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B0602C�f,? 7 3(11Q A'? I Lc W f '3-2'7j\/ ; S' FA 0 STRUCTURAL CALCULATION OF A New Residence for Mr. & Mrs. Julius Teng 22038 McClellan Road, Cupertino, Ca 95014 -07 z \. 6 0o t,t W"4 Job#:99019 Date: May 18, 1999 MAY 2 5 1q,fq i IiV GPCUf �riiirv( Bay Building Designers 467 Archcove Court, San Jose, California 95111-1736 (408) 365-8718, Fax. (408) 226-9427 0 BAY BUILDING DESIGNERS 467 ARCIWOVE('OURT, SAN JOSE, CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEII 408.365-8718. Fex. 4084:6.9427 LOADI G ROOF ROOFING (CONC. TILE) 10.0 PSF 1/2" PLYWOOD 1.5 2X12 RAFTER @ 24" O.C. 2.2 2X8 CEILING JOIST @ 24" O.C. 1.5 1/2" GYPSUM BOARD 2.2 INSULATION 3.0 MISCELLANEOUS 0.3 TOTAL(10+1.5+2.2)'12.65/12+1.5+2.2+3+,3=14.44+7=21.44PSF 12A SLOPE USE 22.0 PSF (DEAD LOAD) 16.0 PSF (LIVE LOAD) USE 8.0 PSF (DEAD LOAD) FOR CEILING JOISTS 10.0 PSF (LIVE LOAD) FLOOR FLOORING 3.0 PSF 3/4" PLYWOOD 2.3 2X 12 FLOOR JOIST @ 16" O.C. 3.3 1/2" GYPSUM BOARD 2.2 INSULATION 3.0 MISCELLANEOUS 0.3 TOTAL 14.1PSF USE 15.0 PSF (DEAD LOAD) 40.0 PSF (LIVE LOAD) EXTERIAL WALL STUCCO 10.OPSF 2X4 STUD @ 16" O.C. 1.1 1/2" GYPSUM BOARD 2.2 3/8" PLYWOOD 1.1 INSULATION 1.2 MISCELLANEOUS 0.3 TOTAL 10+1.1'2+2.2+1.2+.3= 15.9 USE 16.0 PSF INTERIOR WALL 1/2" GYPSUM BOARD BOTH SIDE 4.4 PSF 2X4 STUD @ 16" O.C. 1.1 MISCELLANEOUS 0.3 TOTAL 5.8PSF USE 6.0 PSF All FRAMING DRY USE CM=1.0 TEMPERATURE FACTOR C, I.0 SHEAR STRESS FACTOR CH 1 ALLOWABLE Fv'=Fv'CD*CM•G'CH FOR VISUALLY GRADED LUMBER: ALLOWABLE Fb'=Fb•Co CM"C,'CF'Ct FOR GLU-LAM BEAM: ALLOWABLE Fb'=Fb•Cp CM C,'Cv 0 • BAY BUILDING DESIGNERS 467 AR(DCO%'F COURT, SAN JOSE, CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY HSIEII 408-365-87M Fnx. 408-226-9427 HIGH ROOF FRAMING DESIGN Cp 1.25 FOR ROOF LOAD ROOF RAFTER @ 24" O.C. SPAN L=18' MAX. W=(22+16)*2=764P M=76* 18^2/8=3.08K' R=76* 18/2=684# USE 2X12#2 RAFTER @ 24" O.C. A=16.875, 1=177.979, S=31.641 CF 1.0 FOR 2X12, Cr-1.15, Fv'=95*1.25=118PSI Fb'=875*1.15*1.25=1257PSI Sreqd=3.08* 12/1.257=29.41INA3 Areqd=684* 1.5/118=8.69IN2 A=5*.076* 18^4* 1728/(384* 1600* 177.979)=.64"=L/(12* 18/.64)=U337 O.K. PROVIDE DIAGONAL BRACING TO REDUCE RAFTER SPAN TO 18' MAX. BAY WINDOW HEADER @ MASTER BED ROOM, BED ROOM #1 SPAN L=12' MAX. W=(22+16)*18/2=342#P M=342 * 12^2/8=6.16K' R=342 * 12/2=2.06K USE 4X12#2 HEADER A=39.375, I=415.283, S=73.828 CF= I.1 FOR 4X12,Fv'=95*1.25=118PSI Fb'=875*1.1*1.25=1203PSI Sregd=6.16*12/1.203=61.45IN^3 Aregd=2.06*1.5/.118=26.19IN^2 A=5*.342* 12^4* 1728/(384* 1600*415.283)=.25"=L/(12* 12/.25)=U576 O.K. BAY WINDOW HEADER @ BED ROOM 42 SPAN L=14.5' MAX. W=(22+16)*18/2=342#P M=342* 14.5^2/8=8.99K' R=342*'.4.5/2=2.48K USE 3.125X12 GLB 24FV4 ROOF BEAM A=37.5, 1=450, S=75 Cv= k*(12/d)^(1/10)*(5.125/b)^(1/10)*(2M)^(I/10)=.96*(21/14.5)^.1*(5.125/3.125)^.1=1.05 Fb'=2400* 1.25=3KSI Fv'=163* 1.25=206PSI Sreqd=8.99*12/3 = 35.96IN^3 Aregd=2.48*1.5/.206=18.06BV^2 A=5*.342* 14.5^4* 1728/(384* 1800*450)=.43"=U(12* 14.5/.43)=L/404 O.K. CAMBER C=.43* 1.5*22/38=.38" USE 3/8" CAMBER UP @ CENTER ROOF HIP BEAM @ MASTER BED ROOM & LIVING ROOM, DINING ROOM SPAN L=16*2^.5=22.6' P=(22+16)*16^2/2=4.87K M=.1283*22.6*4.87=14.13K' R=4.87*2/3=3.26K USE 5.125X12 GLB 24FV4 HIP BEAM A=61.5, I=738, S=123 Cv=k*(12/d)^(1 / 10)*(5.125/b)^(1 / 10)*(21 /I.)^(I /10)=.96*(21 /22.6)^. I =.953 Fb'=2400*.953 * 1.25=2.859KSI Fv'=165 * 1.25=206PSI Sreqd=14.13*12/2.859=59.31IN^3 Aregd=3.26*1.5/.206=23.74IN^2 A=.01304*4.87*22.6^3* 1728/(1800*738)=.96"=U(12 *22.6/.96)=U282 O.K CAMBER C=.96* 1.5*22/38=.84" USE 7i8" CAMBER UP @ CENTER A=.01304*4.28*21.2^3*1728/(1800*738)=.7"=L(12*21.V.7)=L/363 OX CAMBER C=.7* 1.5*22/38=.62" USE 5/8" CAMBER UP @ CENTER BAY BUILDING DESIGNERS 467 ARCIICOVF. COURT SAN JOSE, CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEII 408-365-8718, Fax. 408-226.9427 HIP BEAM @ BED ROOM #2 & ENTRY SPAN L=10*2^.5=14' MAX. W=(22+16)*]0^2/2=1.9K M=.1283* 14.1 * 1.9=3.44K' R=1.9*2/3=1.28K USE 2-2X 12#2 HIP BEAM A=33.75, I=355.957, S=63.281 CF IFOR2X12,Fv'=95*1.25=118PSI Fb'=875*1.25=1093PSI Sregd=3.44*12/1.093=37.78IN^3 Aregd=1.28*1.5/.118=16.281N^2 .5=.01304* 1.9* 14.1 ^3 * 1728/(1600*355.957)=.22"=U(12* 14.1 /.22)=IJ769 OX ROOF HIP BEAM @ STAIRWAY SPAN L=6.5*2^.5=9.2' W=(22+16)* 18/2^.5=484#P M=.484*9.2^2/8=5.12K' R=484*9.2/2=2.23K USE 2-2X12#2 HIP BEAM A=33.75, I=355.957, S=63.281 CF 1 FOR 2X12, Fv'=95*1.25=118PSI Fb'=875*1.25=1093PSI Sreqd=5.12*12/1.093=56.221N^3 Aregd=2.23*1.5/.118=28.35IN^2 A=5*.484*9.2^4*1728/(384*1600*355.957)=.14"=I/(12*9.2/.I4)=L/788 O.K. CEILING BEAM @ STAIRWAY SPAN L=10.5' MAX. W=(22+16)*(18+8)/2=494#P M=494* 10.5^2/8=6.81 K' R=494* 10.5/2=2.6K USE 4XI2#2 HEADER A=39.375, I=415.283, S=73.828 CF I.IFOR4X12,Fv'=95*1.25=118PSI Fb'=87501.1*1.25=1203PSI Sreqd=6.81 * 12/1.203=67,94IN^3 Aregd=2.6* 1.5/.118=33.07INA2 A=5 *.494* 10.5^4* 1728/(384* 1600*415.283) =.21 "=L/(I2* I0.5/.21)=L/600 O.K. ROOF BEAM BETWEEN ENTRY AND LIVING ROOM SPAN L=15' W=(22+16)*18/2+6*5 =372#P P=(22+16)*l 5^2/3=2.85K @ 4'FROM END R1=.372*15/2+2.85*11/15=7.55K R2=.372* 15+2.85*2-7.55=3.74K X=3.74/.372=10.06' M=3.74* 10.06-.372* 10.06^2/2=1 8.81 K' Wequal=18.81*8/15^2=.68K/' USE 5.125X12 GLB 24FV4 CEILING BEAM A=61.5, I=738, S=123 Cv=k*(l2/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1/10) =.96*(21/15)^.1=.993 Fb'=2400*.993* 1.25=2.979KS1 Fv'=165* 1.25=206PSI Sregd=18.81 * 12/2.979=75.78IN^3 Aregd=7.55* 1.5/.206=54.98IN^2 A=5 *.68* 15^4* 1728/(384* 1800* 738)=.59"=U(12* 15/.59)=L/305 O.K. CAMBER C=.59* 1.5*22/38=.52" USE 1 /2" CAMBER UP @ CENTER BAY BUILDING DESIGNERS 467 ARC11COVE COURT, SAN JOSE, CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY HSIEII 408-365-8718, Fax. 408-226-9427 ROOF CEILING JOIST n 24" O.C. SPAN L=16' MAX. W=(8+10)'2=36#P M=36' 16^2/8=1.16K' R=36' 16/2=289# USE 2X8#2 CEILING JOIST @ 24" O.C. A= 10.875, 1=47.635, S=13.141 CF 1.2FOR 2X8,Cr-1.15,Fv'=95PS1 Fb'=875$1.2'1.15=1208PS1 Sreqd=1.16'12/1.208=11.531NA3 Areqd=289'1.5/95=4.57IN2 A=5'.036' 16^4' 1728/(384' 1600'47.635)=.7"=U(12' 16/.7)=U274 O.K. ROOF CEILING JOIST @ 24" O.C. SPAN L=IT MAX. W=(8+10)'2=36#P M=36' 12^2/8=.65K' R=36' 12/2=216# USE 2X6#2 RAFTER @ 24" O.C. A=8.25, I=20.797, S=7.563 CF 1.3 FOR 2X6, Fv'=95PSI Fb'=875' 1.3=1137PSI Aregd=216'1.5/95=3.42HV2 Sreqd=.65'12/1.137=6.87IN^3 A=5'.036' 12^4' 1728/(384' 1600-20.797) =.51 "=U(12' 12/.51)=U282 O.K. ROOF CEILING JOIST @ 24" O.C. SPAN L=8' MAX. W=(8+10)'2=36#P M=36'8^2/8=.29K' R=36'8/2=144# USE 2X4#2 CEILING JOIST @ 24" O.C. A=5.25, I=5.359, S=3.063 CF 1.5FOR2X4,Cr-1.15,Fv'=95PSI Fb'=875'1.5'1.15=1509PSI Sreqd=.29'12/1.509=2.31IN^3 Aregd=144'1.5/95=2.28IN2 A=5'.036'8^4' 1728/(384' 1600'5.359)=.39"=L/(12'8/.39)=U246 O.K. USE 6X6#2 HEADER @ 2X6 STUD WALL LOCATION INSTEAD OF 6X6#1 SPAN L=6' MAX. W=(22+16)'15/2=285#P M=285'6^2/8=1.29K' R=285'6/2=.855K USE 6X6#2 HEADER A=30.25, 1=76.255, S=27.729 Fv'=85'1.25=106PSI Fb'=875'1.25=1093PSI Sregd=1.29'12/1.093=14.17IN^3 Aregd=.855'1.5/.106=12.1IN^2 A=54.285'6^4' 1728/(384' 1300*76.255) =.09"=U(12'6/.09)=U800 O.K. BAY BUILDING DESIGNERS 467 ARCHCOVE COURT SAN JOSS CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BV: WENDY HSIEH 408-365-8718, Fax. 408-226-9427 LOWF_R ROOF FRAMING DESIGN Cp 1.25 FOR ROOF LOAD LOWER ROOF RAFTER @ 24" O.C. SPAN L=1 P W=(15+16)*2=62#P M=62* 11 ^2/8=.94K' R=62* 11/2=342# USE 2X8#2 RAFTER @ 24" O.C. A=10.875, I=47.635, S=13.141 CF 1.2FOR2X8,Cr-1.15,Fv'=95*1.25=118PSI Fb'=875*1.25*1.2*1.15=1509PSI Sreqd=.94* 12/1.509=7.481N^3 Aregd=342* 1.5/118=4.36IN^2 A=5 *.062* 11 ^4 * 1728/(384* 1600*47.63 5)=.27"=L/(12* I 1 /.27)=L/488 O.K. ROOF HIP BEAM @ LOWER AREA SPAN L=11 *2^.5=15.6' P=(15+16)* 11 ^2/2=1.88K M=.1283* 15.6* 1.88=3.77K' R=1.88*2/3=1.26K USE 2-2X10#2 HIP BEAM A=27.75,1=197.863, S=42.781 CF 1.1 FOR2X10, Fv'=95*1.25=118PSI Fb'=875*1.25*1.1=1203PS1 Sreqd=3.77*12/1.203=37.61IN^3 Aregd=1.26*1.5/.118=16.02IN^2 A=.01304 * 1.88* 15.6^3 * 1728/(1600* 197.863) =.51 "=L/(12* 15.6/.5I)=L/367 OX GARAGE DOOR HEADER SPAN L=16' W=(15+15+40)*7/2+((22+16)*7.5/4+16*8)*1.5/7=288#P R=.288* 16/2=2.31 K M=.288* I6^2/8=9.22K' USE 3.125X12 GLB 24FV4 HEADER A=37.5, I=450, S=75 Cv=k*(12/d)^(1/10)*(5.125/b)^(I/10)*(21/L)^(1/10)=.96*(21/16)^.1*(5.125/3.125)^.1=1.03 Fb'=2400KSI Fv'=165PSI Sreqd=9.22*12/2.4=47.8IN^3 Aregd=2.39*1.5/.165=21.73IN^2 A=5*.288* 16^4* 1728/(384* 1800*450)=.53"=I./(12* 16/.53)=U349 O.K. CAMBER C=.53* 1.5*30/70=.35- USE 3/8" CAMBER UP @ CENTER GARAGE DOOR HEADER SPAN L=8' W=(15+15+40)*8.5/2=298#P R=.298*8/2=1.2K M=.298*8^2/8=2.39K' USE 4X12#2 HEADER A=39.375, I=415.283, S=73.828 C1=1.1 FOR 4X12, Fv'=95PSI Fb'=875* 1.1=962PSI Sregd=2.39*12/.962=29.82(N^3 Aregd=1,2*1.5/.095=18.95IN^2 A=5*.298*8^4* 1728/(384* 1600*415.283)=.05"=U(12*8/.05)=L/1920 O.K. • BAY BUILDING DESIGNERS 467 .ecncoYF curlrr. sAVJOSE, OU.I FIIR \95111 JOB is: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEli 408-365.8718, Fox. 408-216-9427 .SECOND FLOOR FRAMING DESIGN CD= 1.0 FOR FLOOR LOAD TYPICAL SECOND FLOOR JOIST @ 16" O.C. SPAN L=16.5' W=(15+40)*1.33=74#P M=.074* 16.5^2/8=2.52K' R=.074* 16.5/2=.61 K USE 2X12#2 FLOOR JOIST@ 16" O.C. A=16.875, 1=177.979, S=31.641 CF 1.0 FOR 2X12, Cr-1.15, Fv'=95PSI Fb'=875* 1.15=1006PSI Sregd=2.52* 12/1.006=30.06IN^3 Aregd=.61 * 1.5/.095=9.641N^2 A=5*.074* 16.5^4* 1728/(384* 1600* 177.979)=.44"=L/(12* 16.5/.44)=L/450 O.K. TYPICAL SECOND FLOOR JOIST @ 16" O.C. WITH TV HOLE @ 3' FROM END @ FAMILY ROOM SPAN L=16.5' M=.61 *3-.074*3^2/2=1.5K' @ 3' FROM END USE 2X12#2 FLOOR JOIST@ 16" O.C. Cr=1.0 FOR 2X12, Cr-1.15, Fv'=95PSI Sreqd=1.5* 12/1.006=17.9IN^3 S=1.5*(11.25-2)^2/6=21.41N-30.K. CEILING JOIST @ 16" O.C. @ GARAGE W=(15+40)* 1.33=74#P R=.61-.074*3=.39K A=16.875, 1=177.979, S=31.641 Fb'=875*1.15=1006PS1 Areqd=.39* 1.5/.095=6.16IN^2 A=1.5*(11.25-2)=13.89IN^2 O.K. SPAN L=7' W=(15+40)*1.33=74#P P=(16*8+(22+16)*7.5/4)*1.33=266# @ 1.5' FROM END R=.074*7/2+.266*5.5/7=.47K M=.47* 1.5-.074* 1.5^2/2=.63K' Wequal=.63*8/7^2* 1000=.103K/' USE 2X6#2 CEILING JOIST @ 16" O.C. A=8.25, I=20.797, S=7.563 CF 1.3 FOR 2X6, Fv'=95PSI Fb'=875* 1.3=1137PSI Sreqd=.63* I2/1.137=6.65IN^3 Aregd=.47* 1.5/.095=7.43IN^2 A=5*.103*7^4* 1728/(384* 1600*20.797)=.17"=L/(I2*7/.I7)=L./494 O.K. USE 2X8#2 @ 16" O.C. CEILING JOIST @ GAEAGE SECOND FLOOR BEAM @ GARAGE SPAN L=13.5' W=(15+40)*1.33=74#P P=.342*19.5/2=3.34K @ 2' FROM END R=.074*13.5/2+3.34*11.5/13.5=3.35K M=3.35*2-.074*2^2/2=6.56K' Wequal=6.56*8/13.5^2=.29K/' USE 3.125X12 GLB 24FV4 FLOOR BEAM A=37.5, 1=450, S=75 Cv= k*(12/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1/10)=.96*(21/13.5)^.1•(5.125/3.125)^.1=1.05 Fb'=2400KS1 Fv'=165PSI Sreqd=6.56* 12/2.4=32.9IN^3 Areqd=3.35 * 1.5/.165=30.468Y^2 A-5*.29* 13.5^4* 1728/(384* 1800.450)=.28"=L/(12.13.5/.28)=L/578 O.K. CAMBER C=.28*1.5*22/38=.25" USE 1/4" CAMBER UP @ CENTER BAY BUILDING DESIGNERS 467 A 11c OPE('O(N'I', SA% JOS F.