 1 4048 EYTERIOR INSULATED STEEL PATIO SVNGER V/Lo✓-E 7 5 5048 NTERNJR RASED PANEL MASOWTE DOUBLE PRE -MNG Y13ALLCATCME5 8 8 2848 INTERIOR RASED PANEI mASONTE PRE MIC O 8 2448 INTERIOR RUASED PANEL MASONTE PRE -MNG b I 1848 INTERIOR RAISED PANEL MASONTE PRE -HMC p 2 2048 INTERIOR RASED PANEL MASONTE PRE -MNG LaLl 4048 INTERIOR RAISED PANEL MASONITE BFOLD a v 0 NDR2 a xOR2 TRUSSES TOBE DESIGNED 1 BUILT BY AN APPROVED TRUSS PLANT. ROOF TO BE OESCANED YA BSNLL IS -OL AND A "PH 3 -SECOND GIST VND RESTRAINT. ROOF PITCH TO BE /✓Q 124' OVERHANGS v � ROOF LAYOUTB�,/B%,'-w `HOLD FRAMING BACK FROM EDGE OF FFNO. IF TO CREATE A BRICK t, JOIST LAYOUT BC.AL jSW-P-0' BL�1 SCHEDULE WINDOW .AV/F fly✓VLG MARK NO. SIZE REMARKS Q 5 5050 HALF VENT•NSULATED VINYL FRAM -V/LOW-E Q 2 2050 SINGLE Mr -INSULATED VINYL FRAME•V/LOV-E © 1 4050 PICTLRE•ESOLATED VINYL FRAME•V/LCV-E Q 7 4040 XAIf VENT•NSIILATED VINYL FRAME-V/LOW-E © 1 4ou HALF VEYT•NSVLATCD VINYL FRAAE-V/LOV-E Q I I 2M HALF VENT•ISIILATED VINYL FRAME-V/LOW-E 0 NDR2 a xOR2 TRUSSES TOBE DESIGNED 1 BUILT BY AN APPROVED TRUSS PLANT. ROOF TO BE OESCANED YA BSNLL IS -OL AND A "PH 3 -SECOND GIST VND RESTRAINT. ROOF PITCH TO BE /✓Q 124' OVERHANGS v � ROOF LAYOUTB�,/B%,'-w `HOLD FRAMING BACK FROM EDGE OF FFNO. IF TO CREATE A BRICK t, JOIST LAYOUT BC.AL jSW-P-0' IrA- PRO -Io SERIES TA JOISTS ML'O.0 YTABER STRAND RPOWD, SEE TJ-YPERT DVGS. FOR SPECS 4 DETAILS �r ------------- BL�1 SCHEDULE NORI XOR3 HORN DESCRIPTION NMI VARIES 2 -PLY 2Y10 FR DOORNNDOV HEADERS L VARIES 2 -PLY T'A' MICRO-lAA LTE DOORNNDOV HEADERS VARIES HORe OVERHEAD DOOR HEADER 21-Y' IrA- PRO -Io SERIES TA JOISTS ML'O.0 YTABER STRAND RPOWD, SEE TJ-YPERT DVGS. FOR SPECS 4 DETAILS �r ------------- V 0 z Y BL�1 SCHEDULE crslsN LOVDMOIiADIA0. SIZE DESCRIPTION REMARKS VARIES 2 -PLY 2Y10 FR DOORNNDOV HEADERS kH:DR2 VARIES 2 -PLY T'A' MICRO-lAA LTE DOORNNDOV HEADERS VARIES 2 -PLY IrA' IVCRO-LAA tTE OVERHEAD DOOR HEADER 21-Y' SAM GLII-lAM V4 -240P FLOOR BCAM R BPSEABIT FAALLY ROOM RB p' -O' 2 -PLY R'A' NKRO-LAM lTE ROOF BEAR 4 FRONT BAY VNOOV V 0 z Y