(A I AMRN I A 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED Bl': W ENDY 11SIE11 408-365-8718. Fn. 408-226-9427 SECOND FLOOR BEAM @ GARAGE SPAN L=13.5' W=(16+22)*18/4+16*8+(15+40+15)*1.33=393#P W=22* I8/4+16*8+(15+15)* 1.33=267#P DEAD LOAD ONLY M=.393 * 13.5^2/8=8.96K' R=393 * 13.5/2=2.66K USE 3.125X12 GLB 24FV4 FLOOR BEAM A=37.5, 1=450, S=75 Cv= k*(12/d)^(1/10)'(5.125/b)^(1/10)*(21/L)^(1/10)=.96*(21/13.5)^.1*(5.125/3.125)^.1=1.05 Fb'=2400KSI Fv'=165PSI Sreqd=8.96' 12/2.4=44.91N^3 Aregd=2.66* 1.5/.165=24.19IN^2 A=5*.393* 13.5^4* 1728/(384* 1800*450)=.37"=U(12* 13.5/.37)=U437 O.K. CAMBER C=.37*1.5*267/393=.39" USE 3/8" CAMBER UP @ CENTER SECOND FLOOR BEAM TO SUPPORT LOWER ROOF @ GARAGE SPAN L=31' W 1=(15+40)*20.5/2+16*8+(16+22)* 18/4+15*7/2=916#P FOR 19' LONG W 1=15*20.5/2+16*8+22* 18/4+15*7/2=434#P DEAD LOAD ONLY W2=(15+40)*20.5/2+(16+15)*(11+7)/2=843#P FOR 12' LONG P1=2.66+1.9/3=3.29K @ IT FROM END P2=3.35K @ 4.5' FROM OTHER END Rl=(.916* 19*9.5+.843* 12*25+3.29* 19+3.35*4.5)/31=16K R2=.916*19+.843*12+3.29+3.35-16=18.17K X=(18.17-3.35)/.916=16.18' M=18.17* 16.18-.916* 16.18^2/2-3.35*(16.18-4.5) =135K' Wequal= 135*8/31 ^2=1.13 K/' USE 5.125X31.5 GLB 24FV4 FLOOR BEAM A=161.4, I=13348.9, S=847.55 Cv k*(12/d)^(1/10)'(5.125/b)^(1/10)*(21/L)^(1/10)=.96*(21/31)^.1*(12/3L5)^.1=.838 Fb'=2400*.838=2.01 I KSI Fv'=165PSI Sreqd=135 * 12/2.011=806IN^3 Aregd=18.17* 1.5/.165=1661N^2 A=5* 1.13*3l ^4* 1728/(384* 1800* 13348.9)=.98"=U(12*31/.98)=U379 O.K. CAMBER C=.98*1.5*434/916= 0.71" USE 3/4" CAMBER UP @ CENTER PROVIDE 4.5' & 4' SQUARE FOOTING @ EACH POST ALLOWABLE P=I'4.5^2=20.25K> 18.17K O.K. SEISMIC LOAD P=3.03K @ 4.5' FROM OTHER END TOTALM=131+3.03*4.5*26.5/31=143K' Sreqd=143* 12/(1.33*2.011) =6421NA3 O.K. SECOND FLOOR BEAM @ GARAGE WATER HEARTER AREA 1/2"(D HOLE @ 4' FROM END SPAN L=9' W=(I5+40)*(13.5+15)/2=784#P M=.784*9^2/8=7.94K' R=.784*9/2=3.53K USE 3.125X12 GLB 24FV4 FLOOR BEAM A=37.5, 1=450, S=75 S=3.125*(12-.5)^2/6=68.88IN^3 A=3.125*(12-.5)=35.94rN^2 Cv=k*(12/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1 /10)=.96*(21/9)^.1 *(5.125/3.125)^.1=1.09 Fb'=2400KSI Fv'=165PSI Sreqd=7.94'12/2.4=39.81N^3 Aregd=3.53*1.5/.165=32.11N^2 A=5*.784*9^4■1728/(384*1800*450)=.15"=L/(12*9/.15)=L/720O.K. CAMBER C=.15* 1.5* 15/55=.06" USE STANDER CAMBER UP @ CENTER 7 1 BAY BUILDING DESIGNERS 467 ARC'IIC'O%' F. C'OURT SAN JOSF. CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEII 408-365-8718, Fax. 408-226-9427 SECOND FLOOR BEAM @ DEN SPAN L=12' W=(15+40)*26.5/2=729#P M=.729* 12^2/8=13.13K' R=.729* 12/2=4.38K USE 3.125X 12 GLB 24FV4 FLOOR BEAM A=37.5,1=450, S=75 Cv=k*(12/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1/10)=.96*(21/12)^.1*(5.125/3.125)^.1=1.06 Fb'=2400KS1 Fv'=165PSI Sregd=13.13* 12/2.4=65.661N^3 Aregd=438* 1.5/.165=39.82IN^2 0=5 *.729* 12^4* 1728/(384* 1800*450)=.43"=L/(12 * 12/.43)=U334 O.K. CAMBER C=.43*1.5* 15/55=.19" USE 1/8" CAMBER UP @ CENTER SECOND FLOOR BEAM @ UNDER SECOND FLOOR WALL @ BED ROOM #4 SPAN L=15' W=(15+40)*133+16*8+(16+22)*18/4=373#P W=1541.33+16*8+22*18/4=247#P DEAD LOAD ONLY P=(16+22)*9^2/3=1.02K @ 9' FROM END R1=1.02*9/15+373*15/2=3.42K R2=1.02+373* 15-3.42=3.2K M=3.42*6-.373*6^2/2=13.82K' Wequal=13.82*8/15^2=.5K/' USE 3.125XI2 GLB 24FV4 FLOOR BEAM A=37.5,1=450, S=75 Cv= k*(12/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1/]0)=.96*(21115)^.1*(5.125/3.125)^.1=1.04 Fb'=240OKSI Fv'=165PSI Sreqd=13.82* 12/2.4=69.2IN^3 Areqd=3.42* 1.51.165=31.1IN^2 0=5*.5* 15^4* 1728/(384* 1800*450) =31 "=U(I2* 15/.71)=L/253 O.K. CAMBER C=.71 * 1.5*247/373=.71" USE 5/8" CAMBER UP @ CENTER SECOND FLOOR JOIST TO SUPPORT HIP LOAD @ STAIRWAY AREA SPAN L=15' W=(15+40)* 1.33=74#P P=2.23K @ 4.5' FROM END R=2.23* 10.5/15+.074* 15/2=2.12K M=2.12*4.5-.074*4.5^2/8=9.36K' R=.074*16.5/2=.61K USE 4-2X 12#2 FLOOR JOIST A=16.875*4, 1=177.979*4, S=31.641 *4 CF 1.0 FOR 2X12, Cr-1.15, Fv'=95PSI Fb'=875*1.15=1006PSI Sreqd=9.36*12/1.006/4=27.92IN^3 Aregd=2.12*1.5/.095=33.48BV^2 W equal=936* 8/ 15 ^2=.34K/' A=5* 34* 15^4* 1728/(384* 1600* 177.979*4)=.46"=L/(12* 15/.46)=U391 O.K. OR USE 4X12#2+2-2X12#2 FLOOR BEAM A=16.875*2+39375=73.125 1= 1 77.979*2+415.283=771 S=31.641 *2+73.828=137.12 8 0 BAY BUILDING DESIGNERS 467 ARCHCOVE COIB'r SAN J11SE, CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: W ENDY 11SIEH 408-365.8718, Fax. 408-226-9427 SECOND FLOOR BEAM @ BED ROOM #4 SPAN L=15' W=(15+40)*1.33=74#/' P=.342*18/2=3.08K @ 12' FROM END R1=.074*15/2+3.08*12/15=3.02K R2=.074* 15+3.08-3.02=1.18K M=3.02*3-.074*3^2/2=8.73K' Wequal=8.73*8/15^2=.32K/' USE 3.125X12 GLB 24FV4 FLOOR BEAM A=37.5, I=450, S=75 Cv= k*(12/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1/10)=.96*(21/13.5)^.1*(5.125/3.125)^.1=1.05 Fb'=240OKSI Fv'=165PSI Sreqd=8.73* 12/2.4=43.66IN^3 Aregd=3.02* 1.5/.165=27.46IN^2 A=5*.32* 15^4* 1728/(384* 1800*450)=.46"=U(12* 15/.46)=1J391 O.K. CAMBER C=.28* 1.5*22/38=.25" USE 1/4" CAMBER UP @ CENTER BAY WINDOW HEADER @ NOOK SPAN L=1I' W1=(15+40)*16/2+16*8+(22+16)*16/2=872#/' W1=15*16/2+16*8+22*16/2=424#/' DEAD LOAD ONLY R=.872* 11 /2=4.8K M=.872* 11 ^2/8=13.19K' USE 3.125X15 GLB 24FV4 FLOOR BEAM A=46.9,1=878.9, S=117.19 Cv=k*(12/d)^(1/10)*(5.125/b)^(1/10)*(21/L)^(1/10)=.96*(21/11)^.1*(5.125/3.125)^.1*(12/15)^.1=1.05 Fb'=2400KSI, Fv'=165PSI Sreqd=13.19* 12/2.4= 65.96IN^3 Aregd=4.8* 1.5/.165=43.64IN^2 A=5*.872*11^4*1728/(384*1800*878.9)=.19"=L/(12*11/.19)=L/ 694 O.K. CAMBER C=.19* 1.5*424/872= 0.15" USE 1/8" CAMBER UP @ CENTER FIRST FLOOR FRAMING Cp 1.0 FOR FLOOR LOAD FIRST FLOOR JOIST @ 16" O.C. SPAN L=8' W=(15+40)* 1.33=740 R=74*8/2=296# M=.074*8^2/8=.592K' USE 2X6#2 FLOOR JOIST @ 16" O.C. S=7.563, A=8.25, 1=20.797 CF 1.3 FOR 2X6, Cr-1.15, Fv'=95PSI Fb'=875 * 1.3 * 1. 1 5= 1 308PSI Sreqd=.592*12/1.308=5.44IN^3 Aregd=.296* 1.5/.095=4.68IN^2 A=5*.074*8^4*1728/(384*1600*20.797)=.21"=LJ(12*8/.21)=L/457 O.K. FIRST FLOOR GIRDER SPAN L=5.5' MAX. 5.2' CLEAR W=(15+40)*8=440#/' R=.44*5.5/2=1.21K M=.44*5.2^2/8=1.49K' USE 4X6#2 GIRDER S=17.646, A=19.25, I=48.526 C,-1.3 FOR 4X6, Fv'=95PSI Fb'=875* 1.3=1137PSI Sregd=1.49*12/1.137=15.73IN^3 Aregd=1.21* 1.5/.095=19.1N^2 A=5*.44*5-5^4*1728/(384*1600*48.526)=.12"=LJ(12*5.5/.12)=LJ550 O.K. • BAY BUILDING DESIGNERS 467 ARCIWOVF. COURT SAN JOSS CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BV: WENDV IISIEII 408-365-8718, Fa:.408-226-9427 BUILDING FOUNDATION DESIGN SOIL BEARING PRESSURE I.OKSF DEAD + LIVE LOADS PROVIDE 21" SQUARE PAD FOOTING UNDER 4X GIRDER ALLOWABLE P=1 * 1.75^2=3,06K > 1.21 *2=2.42K O.K. PROVIDE 16" WIDE WALL FOOTING UNDER EXTERIOR WALL W=16* 18+(I5+40)*8/2+(15+40)* 16/2+(22+16)* 18/2=1290#/' < 1.33K/' O.K. PROVIDE 16" WIDE WALL FOOTING UNDER INTERIOR WALL W=6*18+(15+40)*(8+16+15)/2+(22+16)*2=1256#/' < 1.33K/' O.K. 10 BAY BUILDING DESIGNERS 467 AR('11(*oVF COURT, SAN JOSF.('AI. I FORK I A 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BV: WENDV IISIEH 408-365-8718. Fax. 408-226-9427 LATFRAL LOAD ANALYSIS FIRST FLOOR WALL HEIGHT 9', SECOND FLOOR WALL HEIGHT W ROOF HEIGHT 40.5/24.4=6.75' WIND LOAD WIND SPEED 70 MPH EXPOSURE B W=12.6•.62.1.3.1=10.16PSF USE IIPSF H<15' W=12.6'.67.1.3.1=10.97PSF USE IIPSF II<20' W=12.6•.72.1.3.1=11.79PSF USE 12PSF 1I<25' BASE SHEAR: V=(12.4.5+11 •(204.5 ))' (40.5+3)+(12• 1.5+11 •(20-15/2))• 15+11.9'(10-4+9/ 12•4) = I X NORTH -SOUTH DIRECTION V=(12.4.5+11 •(20-4.5))•(40.5+3)+ 11.7•(10-4+9/12.4)=10.46K EAST -WEST DIRECTION SEISMIC LOAD V=2.75•.4/8•W=.14'W(WEIGHT OFBUILDING) AREA OF HIGH ROOF A=40.5•40.5+3'18+3'19.5=1753FT^2 AREA OF FLOOR A=1753-9.5.23+12.36-3.18+7.19=2046FT^2 AREA OF LOWER ROOF A=12.36-3.18+7.19+14.75.34.5=1020FT^2 WEIGHT OF HIGH ROOF W=22.1753=38.57K WEIGHT OF UPPER WALL W=16•(40.5'4+3.4)•4=11.14K WEIGHT OF FLOOR W=15.2046=30.7K WEIGHT OF LOWER WALL W=16•(40.5+15+12+51.5)•2.9.5=36.18K WEIGHT OF LOWER ROOF W=22.1020=22.45K TOTAL W=38.57+11.14+30.7+36.18+22.45=49.71+89.34=139.06K BASE SHEAR V=.14.139.06= I9.5K SEISMIC LOAD GOVERN BOTH DIRECTIONS Vr-19.5.49.71 •(18+6.75/3) /(49.71.20.25+89.34.10)=10.34K vr-10.34.1000/1753=5.91PSF Vf=19.5-10.34=9.16K vf=9.16.1000/(2046+15.32.5)=3.62PSF CHECK TOP PLATES SPLICE DETAIL CHORD FORCE @ SECOND FLOOR WALL C.F.=5.91.40.5^2/8=1.22K CHORD FORCE @ FIRST FLOOR WALL C.F.=3.62.40.5^2/8=.75K USE 10-16d @ TOP PLATES SPLICE OVERLAP AREA TYPICAL UNLESS OTHERWISE NOTES ALLOWABLE SHEAR V=105'1.5/1.75.10.1.33=1.19K> 1.22K O.K. @ LINE 1, 3,5 SECOND FLOOR USE 12-16d @ TOP PLATES SPLICE OVERLAP AREA ALLOWABLE SHEAR V=105' 1.5/1.75.12.1.33=1.43K > 1.22K O.K. THE LATERAL FORCES @ SECOND FLOOR ALONG THE FRONT ELEVATION WALLS "OVER THE GARAGE" WILL BE TRANSFER TO THE SHEAR WALL @ LINE 4 AND 6 THROUGH THE PLYWOOD @ TOP OF CEILING JOISTS AND FLOOR JOISTS @ GARAGE SEE CALCULATION THE LATERAL FORCES @ SECOND FLOOR ALONG TIE FRONT ELEVATION WALLS "OVER THE DEN ROOM WILL BE TRANSFER TO THE SHEAR WALL @ LINE 5 ONLY SEE CALCULATION: FIRST SHEAR WALL @ LINE 4.5 AND 6 NO CONTINUOUS TIE REQUIRED @ LINE 5 @ GARAGE ALL BLOCKING @ LINE 5 @ GARAGE TO RESISTED LATERAL INPACT FORCES DUE TO FIRST FLOOR SHEAR WALL @ LINE 5 BAY BUILDING DESIGNERS 467 ARCIICOVECOV RT,SANJOSE, CAI. IFORNIA 95111 JOB#: 99019 DATE: 05/16/99CALCULATED BY: WENDY IISIEII 408.365-N718, Fax.408-226-9427 SECOND FLOOR SHEAR 1VA1 L DESIGN @;) LINE B V=10.35/2=5.18K SHEAR WALL L=20' v=5.18/20* 1000=259#P ALL. V=260#P O.K. SHEAR WALL TYPE "W21" OTM=5.18'(6.75/3+8)=53.2K' RM=.85*(6*8+22* 18/4)*20'2/2=24.99K' T=C=(53.2-24.99)/(.9*20) =1.57K USE SIMPSON MST48 WITH 2-2X STUD USE 10d X 1.5" NAILS @ 2-2X MEMBER ALLOWABLE TENSION @ MST48 P=3.33*.64=2.13K O.K. @ LINE D SHEAR WALL L=11+12=23' ALL. V=260#P O.K. OTM=.226* 11 *(6.75/3+8)=25.49K' T=C=(25.49-11.67)/(.9* 11) =I AK @ LINE 1 SHEAR WALL LENGTH L=6.5+9.5=16' ALL. V=260#P O.K. OTM=.121 *6.5*(6.75/3+8)=8.07K' T=C=(8.07-3.87)/5.5 =.77K @ LINE 3 SHEAR WALL LENGTH L=15.5+14=29.5' ALL. V=260#P O.K. OTM=.176* 14*(6.75/3+8)=25.26K' T=C=(25.26-8.66)/(.9*14) =1.32K V=10.35/2=5.18K v=5.18/23 * 1000=226#P SHEAR WALL TYPE "W21" RM=.85*(16*8+22* 18/4)* 1 1^2/2=11.671C USE SIMPSON MST48 WITH 2-2X STUD V=5.91 *40.5* 16/2=1.92K v=1.92/16*1000=121#P SHEAR WALL TYPE "W21" RM=.85*(16*8+22* 16/4)*6.5^2/2=3.87K' USE SIMPSON MST48 WITH 2-2X STUD V=10.35/2=5.18K v=5.18/29.5* 1000=1760P SHEAR WALL TYPE "W21" RM=.85 *(6* 10+22*2)* 14^2/2=8.66K' USE SIMPSON MST48 WITH 2-2X STUD a LINE 5 @ BED ROOM #3 V=5.91*(175340.5*16)/2 =3.27K SHEAR WALL LENGTH L=3.5*2+4.5=11.5' v=3.27/11.5*1000=285W ALL. V=380#P O.K. SHEAR WALL TYPE "W22" OTM=.285*(6.75/3+8)*3.5=10.23K' RM=.85*(16*8+22*18/4)*3.5^2/2=1.I81V T=C=(10.23-1.18)/3 =3.03K USE SIMPSON MST60 WITH 2-2X STUD USE 10d X 1.5" NAILS @ 2-2X MEMBER ALLOWABLE TENSION @ MST60 P=4.99*.64=3.19K O.K. FIRST FLOOR SHfd_RB n, LINE A WALL HT. 13.5' SIIEAR WALL L=4+7.5=11.5'> 13,5/3.5=3.86' ALL. V=2600 O.K. OTM=.078*4*(13.5+15/12*4/3)=4,74K' T=C=(4.74-2.59)/3 =.73K V=3.62* 15*32.5/2=.89K V=.89/ 11.5* 1000=78#P SHEAR WALL TYPE "W 1 1" RM=.85*(13.5* 16+22* 15/2)*4^2/2=2.59K' USE SIMPSON HD2A WITH 2-2X STUD n U BAY BUILDING DESIGNERS 467 ARCHCOVE COURT, SAN JOSE, CA I. I FORN I A 95111 JOIt #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEII 408-365-8718. Fax. 408-226-9427 Ca, LINE B SHEAR WALL LENGTH L=10.5+9.5=20' ALL. V=380#/' O.K. OTM=(.259*(18+6.75/3)+.104 * 10)*9.5=59.71 K' T=C=(59.71-15.6)/8.5 =5.19K @ LINE B.5 SHEAR WALL LENGTH L=6' ALL. V=2600P O.K. OTM=.6* 10=6K' T=C (6-1.22)/5=.97K @ LINE C SHEAR WALL LENGTH L=20.5' ALL. V=260#P O.K. OTM=3.66* 10=36.6K' T=C=(36.6-14.27)/(.9*20.5) =1.22K @ LINE D SHEAR WALL LENGTH L=6' ALL. V=380*2=760#P O.K. OTM=(.226*(18+6.75/3)+.384* 10)*6=50.SK' T=C=(50.5-6.22)/5 =8.87K @ LINE E SHEAR WALL LENGTH L=3+7.5+8=18.5 ALL. V=2600P O.K. OTM=.2*3*(10+11/12*4/3)=6.74K' T=C=(6.74-.919)/2.5 =2.33K @ LINE 1 SHEAR WALL LENGTH L=5.5+3.5=9' ALL. V=380PP O.K. OTM=.345*3.5* 10=12.08K' T=C=(12.08-2.35)/2.5 =3.9K @ LINE 2 & 5 WALL HT. 13.5' SHEAR WALL L=4.5' > 13.5/3.5=3.86' ALL. V=260#P O.K. OTM=.89*(13.5+15/12*4/3)=13.51K' T=C=(13.51-2.56)/3.5 =3.13K V=.89+5.18+3.62/1000* 16*40.5/2=7.25K v=7.25/20* 1000=363#P SHEAR WALL TYPE "WIT' RM=.85*(16* 18+15* 1.33+22* 18/4)*9.5^2/2=15.6K' USE SIMPSON 11138A WITH 2-2X STUD V=3.62* 12*27/ 1000/2=.6K v=.6/6* 1000=100#P SHEAR WALL TYPE "W l V RM=.85*(6* 10+15* 1.33)*6^2/2=1.22K' USE SIMPSON HD2A WITH 2-2X STUD V=3.62*(12*27+31*36)/1000/2+.226* 12* 12/31=3.66K v=3.66/20.5 * I000=179#P SHEAR WALL TYPE "W 11" RM=.85*(6* 10+15* 1.33)*20.5^2/2=14.27K' USE SIMPSON HD2A WITH 2-2X STUD V=3.62* 16*40.5/2/1000+,226* 11=3.66K v=3.66/6*1000=610#P SHEAR WALL TYPE "WIT' RM=.85 *(16* 18+15 * 1.33+22 * 18/4)*6^2/2=6.22IV USE SIMPSON HD10A WITH 4X POST V=3.62*31 *36/ 1000/2+.226* 12* 19/31=3.69K v=3.69/ 18.5 * 1000=200#P SHEAR WALL TYPE "WI V RM=.85 *(16* 10+15* 1.33+22 * 11 /4)*3^2/2=.919K' USE SIMPSON HD2A WITH 2-2X STUD V=1.92+3.62/ 1000* 16*40.5/2=3.1 K v=3.1/9* 1000=345#/" SHEAR WALL TYPE "W 12" RM=.85 *(16* 18+15 * 16/2+22 * 2)*3.5^2/2=2.35K' USE SIMPSON HD6A WITH 2-2X STUD V=3.62* 15*32.5/2=.89K v--.89/4.5* 1000=198#P SHEAR WALL TYPE "WI V RM=.85*(13.5 * 16+22* 15/4)*4.5^2/2=2.56K' USE SIMPSON HD5A WITH 2-2X STUD C� J BAY BUILDING DESIGNERS 461 ARCHCOVE COURT, SANJOSE, CALIFORMA 951 I1 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEH 408-365-8718. Fs.. 408-226-9427 y, LINE 3 SHEAR WALL L=10+25.5=35.5' ALL. V=270#P O.K. OTM=(.176'(6.75/3+18)+.045' 10)' 10=40.15K' T=C=(40.15-11.56)/9 =3.19K @ LINE 4 SHEAR WALL L=15' ALL. V=260#P O.K. OTM=2.46' 10=24.6K' NO HOLDOWN REQUIRED @ LINE 5 @ DEN SHEAR WALL L=3.5'2=7' ALL. V=380#P O.K. OTM=(.285'(6.75/3+18)+.086' 10)'3.5=23.21 K' T=C=( 23.21-1.61)/2.5 =8.65K @ LINE 6 @ GARAGE SHEAR WALL LENGTH L=3.5' ALL. V=490'2=980#P O.K. OTM=2.87'8=22.97K' T=C=( 22.97-1.21)/2.5 =8.71 K SHEAR WALL FOOTING DESIGN: V=5.18+3.62'(16'40.5+12'27+15.5' 31)/2/ 1000=7.82K v=7.82/35.5'1000=221#P SHEAR WALL TYPE "W I I" RM=.85'(6' 18+15' 16/2+22'2)' 10^2/2=11.56K' USE SIMPSON HD5A WITH 2-2X STUD V=3.62'31'36/2/1000+.285'4.5'7/20.5=2.46K v=2.46/15'1000=165#P SHEAR WALL TYPE "W 11" RM=.85'(6'9+15'27/2)'15^2/2=24.52K' V=.285'7+3.62' 12'27/2/1000=2.59K v=2.59P1'1000=371#P SHEAR WALL TYPE "WIT' RM=.85'(16'8+15.11/2+22* 18/4)•3.5^2/2=1.61 K' USE SIMPSON HDIOA WITH 4X POST V=3.62'31'36/2/ 1000+.285'4.5' 13.5/20.5=2.87K v=2.87/3.5'1000=820#P SHEAR WALL TYPE "W 14" RM=.85'(16'8+(15+15)'7/2)'3.5^2/2=1.21K' USE SIMPSON HD10A WITH 4X POST SHEAR WALL @ MIDDLE OF BUILDING LINE: ALL OVERTURNING MOMENT @ SHEAR WALL RESISTED BY LONG CONTINUOUS FOOTING SHEAR WALL @ CORNER OF BUILDING: CONTINUOUS FOOTING ACTED AS A CANTILEVER BEAM @ CORNER OF BUILDING TO RESISTED UPLIFT FORCE DUE TO OVERTURNING MOMENT PROVIDE 244 BARS @ TOP AND BOTTOM OF FOOTING ASSUME BEAM SECTION 8" BY 30" As=.2'2=.4IN^2, Fy=40KSI, Fc'=2.5KSI, d=30-4=26" a=.4.40/(.85'2.5'8) =.941" mMn=.9'.4'40' (26-.941 /2)/ 12' 1.33=40.74K' O.K. FOR ALL SHEAR WALL @ FIRST FLOOR EXCEPT @ LINE D PROVIDE 245 BARS @ TOP AND BOTTOM OF FOOTING ASSUME BEAM SECTION 8" BY 30" As=.31'2=.621N^2, Fy=40KSI, Fc'=2.5KSI, d=30.4=26" a=.62'40/(.85'2.5-8) =1.46" 4)Mn=.9'.62040'(26-1.46/2)/12'1.33=62.51K' SEE NOTES ON SHEET SI LINE D ONLY • BAY BUILDING DESIGNERS 467 AR('BCOVF OURF, SAN J(1SE, CALIFORNIA 95111 JOB #: 99019 DATE: 05/16/99 CALCULATED BY: WENDY IISIEII 408-365-8718, Fax. 408.226-9427 .SHEAR IVALL SCHEDULE. W21 3/8" PLYWOOD CDX WITH 8d @ 6" O.C. EDGE NAILS 12" O.C. FIELD NAILS ALL. v=260#1' 2X BLOCKING BTWN RAFTERS W/ SIMPSON A35 @ 18" O.C. ALL. v=450* 12/18=300#P OR 16d @ 6" O.C. ALL. v=105* 12/6* 1.33=279#P 2X SILL PLATE WITH 16d @ 6" O.C. TO RIM JOIST W22 3/8" PLYWOOD CDX WITH 8d @ 4" O.C. EDGE NAILS 12" O.C. FIELD NAILS ALL, v=380#P 2X BLOCKING BTWN RAFTERS W/ SIMPSON A35 @ 14" O.C. ALL. v=450* 12/14=385#P OR 16d @ 4" O.C. ALL. v=105* 12/4* 1.33=418#P 2X SILL PLATE WITH 16d @ 6" O.C. TO RIM JOIST W 1 1 3/8" PLYWOOD CDX WITH 8d @ 6" O.C. EDGE NAILS 12" O.C. FIELD NAILS ALL. v=260#P 2X BLOCKING (BTWN FLOOR JOISTS) & 2X RIM JOIST W/ SIMPSON A35 @ 18" O.C. OR 16d @ 6" O.C. ALL. v=450*12/18=300#P OR ALL. v=105*12/6*1.33=279#P 2X SILL PLATE WITH 16d @ 6" O.C. TO RIM JOIST 2X MUD SILL PLATE WITH 5/8" (D ANCHOR BOLTS @ 48" O.C. ALL. v=810* 1.33/4=269#P W 12 3/8" PLYWOOD CDX WITH 8d @ 4" O.C. EDGE NAILS 12" O.C. FIELD NAILS ALL. v=380#P 2X BLOCKING (BTWN FLOOR JOISTS) & 2X RIM JOIST W/ SIMPSON A35 @ 14" O.C. OR 16d @ 4" O.C. ALL. v=450* 12/14=385#7 OR ALL. v=105* 12/4* 1.33=418#P 2X MUD SILL PLATE WITH 5/8" m. ANCHOR BOLTS @ 32" O.C. ALL. v=810* 1.33/32* 12=403#P W 13 3/8" PLYWOOD CDX BOTH SIDES WITH 8d @ 4" O.C. EDGE NAILS 12" O.C. FIELD NAILS ALL. v=380*2=760#P 2X BLOCKING (BTWN FLOOR JOISTS) & 2X RIM JOIST W/ SIMPSON A35 @ 7" O.C. ALL. v=450*12P/=771#P 4X MUD SILL PLATE WITH 5/8" (P. ANCHOR BOLTS @ 16" O.C. ALL. v=810* 1.33* 12/14=923#P W 14 3/8" PLYWOOD CDX BOTH SIDES WITH 8d @ 3" O.C. EDGE NAILS 12" O.C. FIELD NAILS ALL. v=490*2=980#P 2X BLOCKING (BTWN FLOOR JOISTS) & 2X RIM JOIST W/ SIMPSON A35 @ 5" O.C. ALL. v=450*12/5=1080#P 4X MUD SILL PLATE WITH 5/8" (D. ANCHOR BOLTS @ 12" O.C. ALL. v=810* 1.33=1077#P n U Id i Title 24 Report for: Teng Residence 22038 McClellan Rd., Cupertino, CA Project Designer: Fang Design 868 So. Blaney Avenue Cupertino, Ca 95014 IAAY 2 5 1999 Report Prepared By:,,,,,, 'ioN 1)EJIARTh1ENT Yu -Jar Chen ,Irt aF CUPERTIN0 Brigid M. Chen 44945 Washo Ct. Fremont, CA 94539 (510) 438-9458 Job Number: Y BJ9906 • Date: 5/9/99 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1995 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft. Ilc (415) 883-5900. EnergyPro 1.0 By EnergySom -. _ _ - __ _ _ Job Number BJ9906 _ , __ - - _ User Number 4060 - __ Cover Page Table of Contents Form CF-1 R Certificate of Compliance • Form MF-1 R Mandatory Measures Checklist Form C-2R Computer Method Summary HVAC System Loads Summary -- EnergyPm 1.0 _ By EnMKy _ _ Job Number BJ9908 User Number 1 2 3 5 6 9 Certificate of Compliance: Residential (Part 1 of 2) CF-1 R Teng Residence 5/9/99 Project Title Date 22038 McClellan Rd., Cupertino Project Address Building Permit S Brigid M. Chen (510) 438-9458 Plan Check l Date Documentation Author Telephone Computer Performance 4 Field Check l Date Compliance Method (Package Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 3,722 ft2 Building Type: (check one or more) X Single Family Detached (SFD) Addition Alone Single Family Attached (SFA) Existing Building Multi -Family Existing Plus Addition Front Orientation: (Northwest) 315 deg Number of Dwelling Units: 1.00 Floor Construction Type: Raised Floor BUILDING SHELL INSULATION Const. Component Assembly Location/Comments Type U-Value (attic, to garage, typical, etc.) R-19 Floor (F.19.2x8.16) 0.038 Exterior Floor / Over Crawlspace (w/R-6 Credit) R-30 Roof(R.30.202.16) 0.035 Exterior Roof R-13 Wall (W.13.2x4.16) 0.088 Exterior Wall Solid Wood Door 0.387 Exterior Door R-19 Floor (F. 19.2x8.16) 0.049 Exterior Floor / Over Open Space R-19 Roof (R.19.2xB. 16) 0.051 Exterior Roof FENESTRATION Shading Devices Fenestration Area Fares. # Interior Exterior Overhang Side Fins Framing Orientation (SF) U-ValuePanes (roller blind, etc.) (shadescreen, etc.) Yes / No Yes / No Type Front (Northwest) 170o 0.51 2 Standard Drape Standard Bug Screen X X Vinyl Leff (Northeast) 120o 0.51 2 Standard Drape Standard Bug Screen X X Vinyl Rear (Southeast) 342.0 0.51 2 Standard Drape Standard Bug Screen X X Vinyl Right (Southwest) 107.0 0.51 2 Standard Drape Standard Bug Screen X X Vinyl Skylight 17.0 0.68 2 None Specified None Specified X X Metal THERMAL MASS Type/Covering (slab/tile, etc.) Tile in Mortar EnergyPm 1 0 BY EnerpySolt Exposed Area Thickness Yes / No (SF) (inches) Location / Description (kitchen, bath, etc.) X W 1.50 / Interior Mass User Number 4066 Job Number BJ9906 Page 3 of 9 Certificate of Compliance: Residential (Part 2 of 2) CFA R Teng Residence 5/9/99 Project Title Date HVAC SYSTEMS Note: Input Hydronic data under Water Heating Systems. Distribution Heating Equipment Minimum Type (furnace, heat Efficiency Type and Location Duct or Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts/attic, etc.) R-Value Type Comments Furnace 0.800 Ducts in Crawl 4.2 Setback Res HVAC - Furnace 0.800 Ducts in Attic 4.2 Setback Res. HVAC Cooling Equipment Minimum Type (air conditioner, Efficiency Duct Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments Split Air Conditioner 10.200 Ducts in Crawl 4.2. Setback Res HVAC Split Air Conditioner 10.200 Ducts in Attic 4.2 Setback Res. HVAC WATER HEATING SYSTEMS Rated' Tank Energy Fact.' Standby ' Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Loss (%) R-Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency or Pilot Int. Ext. A.O.Smith FSG-75.230 Small Gas Standard 1 75.000 74 0.48 Na Na 12.0 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water healers (rated input > 75000 Btufhr), list Rated Input. Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, Pilot and Recovery Efficiency. SPECIAL FEATURES / REMARKS (Add extra sheets If necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author, 7 _ Name: Name: Yu -Jar Chen Title/Firm: Fang Design Title/Firm: Brigid M. Chen Address: 868 So. Blaney Avenue Address: 44945 Washo CL Cupertino, Ca 95014 Fremont, CA 94539 Telephone: Telephone: (510) 438-9458 Lic. (signature)(dale (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: (signature) (date) EnergyPro 1 0 By EnergySoft User Number. 4066 Job Number BJ99M Page 4 of 9 Mandatory MeasureRhecklist: Residential MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated Into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNERI ENFORCEMENT Building Envelope Measures X '4150(s) Minimum R-19 ceiling insulation ' § 150(b): Loose fill insulation manufacturer's labeled R-value. • - -------4----------- - - - X '§ 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). �- X '§ 150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 4150(I): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission - rate no greater than 2.0 perm/inch.--- --- —�— - ---- X §118. Insulation specified or installed meets California Energy Commission quality standards. Indicate I ; type and form. X §116-17: Fenestration Products, Exterior Doors and InhltratiaNExfiltration Controls ---- - ---i— --_ a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U-value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. (------------ ----, §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. _ 1. Masonry and factory -built fireplaces have: ICI 1. Closeable metal or glass door 2. Outside air intake with damper and control 3. Flue damper and control !� 2. No continuous burning gas pilots allowed. I ----- Space Conditioning, Water Heating and Plumbing System Measures j §110-13. HVAC equipment, water heaters, showerheads and faucets certified by the Commission. i---- ----I §150(h)l.: Heating Systems must meet the minimum heating capacity required by UBC Section 310.11. �I I X §150(i): Setback thermostat on all applicable heating and/or cooling systems. i X §1500): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation j I blanket (R-12 or greater) or combined interiorlexterior insulation (R-16 or greater). 2 First five feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees F insulated. 5. Piping insulated between heating source and indirect hot water tank. `X 1150(m): Ducts and Fans 1. Duds constructed, installed and sealed to comply with current UMC requirements; duds insulated to a minimum installed value of R4.2 or ducts enclosed entirety within conditioned space. 2. Exhaust fan systems have back draft or automatic dampers. " 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. — . §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78 % thermal efficiency, on -of switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. X §115: Gas -fired central furnaces, pool heaters, spa heater or household cooking appliances have no Non cooking appliance with pilot < 150 Btu/hr.) continuously burning pilot light. (Exception: -electrical --!' - Lighting Measures X §150(k): 40lumenstwaft or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures are IC (insulation cover) approved.___- EnergyPro 1 0 By EnergySoh User Number 4066 - Job Number. BJ9906- _ - _ .Page 5 of 9 Computer Method Summary (Part 1 of 3) C-2R Teng Residence Date 5/9/99 Project Title Standard Proposed Compliance Source Energy Use (kBTU/sf-yr) Design Design Margin Space Heating 12.46 10.34 2.12 Space Cooling 6.80 7.15 -0.34 Domestic Hot Water 7.02 7.59 -0.57 Totals 26.28 25.08 1.21 COMPLIESBUILDING GENERAL INFORMATION Compliance Method: Computer Performance Number of Stories: 2 Climate Zone: 4 Floor Construction Type: Raised Floor Conditioned Floor Area: 3,722 Total Conditioned Volume: 31,922 Building Type: Single Fam Det Conditioned Footprint Area: 2,506 Building Front Orientation: (Northwest) 315 deg Slab Floor Area: 0 Number of Dwelling Units: 1.00 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type___ __ Hgt. Area Res HVAC _ _ -. -- 3,722 31,922-1.00.. - - Conditioned _ Setback..- —8 nra 0.00. Conditioned Setback_- -._.8 _.nla Res. HVAC Solar OPAQUE SURFACES Act Gains Y / N Form 3 Reference Location / Comments Type Area U-Val. Azm. Tilt, - - - Floor 2,146 0.049. _0 180 X R-19Floor 1F_192x8.16) 1st FloorZbne 0 R-30Roo((R-30.2u12.16)__ lslFloorZone Roof 634 0.035 - 0 Wall 612 0.088 _315 _90 R-13 Wall_(W-132x4.16) _ 1stFloorZone_ Door 48 _ 0.387 315 90 ...; Solid.WoodDoor -__.. -.- -IsiFloorZone R 13 Wall (W.1320-16)- - -- ---- _SstFloarZone_--- Wall 502 - 0.088 -- 45 __.90 Wall 457 0.088 - 135 90 R-13 Wall- (W.112M.16)-- - __ AstFloorZone_ -_ Wall 305 0.088 -. 225 -90 R-13Wall__(W-1320.16). _.. ..- -1st Floor Zone _ Floor 360 0.049 0 180 X R-19 Floor(F_19.2x8.16) ._ - 2nd Floor .Zone - Roof 138 0.051 0 18 R-19 Roof (R-192x8.16) 2nd Floor Zone _ Roof 1.421 0.035 0 0 R-30 Roof(R.30.2xl2.16) __ _ 2nd Floor Zone Wall 191 -0.088 315 90 R-13Wall -.(W-13.2x4.16)._.. - 2nd Floor Zone Wall 118 0.088 45 90 ,. R-13Wall..(W-13,2M.16)-- 2nd Floor Zone - - _--. - Wall 231 0.086 __ 135 _ 90 R-13Wall (W_13.20,16)._ 2nd Floor Zone___ - Wall 316 0.088 _ _225 90 R-QW311-(W-13.2x4.16)_ 2nd FloorZone .- EnergyPro 1 0 By EnergySoft User Number 4066 Job Number BJ9906 Page 6 of 9 • COMPUTER METHOD SUMMARY (Part 2 of 3) C-2R Teng Residence 5/9199 Project Title Dace FENESTRATION SURFACES Dividers Act. Glass Location / # Type Area Frame Yes I No _ U-Val. Azm. Tilt Only Comments 1 Window Front (Northwest) 111_➢ -..Vinyl X Vinyl X 0.51➢ - 315- 90 _0-88 ]st.Floor .Zone .- 0.88 Zone,_..__- 2 Window Left (Northeast) 3 Window Rear, (southeast) 1200 _2490 Vinyl X'. '. -0510 4510. __-45_ _135_ _90 _40 _1st -Floor _0atl 1SLFIgo20ne__ a Window Right (Southwest) 09.0 Vinyl_.-, X 1 x Q-510 _ 225 90_ 0 _088 _t at Floor Zone_. Q 86 2nd FIQorZone 5 Skylight ..Front _ (North) 6 Window Front_ _._ 17.0 Metal - __59.0_ ._ Vinyl_ X: ~ _0:5s0_ _0.510_ 315. __.. - 90. _1,08- 2rldfloorZona. - -_- _(Northwest) 7 Window _ Leff (Northeast) 0.0_ Vinyr X, ~ 930 _0.510 0.510 _ _45, 135 _ _90 90 -0.88 2n1FloorZone__ 088 2ndFloorZone — 8 Window Rear (Southeast) 9 Window Right (Southwest) _Vinyl_ 38.0 VMYI x' 0510- 225. 90 _088 2ndfloor-Zone - -- ---- INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Interior Shade Type SC Exterior Shade Type__-SC_Hgt -VVd,Len-HgLLExIRExLDist_Len-ligLDisLLen_Hgt. 1 Standard Drape 0.78 Standard Bug -Screen — _ -47 __-_- 2 Standard. Drape_ _0.78 Standard Bu Screenn__. 087_ 3 Standard Drape_ .._ 0.78 Standard Bug Screen _. _ 0_87__-- 4 Standard Drape_ __ -078 Standard Bug_Screen__...__._ 0,87_---- 5 None Specified_ None Slle_ified ----- -_ .--- .. __-- --- -- -- --- -- -- -- --- - - 6 Standard Drape . _ _ .... _ _0.78 Standard Bu9screen __ _- 7 Standard Drape __...- 0.78 StandaM_Bug_Srreen_ 0:87__- 8 Standard Drape -_.._. 0.78Standard BugScreen-_ _ -0.87_ _. 9 Standard Drape 078Standard_BugScreen ___- 087 EnergyPro 1.0 _ By- EnerpySoft _. _ User Number 40(18 Job Number BJ9906 - --._ _ Page 7 of 9 - —___-- � s COMPUTER METHOD SUMMARY (Part 3 of 3) C-2R Teng Residence 5/9/99 Project Title _ Data THERMAL MASS Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R-Val. Comments Tile in Mortar 146 1.50 24 0.67 n/a 0 1st Floor Zone / Interior Mass PERIMETER LOSSES - F2 Insulation Type Length Factor R-Val. Depth Location / Comments HVAC SYSTEMS Heating Equipment Type (furnace, heat Minimum Distribution Type Efficiency and Location Duct Thermostat Location / Comments pump, etc.) (AFUE/HSPFXducts/attic, etc.) R-Value Type Furnace 0.800 Ducts in Crawl 4.2 Setback Res HVAC Furnace o.Boo Ducts in Attic 42 Setback Res. HVAC Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Type (air conditioner, Minimum Duct Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R-Value Type Comments Split Air Conditioner 10.200 Ducts in Crawl 4.2 Setback Res HVAC Split Air Conditioner 10.200 Ducts in Attic 4.2 Setback Res. HVAC WATER HEATING SYSTEMS Rated Tank Energy Fact' Standbys Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Loss (/ R-Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency or Pilot Int. Ext. A.O Smith FSG-75-230 Small Gas Standard 1 75.000 74 0,48 n/a Na 12.0 I For small gas storage (rated Input — 75000 Blu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated Input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, Pilot and Recovery Efficiency. SPECIAL FEATURES / REMARKS (Add extra sheets if necessary) EnergyPm 1 0 By EnergySoft User Number 4066 Job Number: BJ9906 Page a of 9 PROJECT NAME DATE 5/9/99 Teng Residence SYSTEM NAME FLOOR AREA 3,722 Res HVAC ENGINEERING CHECKS SYSTEM •.. / COIL COOLING PEAK COIL HTG. PEAK Number of Systems CFM Sensible Latent CFM Sensible Heating System output per System 53.000 Total Room Loads 2,310 57,237 -3.198 1,586 59.806 Total output(Stuh) 53,000 Return Vented Lighting 0 . output (Btuh/sgft) 14,2 Return Air Ducts 2,862 2.990 Return Fan o 0 Cooling System Output per System 34,000 Ventilation 0 0 0 0 0 Total Output(Btuh) _ 34,000 Supply Fan l Su o - 0 Total Output (Tons) 2.8. Supply Air Ducts 2,862 _ 2.990. Total output(Btuh/sgft) -.. ..._-1,313.E 9.1 TOTAL SYSTEM LOAD 62,961 •32198 65,787 Total output(sgft/Ton) Air System EQUIPMENTHVAC SELECTION CFM per System - 1,300 '. BDP COC. 561AJ036-' 30.719 0 53.000 Airflow (cfm)- - 1,300 Airflow (cfmisgft) - 0.35 - - Alrflow(cfm/Ton) - 458.8 - - Total Adjusted System Output 30.719 0 53,000 Outside Air (%) 0.0 (Adjusted for Peak Design Conditions) - - - - - - Outside Air (cfm/sgft) 0.00 TIME OF SYSTEM PEAK _ Aug 2 pm Jan 12 am. Note: values above given at ARI conditions 280OF 679OF 6790F '150"F Supply Air Ducts O Outside Air 102 9 OF 0 Cirri Supply Fan Heating Cod - ROOMS 1300 cfm 70 0 OF 4 OF Return Air Ducts i ._ �00;605OF P90506OF 550/519OF © Supply Air Ducts Outside Air OF - 0 cfm Supply Fan Cooling Coil 57 0 / 52 8 1300 cfm 33.8% RH ROOMS 780/599 Return Air Ducts E—gyPro 10 By EnergySolt User Number 4066 Job Number BJ9906 Page 9 of 9 ING & ASSOCIATES, INC. GEOTECHNICAL ENGINEERS Project No. 1 554 28 April 1999 r Mr. and Mrs. Julius Teng c'o Mr. Dick Fang 968 South Blancy Avenue Cupertino, CA 95014 Subject: GEOTECIINICAL INVEs,rIGATION MAY z 5 1999 Proposed Teng Residence ROG. INSPrrTION f1E:P!MTtA;-T 22038 McClellan Road UtYOF CUPWINC Cupertino, California Dear Mr. and Mrs. Teng: In accordance with your authorization. Wayne Ting &Associates, Ine. (W'I'fU) h;rs completed a soils investigation at the subject site for the proposed development. The purpose of this study was to investigate the site conditions and obtain geotechnical data for use in the design and construction of the proposed development. 'I he scope of this investigation included the following: a. A site and area reconnaissance by the project manager. b. The excavation, logging and sampling of I exploratory boring. C. 'rhe review ol'the geotechnical report on the adjacent project. d. 'I'he laboratory testing of selected soil samples. e. A soil engineering analysis of the data and information obtained. f. The preparation and writing of this report which presents our findings. conclusions - and recommendations. Our findings indicate that the proposed development is feasible front a geotechnical cnginceri 1. standpoint provided the recommendations in this report are carefully litllo\ecd. SITE LOCATION AND DESCRIPTION l he subject lot is located to '_'2(138 McClellan Road in Cupertino. C:dilornin. It is hounded to the east by McClellan Road. The surrounding lots. located north, south, and west of the site. are developed with single family residences. An existing residential structure is present on the subject r site. This structure will be demolished and removed. r. 44360 S. Grimmer Blvd. • Fremont, CA 94538 • Tel: (510) 623-7768 • Fax: (510) 623-7861 • E-mail: wting96272U^aol. • Project No. 155-1 28 April 1999 FIELD INVF.STICATION Our field investigation was conducted on April 26, 1999 and consisted of a site reconnaissance by the project manager and the excavation of one 13.5-foot deep exploratory boring using a truck mounted drill rig with a 4-inch solid stem auger. The approximate location of this boring is shown on the Site Plan, Figure I. The soils encountered during the excavation operations were continuously logged in the licld. obtained by dynamically driving a 3.0 inch outside diameter Relatively undisturbed samples were Modified California Samplerwith a 140-pound hammer falling 30 inches. Samples were then sealed and returned to the laboratory for testing. LABORATORY TESTS C'LASSIFIC'A7ION The field classification of the samples was visually verified in the laboratory in accordance with the Unified Soil Classification System. These classifications arc presented in the boring log, Figure 2. d I U 64T UIZ F. -D ENSI'IY The natural moisture contents and/or dry weights were determined lm selected samples obtained during our field investigation. This data is presented in the aforementioned boring log. SUBSURFACE, SOIL CONDITIONS 'fhe following soil descriptions were derived from our site reconnaissance and from the information and samples obtained from our exploratory boring. Detailed descriptions of the materials encountered in the exploratory boring are presented on the Boring l.og, Figure 2. Boring 1, located at the front yard of the existing structure, encountered 5.0 feet of very moist, soft to firm, medium brown sandy silt with gravel, followed by moist and medium dense, brown silty sand with gravel to the maximum depth explored of 13.5 feet. Soft materials were encountered in the upper 1.5 feet. No free groundwater was encountered in the exploratory boring at the time of die field study. however, fluctuations in the groundwater table are anticipated to vary with seasonal rainfall. -"his boring was backfilled on the date of excavation. SEISMIC CONSIDERATIONS r Based on our site study, it is our opinion that the primary geologic hazards affecting the site arc seismically induced ground shaking and liquefaction. The San Fr ncisco Bay Arca is rccognircd I,y Projc4t No. I554 28 April 1999 geologists and seismologists as one of the most active seismic regions in the United States. I lie significant earthquakes which occur in the Bay Area arc generally associated with crustal movements along well defined active fault zones. These fault zones include the San Andreas Fault, located approximately 3.6 miles southwest of the site, and the Monte Vista Fault, located 800 feel soutl»pest of the site. Therefore, the potential for surface fault trace rupture is considcrcd to be negligible. We anticipate the proposed developments will be subjected to moderate to high ground shaking during the lifetime of the structures. Damage resulting from earthquakes is not necessarily related directly to the distance From the Iault. More important than distance, are the foundation materials upon which structures arc to be built. If structures are not located across the trace of the fault, are located on structurally competent materials and are designed with state -of the -art seismic considerations, the probability ofcontinued usefulness after an earthquake is relatively good. LIQUEFACTION UEFACTION POTENTIAL I:VALUA'I'ION Soil liquefaction is a phenomenon in which saturated (submerged) cohesionless soils can be subjected to a temporary loss of strength due to the buildup pore water pressures, especially as a result of cyclic loadings such as induced by earthquakes. In the process, the soil acquires a mobility sufficient to permit both horizontal and vertical deformations, if not confined. Soils that are ]'lost susceptible to liquefaction are clean, loose, saturated, uniformly graded, fine sands. Based on our review of this data and the boring log, it is the opinion of WTAI that the probability of liquefaction of the silty sand with gravel underlying this site is low. DISCUSSIONS CONCLUSIONS AND RECOMMENDATIONS GENERAL CONS 11)ERATIONS 1. Based on the results of our investigation, WTAi concludes that the subject site is geotechnically suitable for the proposed single family residential developments. 'i'he proposed building can be A constructed provided the recommendations presented in this report are incorporated into the project plans and specifications. 2. It is recommended that WTAI be given the opportunity to review the grading and lot"'Ll lion plans and specifications so that comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. 3. It is further recommended that WTAI be retained for testing and observation during grading :rod foundation construction phases to help determine that the design requirements are fulliIled. Our firm Should be notified at least two working days prior to grading and/or foundation operations on the ' property. P J A YNE TIAG R : ISSOCIA MV, LN C- • Project No. 1554 28 April 1999 4. Any work related to the grading and/or foundation operations perfirrmal without the direct observation of WTAI will cause the recommendations of this report to be invalid. SITE PREPARATION AND GRADING 5. Prior to grading, the proposed structure and pavement areas should be cleared of al I obstructions and deleterious materials. After clearing, these areas should be stripped ofall organic topsoil. It is estimated that stripping depths of 4 to 6 inches may be necessary. I lowever, final stripping depths should be determined by WTAI in the field. The predominantly organic material from the stripping should be removed from the site. Materials generated from the excavation may be used as engineered fill with the approval of WTAI provided they are not contaminated by debris. 6. After completion of the stripping, the top 8 inches of exposed native ground should he scarf lied. After scarifying, it should be watered or aerated as necessary to bring the soils to a moisture content to 2 percent above the optimum moisture amount. The subgrade should then be uniformly recompacted to a minimum degree of relative compaction of 90 percent of the maximum dry density as determined by ASTM D 1557-91 Laboratory "rest Procedure. 7. Following recompaction of the native subgrade soils, the site may be filled to the desired finished grade using suitable on -site native soil. All fills should be placed in lifts not exceeding 8 inches in uncompacted thickness and compacted to the abovementioned compaction requirements. All soils disclosed during our investigation, except those within the top lew inches of organically contaminated material, will be suitable for use as engineered fill. FOUNDATION 8. The proposed single family building can be satisfactorily supported on a spread footing foundation system provided that the site is prepared as previously recommended. 9. 'I'he site is located in '!_one 4 and seismic source type A according to 1997 version of the Unilirrm 13uildingCode (UI3C). A soil profile type S,i ('fable 16-J of 1997 UBC) should be utilized fir design the structures. 10. 'file footings should be designed for allowable hearing pressures of 1.800 p.s.f. clue to dead loads, 2,300 p.s.f. due to dead loads plus design live loads, and 2,700 p.s.l'. due to all loads wwhich include wind or seismic forces. The bottom of the footings should be founded at least 18 inches below the lowest adjacent pad grade (trench depth). Footings should be reinforced using a minimum of one No. 4 bar at the top and one No. 4 bar at the bottom. Additional reinforcement will be determined by the Structural Engineer. 11. The available resistance to lateral loads when utilizing spread footing is limited to sliding r resistance along the base of the footing. Sliding resistance between the base of the tooting and the underlying soil may be taken as a friction value of0.30. • Project No. 1554 28 April 1999 SLAB ON GRADE 12. To reduce the potential cracking of the concrete slab. the following recommendations are made: a. Due to the existing upper 18-inches of soli, the upper 12 inches of' subgrade should be overexcavated and replaced with engineered fill. The lilt should be compacted according to the recommendations provided in Itch G of this report. b. Slab -on -grade should be underlain by at least four inches of granular material such as 3/4 inch clean crushed rock act as a cushion and capillary break between the subsoil and the slab. C. The concrete slab should not be doweled into the perimeter foundation and should be structurally reinforced using at least No. 4 bars at 18-inch on -centers to reduce cracking. Additional reinforcement should be as specified by the Structural Engineer. d. Slabs at garage dooropenings should be constructed with a thickened edgeextending a minimum of 8 inches into the native ground or compacted fill. GENERAL CONSTRUCTION REQUIREMENTS 13. All grading must be adjusted to provide positive drainage away from the structure to prevent ponding of water in or near the building. 14. Roof drainage should be collected by a system of gutters and downspouts and discharged by adequate piping to carry storm water away from the structures. 15. Flower beds and planting areas should not be constructed along the building perimeter. II'111ey are constructed, it is recommended that drought resistant foliage requiring minimal irrigation he installed. 16. All trench backfill in driveway area and under the structures should be compacted to at Icast 90% relative compaction. Where the utility lines pass through the pavement areas, the top G inches of the subgrade should be compacted to 95—o. 17. Backfill of utility trenches extending under the building area should be properly compacted to ensure against water migration underneath the structure. LIMITATIONS AND UNIFORMITY OF CONDITIONS 18. Every effort has been made to properly evaluate the subsurface conditions at this site based on the samples recovered from the test boring and the results of laboratory tests on these sanylcs. ule�...c..�,.r.�un,i...i...,, Pro.jcct No. 1 �5 4 28 April 1999 1 lowever, it must be recognized that the conclusions reached in this report were based on conditions at the boring location. Our professional services, findings, and recommendations were prepared in accordance with generally accepted engineering principles and practices. No other warranty. expressed or implied, is made. 19. The conclusions and recommendations contained in this report will not be considered valid after a period of two (2) years, unless the changes are reviewed and conclusions of this report modified or verified in writing. 20. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to ensure that the information and recommendations contained herein are brought to the attention of the Architect, Engineer, and Contractor for the project and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. Shoidd you have any questions relating to the contents of this report, please contact our off ice at your convenience. very truly yours, WAYNE TING & ASSOCIATES, Wayne L. Ting, C.E. d Principal Engineer Copies: 3 to Mr. and Mrs. Julius Tcng IP4 YAT TING & : LSISOCLITF:S. GAY. Project No. 155-4 28 April 1999 Appendix A Site Plan. Figure I Boring Lou, Figure 2. 7 W/I YN1: T/NG & XKVOCIATEV, INC Ilz,j��cl IIfP . ,I I �, 1,4-;. I -L;in E-s�J, Lul,r•rtirn'��•nu,� . _ ING & ASSOCIATES, INC. GEOTECHNICAL ENGINEERS McClellan Road 31TE PLAN Scala. Ilo Seal,• I 17',.'.. !': • � 2I)�ii 1, 1r.Glell ,n f;(ad, Gips, ralifor niai Projr,Ile l — Description 0 9 a, U) LL_ LL, i'. -• c.: n. f:rrnark�> 1:- :i- @ o tr) c w5l rown San y oll WIL5 gravel, very moll ancl ML I Soft " becamefirm 1-1 3 5 103.6 13.7 _ q 5w/ 1.1celium brown 61 ty gana with grave. moist an t; medium dense 5F / 1-2 15 121.6 6.b d 9 10 11 12 1-3 26 124.3 b.9 13 ermma a e 14 I _> I� No groundwater encountered 1 i 15 19 2 21 22 23 2b r WAYNE ING & BORING LOG NO. 1 Figure No. 2 TASSOCIATES, INC. --- --- -- --- . - - GEOTECHMMAL ENGINEERS Date Drillyd 25 April 1999 C;y: M.L. Fagr Na. 0 • - RESOLUTION NO. 00-135 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO ACCEPTING QUITCLAIM DEED AND AUTHORIZATION FOR UNDERGROUND WATER RIGHTS FROM JUNG LIN JULIUS TENG AND CHUEN MEEI Y. TENG, 22038 MCCLELLAN ROAD, APN 356-05-037 WHEREAS, Jung Lin Julius Teng and Chuen Meei Y. Teng have executed a "Quitclaim Deed and Authorization", which is in good and sufficient form, quitclaiming all their rights in and authorizing the City of Cupertino, County of Santa Clara, State of California, to extract water from the underground basin, underlying that certain real property situate in the City of Cupertino, more particularly described as follows: All that certain real property situate in the City of Cupertino, County of Santa Clara, State of California, as shown and delineated on the attached Exhibits "A" and "B". NOW, THEREFORE, BE IT RESOLVED, that the City of Cupertino accept said "Quitclaim Deed and Authorization" so tendered; and IT IS FURTHER RESOLVED that the City Clerk is hereby authorized to record said "Quitclaim Deed and Authorization" and this resolution. PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino this I` day of May, 2000, by the following vote: Vote Members of the City Council AYES: NOES: ABSENT: ABSTAIN: ATTEST: APPROVED: City Clerk 0 Mayor, City of Cupertino QUITCLAIM DEED AND AUTHORIZATION FOR UNDERGROUND WATER RIGHTS APN 356-08-037 22038 McClellan Road Jung Lin Julius Teng and Chuen Meei Y. Teng, hereinafter referred to as the "GRANTOR', this13%day of tt,4�2000, hereby grant, bargain, assign, convey, remise, release and forever quitclaim ur,.:o the CITY OF CUPERTINO, a municipal corporation, hereinafter referred to as the "GRANTEE", its successors and assigns, all the right, title, interest, estate, claim and demand, both at law and in equity, and as well in possession as in expectancy of the GRANTOR as owner of that certain real property situate in the County of Santa Clara, State of California, and specifically described as follows: SEE ATTACHED EXHIBIT "A" & "B" to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley for beneficial use upon the lands overlying said underground basin, and GRANTOR hereby irrevocably authorized GRANTEE, its successors and assigns, on behalf of the GRANTOR and its successors in ownership or overlying lands in the said lots to take from said underground basin within the said lots any and all water which the owner or owners of said overlying lands may be entitled to take for beneficial use on said lands and to supply such water to such owner or owners or others as a public utility; provided, however, that nothing contained in this instrument shall be deemed to authorize GRANTEE to enter upon any of the lots delineated upon the above described map or to authorize GRANTEE to make any withdrawal of water which will result in damage to any building or structure erected upon said lots. • • This assignment, conveyance and authorization is made for the benefit of lots within the above described plat and description and shall bind the owner of said lots within said plat and description. IN WITNESS WHEREOF, GRANTOR has executed this instrument the day and year first above written. (Acknowledgment and Notarial Seal Attached) OWNERS: in Julitis� eng (--iieln Meei Y. Teng / -7,4 -3 �N LOT Se i a- P"MAPS 2 l I� I00.12 N ?-s,4 W W N o 9a12 L 9 T56-A 90 j2 tp 0 N f` u 25' 4 i3 kA b LINDA VI 5 7A DR. I F!q 0 C1331a CF C • r L_ EXH/6/ T ".5" PLAT OF QUITCLA W DEED FOR UNDERGROUND WATER RIGHTS TQ THE CIT`( OF CfUPER T MO CAL I F O;Z LJ I A AUGUST 4) 1559 APtI: 356--08 -0-57 22,038 Mc CLELLAK RD Ij, EXHIBIT "A" e DESCRIPTION OF LAND FOR QUITCLAIM DEED FOR UNDERGROUND WATER RIGHTS All that certain real property situated in the City of Cupertino, County of Santa Clara, State of California, being all of Lot 56 and a portion of Lot 56-A of "MAP OF COLONY TRACT MONTE VISTA" which map was filed on Records, moreApril 11, 7partiicularly described in Book "pl, of Maps tasage 21, Santa Clara County follows: Beginning at the most westerly corner of said Lot 56; Thence along the southwesterly line thereof, N25°48'W 100.12 feet to the most westerly corner thereof; Thence along the northwesterly line of said Lot 56, N64'12'E 25.00 feet; Thence along the southwesterly line of Lot 56-A, N25'48'W 90.12 feet to the southeasterly line of McClellan Road, as said line existed an or prior to August 1, 1999; Thence along said line of said Road, N64'12'E 25.00 feet; Thence along the northeasterly line of said Lot 56-A, S25°48'E 90.12 feet; Thence along the northwesterly line of Lot 56, N64°12'E 50.12 feet to the most northerly corner of said Lot; Thence along the northeasterly line of said Lot 56, S25148'E 100.12 feet to the most easterly corner thereof; Thence along the southeasterly line thereof, S64'12'W 100.12 feet to the point of beginning. Containing 0.282 of an acre, mare or less. Refer to EXHIBIT "B", PLAT, which is hereby made a part a' - this description. APN: 356-08-037 Address: 22038 McClellan Rd., Cupertino ••. i7L-S' CALIFORNIA ALL-PURPOSE ACKNOWLEW;NIEN-1 State of California Count of Santa Clara Un \larch 11. 1-000. before. me. Yvonne L. f;elle\. \,oiar� I'Uh11C. Iter.,ninll.\:y';":cn„i .lung Lin .lulius Tens. proved to me on the basis of satisfactun evidence. to he the )ei ..11 1 whose ggtne(s) is/are subscribed to the within instrument and acknot\led_Cd to me than they executed the same in his/her/their authorized cn acin(s) and that b\ his hernhCir .ien:curet. Ion the instrument the person(s), or the entity upon behalf of -hich the person sl aCled. CWCUIrd the instrument. WITNESS my hand and official seal. Sigriature of Notary OPTIONA YVONNE L. KELLEY NOTARY PUBLIC • a 116107 UM NU COMMISSION 111UNTY 6ANTA CCOUNTY My Comm. Exp. Nov. 0, 2001 Though the data below is not required by law, it may prove Valuable to persons) rely in_ on the document and could prevent fraudulent re -attachment of this firm. I CAPACITY CLAIMED BY SIGNER Individual Corporate Officer -PARTNERS 2 LIMITED =GENERAL TRUSTEE(S) GUARDIAWCONSERVATOR OTHER DESCRIPTION OF ATTACHED DOCUMENT Aereetnent TITLE OR TYPE OF DOCUMENT ATTORNEY IN FACT 4 NUMBER OF PAGES March 13.2000 DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON OR ENTITY: Jung Lin Julius Teng 0 0 0 • 0 CALIFORNIA ALL-PURPOSE A('KNONN LEU(;MI:N" f State of California County ot'Santa Clara On March 13. 2000. before. me. Yvonne I_. KeIICN. Notary Public. persunall, ;11,In:uvJ Chuen Nleei Y. Ten!_. proved to me on the basis of satisfactory evidence. to he 111C 11cl,o ,l v whose nam (s) is are subscribed to the within instrument and acl:no,�Ie l_e.l t nl: u,.0 Ih executed the same in Iris-1 'their authorized ea )acit (S) and 111M by hiN h�•r Iheir en:nur I gill the instrument the } ersi_n(s). or the entity upon bCI1aI1'0l' \\ hieh thr instrument. WITNESS my hand and official seal. � k'rx u_ _,c.L.t,l' Sicnature ol'Notary 7 NOTARY PUBLIC - CALIFORNIA 4 COMMISSION Y 1161077 [_ SComm.COUNTY My ComrW Exp. Nov. 8. 200t oPTIONA 'hhoueh the data below is not required b\ I:ny. it mad prop r -It'.1hle to PO Mrs' r.•I, III_ 011 III: document and could prevent fraudulent re -attachment of this loam. CAPACITY CLAIMED BY SIGNER DESCRIPTION AP ATTACHED DOCI'111;N1' = Individual - Corporate 01ficer Aereement TITLE OR'rl'Pf_ OI DOC•UMGN I PARTNERS LIMITED G GENERAL ATTORNEY IN FACT TRUSTEE(S) GUARDIAN/CONSERVATOR 4 OTHER NUMBER OF PAGES March 13.2000 DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON OR ENTITY: Chuen Meei Y. Tene > PERMIT CUPERTINO SANITARY DISTRICT Santa Clara County 20065 Stevens Creek Blvd.. Bldg C. Fax (408) 253-5173 Cupertino, California 95014 Phone (408) 253-7071 CONNECTION PERMIT R.O.S./P.M./Tract No. Lot No. A.P.N.: Book-F:�f C: PagedParcel ^' -, Date _` �I _" ,l - l' i�• Property Owner: J ; r 4I t k �l ('• '-' I I Ll ----- Mailing Address: C �, r n 1A e r I 7, 7 c y •/ (If different) Telephone: Sirs: (I/ We), being the owner(s) (owner's agent), hereby make a lication for connection�°f the property at: t7 consisting of the following TYPE OF BUILDING(S): Residential: Single Family 1� Multiple Family No. Units Commercial ; Industrial ; Other No. Units do hereby request a permit to connect to the sewer system of the Cupertino Sanitary District. IN CONSIDERATION OF THE GRANTING OF THIS PERMIT, THE OWNER AGREES: 1. To comply with all existing Ordinances, Rules and Regulations of the Cupertino Sanitary District as now or hereafter amended. 2. To maintain the House Sewer (that portion of the sewer within private property) which includes a cleanout (raised to grade and accessible) located at the point of connection with the Lateral Sewer (that portion of the sewer in the street right-of-way or District Easement). { // 3. To acquire a Plumbing Permit from the (' / 'L_ of ' �r r )' C , Building Department and obtain inspection and approval by said Building Department prior to covering of he work or use of the sewer. 4. To first expose and inspect for serviceability the Lateral Sewer (that portion of the sewer within the street right-ol-way or easement), prior to starting construction of the House Sewer. 5. That this permit does not constitute a request for the issuance of an encroachment permit for sewer construction in the street/public right-of-way of the agency having jurisdiction thereover. 6. To call Underground Service Alert (USA) 1-800-227-2600, at least 48 hours prior to starting grading or digging operations. SPECIAL PERMIT CONDITIONS (Exhibits): A BACKFLOW Protective Device shall be installed on the above property by the owner. Type of device and installation shall comply with the Plumbing Code Requirements of the jurisdiction shown in 3 above. FEES: Connection Permit Fee: Sewer Service charges to June 30, 19- , $/mo. x mo.: $ Inspection Fee for backflow protection device: r t- �, $ Considerations and Restrictions of this Sanitary Sewer Connection Permit with attached Exhibits (when noted), are hereby agreed to and acknowledged by the undersigned Owner (or Owner's Agent). Failure to comply will void this permit. Acknowledgment: Owner's Agent: (print name) Receipt of S ; I �� rt U acknowledged and permit granted. MARK THOMAS & CO., INC., District Manager -Engineer by Note: See Details on other side of this permit. REVISIONS BY JOO.12' - -, • it ' ._ ys ►1t 11 11 1 � p • rN04 ti N I � ail 1 — am If I - ..may•�% % ". �\ �`\�. � , +'., , i y El I*x 1 I, \ �fi:ke` t rlek •+ ,, t yy}(yy S.rk .�'k} 'yl♦ , ��tiy• d, + �'�*r ` � Y y Y y � •'k� 1 � �Y v � x. � � W `! 7,•!'+t'' �� 1r Y % x � ya i tom,. ?� / 1 k? `�'� e kx WX ',.c k +`.c i f, II, •,••\" � i %N"`IK I, 'r/ -. ef,.r }'1, ••�. ,4 ,i y. ,fr �lj(j•�,•+. .` ra >. .......... _.._-... .. -.. _ .._ _ .. ._.___. .-...........__._...y •I Ik LL 1 L( J X � . / �r r r � f r �.'� • �� : �� ) r 'i 'y k � v Y'�X ,ra � � f � •r _• r pill FOR@ IU,S' T.E,NG- r ; % / / / } Tex% ��•` k V'' , { . Y r ` x t Y. A 96C CUPERTINO, CALIFORMk-.--.--,------- se r v • �� ` 7, � V _r GENERAL NOTES INDEX L ALL WOW igiALL COMPLY WI P9 APPLICABLE CODE$ AND TRADE STANDARDS U. GUARDRAIL SHALL RESIST 20 LBM,INEAR POOP mmuzoNTAL FORCE AT Till TOP OOYM LUX PHASE OF WDRKS, INCLUDING, BUT NOT LIMITED TO: PER UBC TABLE LAB. GUARDRAIL. SHALL BE W HIGH MINIMUM WRIT J.- U IP"M BU MM CODE 1991 INTSRMED1ATR MEMBERS AT 4" O.C. MAXIMUM FIX UBC SO9 { /V�l UlItIKltpt M RANiCA4 CODE 1994 I SAD o 1 ►emWig IINI/01101 PWISMR2 CODE 1994 IS. Tilt WALL AND SOFFIT Of THE ENCLOSED UNDER STAIR SHALL BE I•HOUR FIRE ` NATLONAL a:1"t1R1CaAI. CODE I!!J RESISTIVE CONSTRUCTION (USE SR" TYPE "X" GYPSIlM BOARD AT WALL AND Alm" AMERWAN CONCRETE INSTITUTE LODE ROPER} AND ALLAPPLICAKX LOCAL CODES AND ORDINANCEI, IA. 2X FIRE STOP SMALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND r y 60.12f 8A41 r ie t L PARTITIONS AT CEILING AND FLOOR LEVELS AND AT IB•FOGT INTERVALS ALONG ( � ALL. WORKS WITHIN THE PUBLIC RIGHT OF WAY MUST CONFORM TO CRY TILE LENGTH OF Tilt WALL. AND IN CONCEALED SPACES BETWEEN STAIR STRINGERS � � rj ►�+► �� + Q.V � 1 [' .._ r.. .' STANDARDS. AT TOP AND BOTTOM OF TILE RUN. PER UBC 70L J. ALL UTILITY CDNNECTRNrBAND INSTALLATION SHALL CONFORM TO APPLICABLE 17. PROVIDE FIRE STOPS AROUND THE CHIMNEY IN OPENINGS AT CFJUNC AND FLUOR / {� —• I f '" �, �O CO CITY STANDARDS AND UTHJTY COMPANIES SPECIFICATIONS AND LEVELS WRIT NONCOMBUSTIBLE MATERIALS, PER UPC 7K � � 1. CONTRACTORS AND SIiLICOIYTMCTQRS ARE TO HLEYpt1Y IL PROVIDE OUTSIDE AIR KIT WRIT ALL PREFAB FIREPLACES. CONSTRUCTION l C" —t DOCUMENTS PRIORTO CGNNrRUC W lrO WTiRMINE IF DWUPANCIES EXIST i A PROVIDE 4" X 14" SCREEN VENT FOR FOUNDATION VENTILATION AND SHALL BE ON � NOTE: '�' BETWEEN DRAWINGS OR IT ADDITIONAL INFORMATION IS NEEDED. OPPOSITE SIDES. VENTILATION IS REQUIRED FOR TILE UNDER•FL0OR AREA NOT 1. j lQ PLAMM BQ AKA TO AC'MICYR A PAWL ' 1 - TILE FOUNDATION. TOTAL VENT AREA $HALL OR NO LESS THAN I/ISO OF UNDER. I �. S THE GENERAL CONTRACTOR SIIAW. MAINTAIN TILE JOB 81TE IN A CLEAN, ORDERLY FLOOR AREA, PER SECTION 2217.7 UPC. = comm 1pN►RREOFDEBRISANDUTTER.EACHlSUB1.•ON7'itACTORiMMEDWTELV P UPON COMPLETION OF EACH MUE OF IIIS WORK SHALL REMOVE ALL TRASH 20. PROVIDE ATTIC VENTILATION OF NOT LEM TITAN 1.150 OF TILE ATTIC AREA. PER ` I AND DEBRIS AS A RESULT OF 111111 OPERATION. BIC. In" 119C. IT C CONTRACTOR SHALT. VERIFY EXISTING CONDITIONS AND IOCATIONS OF ANY I I. DOORS AND WINDOWS WEATIMPUITRIPHtO• L btu f t M '' �' ' • PUBLIC UTILITY WITHIN PROPERTY LINES AND NOTIFY CRY ENGINEER IN CASE OF 7 I�r (1�' ► {f>• �/ // CORFIACT WITH PROPOSED EARTHWORK. IL ALL.NNNTS AND PENETRATIONS CAULKED AND SEALED. 7. VERIFY LOCATIONS. SUES, CLEARANCES ETC. OF ALL APPWANCES, FIXTURES AND 23. PROVIDE to GA GALVANIZED SHEET METAL FLASHING AT AL ROOF VALLEYS. EQUIPMENT PRIOR TO ANY ROU(NAN WORK. INSTALLATION OR FABRICATION. L I r� r�/�j� s4 1 � V7• It SMOKE DETECTORS SHALL BE WIRED WITHOUT A DISCONNECTING SWITCH OTIICR �1 v I L SEPARATE NEW EXTERIOR CONCRETE WALKS AND FAVINGS FROM FOUNDATION THAN THOSE REQUIRED FOR OVLRCURRENT PROTECTION. SMOKE DETECTORS ARE WALLS WTTBI MINIMUM 30 FELT STRIPS. REQUIRED IN EVERY BEDROOM AND IN Tilt HALL SERVING TIE SLEEPING AREAS. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED ® EXISTING HOUSES, PER 9. USE TEMPERED GI AN FOR ALL GLASS INSTALLATION LESS THAN Ir ABOVE SECTION 310.9 UPC. fy ! FLOUR SLIDING CLASS DOORS, SHOWER P.DICLOSURES AND ANY OTHER HAZARDOUS t ` ✓"' I LOCATIONS PER UBC 240L 2S ALL DIMENSIONS TO BE FACE OF STUDS (F•O.R) U.U.N. IL GLAZING IN WINDOW%SKYLIG TTS, AND DOORS (IF ANY) SHALL BE DOUBLE GLAZED, I& PROVIDE RJO INSULATION AT TOP OF CEILING OR IN BETWEEN CATHEDRAL CEIUNG/ROOF FRAML AT ALL ROOF AREAS. r 11. WHERE WOOD FRAME WAIdSAND PARTITIONS ARE COVIOtFh ON TItE INTERIOR 27. PROVIDE R•I3 INSULATION AT EXTERIOR WALLS. W !' i ` WITH PLASTER, TIL.Q, OR MIILAit MATERIALS AND ARE SUBJRCT TO WATER } / / SMASH. Tilt FWIINO SHALL BE PROTECTED WITH WATERPROOF BUILDING PAPER 28. PROVIDE. R•19INSULATION AT FLOOR AREAS. V f MIR USC STANDARD 140.14•1 A CHAPTER j4 + I' L� ILCERAMTCTILEORMARBLE FINISH ATTUB ANDS110WERAREA SUALLBE700IN INPOW BOARD IS USED AS A 8 RE FOR SHOWER OR TUB AREAAU LSO A�SHOWN COMPARTMSENTS TO BE [' p A M(N1MUM FiNI511RD INI`i'.NIOR OF 1024 SWAM INCITES AND SHALL ALSO BE CAPABLE OF ENCOMPAMING A AINCI CIRCLE, . i FEB - 7 2or,.Ri 13. STAIRWAY$: STAIR MANUFACTURER To VUWMU SHOP DILSWINGS. CALCULATIONS AND CONNECTION DETAILS MAXIMUM RISER S". MINIMUM TREAD 9". MINIMUM .:j 7 HEADROOM A'-S", MINIMU41 W1nu me. HANDGRIP OF IIANDRAIL SilALL NOT RE LESS--_ _.- 7 _. _..._ _.. _ _ ._.._... THAN 1 1141NC11EN NOR MORE TRAIN 3 INCTES . --_ _. -__ . y NOW,' ii BLDG DATA . , . , , PARCEL MAP i 1 AP f p 0 I SITE Q P/E�j�` ,j•,,'��_ t�l �`) �` �b'� �l�rt �'( r:�1Y1�^7 ,� I� 110 • y' _ IT �— Yt< • �. , tJ Zt t+ 'Stl n t i t r s rt OFFICE COPY y X. t I -- t , + I aa.c ; S I� l F L r E '_•,tip j Y Lt S! LINDA VISTA 25f.00 CCAA y •I -A � , R W I uOraott,-s- IMCIELLAN --� f �o „ 1 oil i. rtt O -^ rr-^ y , b WA VISTA \ 1MADRO • p 0it -� > ml A E (4 Y. N IN � ��.` � 4`iv�"�' ` �'��h��, t z� � � I \� � . y � u d .� •r yf� t � r.t. } ` j w. , w,'tu[ a v1Y� bra soh v{"4�► -�c - - - -_ _ *' t`a. r?1 `/ p _ awl tf„t 1,'t,, �'n ,� w'` j Date, Zl/�'�w "ia± �ii'"�• '�'!> '5,:lli ; \.1;'� `'?,°7 {�"' �i''_t H Scale j ! —. ,aof Drawn � 00 s t' \\�` ui �•��`g v R "�'. I L7"i ' 7 i'iiI r! I / / I G;►►..I; _ ° - Job 1 �,► ! Sheet �•� SITE MOCLEL.ram... �...—...... i:iiN_._ -.. _..._. _ _ •_.�w�.y.rrr..�•�_.._�.•+�.M .w. � � � All I o SITE P sh®® .,.......�,�.....�.�.�.,.............,..—...-,,..,�,_.....,, � � i to AN ., w "t�,wr.•r•rrrr��tr.��rrtrnrw�r��r•r,r�a�.rrrrirrirr•uww a. wrr�a•+r,.• r,.,.u-. �.oa , E4 t is MINTED ON NO. low Up"11"I117 _ _ _ � ., , .. ,., ,�• r >z , .:. �, "ram' N �`}".. z,..- I 11 I 21 m I 31 4 5 I I 61 BM� 1 2 3 4 5 6 7 8 9 10 111 12 13 14, 15 z' gtar,d.Elecirv� 3 J J W J l� U 0 3( s, TC g3.0 dw ow L�j�11 _ A <esumeJ 1028 Lmwwll�w ��c�5T conr� owy PART rc REMAln! r1i No i 1 ! 11 i Fix ; AD. ELEC l�OLIER 1 l c g 0.12 Edse :Cant - 4�7 N� g6.o Hi Pt fIE� 95: � Q o 10 0• IZ_ ° ot 400 10 FIR h r + �!w l - V-tN FLR = = i z 1 ki) 1JJ r�_ i ur IZ LL �� o .. _.___.. I 10a nrc\ o ITfe*\ U_ l42 \ TG 10010 Tt PC) — Rfv(P�al)_ ;i Ig 7 CUP�RTi�I� SAN�TP,-f�`I h�Si"�1CT fs o r 7 Pc, �J t'l f i if 1 %u U�7<piYl ✓'�.,Ji) t r� �t on /n(ti E, M n/,) . 2 7 ) 9 GENERAL RPMaA 1. Civil Engineer or Soils Zng.insor to review all grading and submit a final report to the City prior to occupancy. 2. Compaction reports and pad certification are required on all building pads. 3. Contact Public Works, 777-3354 for drainage and final grade inspection. 4. Contractor is resposible for dust control and insuring the area adjacent to the work is left in a clean condition. 5. The Contractor shall review Standard Detail 6-4 on tree protection prior to accomplishing any work or removing any trees. 6. All grading shall b donein rdance with the Sails Re rt prepared by dated file No. '' 7, All storm l no i atshation with slopes less than 2% shall be certified by the Civil Engineer, 8. All on -site sanitary sewer lines and laterals shall be sub- ject to Building Department's approval, 9. Utilize Best 14anagement Practices (BMP's), as required by the State Water Resources Control Board, for construction acti- vity which disturbs soil. 10, A work schedule of Grading and Erosion and Sediment Control Plan shall be provided to the City Engineer by August 15, of any work performed between October 1 to April 15. 11. All roof drains and/or downspouts shall be drained sheet flow 24 away from the bulding and collected by drainage inlet connected to public storm drain facility. c S vI s ° e � o L IT L OCA71 0M MAf N,T 5. Date: Bert J , V skQVici►, VX Diraetar of PubliC 09" Rix sviros: 9-30-2001 RBVISMED BY: M4 "1 Date: ibai PUILA )YC r RTCin1r: 9-30 -2000 No. C15818 30" EKp: 31 * 22,038McCLELLAN or Cµ� d RA D IA16 „ APPROVED BY C' i,,, •``• "� - t , SCALE' I n .. 101 1 DRAWN BY y 9 R6V1/90 1 �•�G „!*.'!� BATE' >Fc�waR� J.+�fwaacav - crust. �rvcrw�R ----- y 10151! Rlct�w000 DRIVE L075 SRO 4 54 A -MAP Or c0LM `tR.� 14 . cUPERTINO, CA. 95014 (408) 751-8298 �; 3uLIDS MAMMY TENS' ORAWIMtINUM T' 3 5 1� BMI 2 3 d 5 8 78 9 10 11 12 13 14, 15 REVISIONS BY FMH MAT Wall: ' F{- Carpet o/ Pad Wt Latex texture paint F2 Hardwood fluor: 3/4" solid oak cpslonl W2 Semigross Icsture pniul Notes; S lluoring w/lcak irint. W3 troll highs onyx panel o/ felt paper I, All paint to be "Kelly Aloorc " ur equal ns'per, t lip ra shower wall ntaunrt;lctwer's inslructiun _ a� 13 Marble o/ Molar( 1Zt� x 12tt ) o/ W. Ito Gyl F4 Tile o/ Motor • ( 811x 8" } W4 Gyp. BD (APPed only 1. All floor hurdwares, plumbing fixtures, fight fIX1111 s frS Shec1 Vinyl �,�p111a•� •h a/ H1 to be per•aPlnuvcl by owner prior to iustalllation " . _ F6 Conic. Slab Ceiling; 3. All in{eror wall corner (outside cornet only) to h;lrc Cl Latex Icxturc p Il rounded corner bead I ± tr CZ Scutigross lexlure point a. Provide security ulvru spleen, intercom, A/C system it ,lv � onset � � C3 gyp. Jltl lapped only ceulur;d vaccuul. BI lieas 2031Vood base (31/4" x 3/8" ) B2; No Base w "� ems. _..JW. A ul ,1 � ± ! till pb�4t�lr`1�b►1�W►t�. . �t� l�►'filt,M� �'( I�,IsG►Z IrA [ 3� u l C� ° Per, , yx poi a H,ur o 12;It ? mp ok wool • t +rt l Laic t> — r _1 t+�0©Ki !;'♦ t AcLrot"ItltilnoR M AIQDLI A uiyal�o: reel oR LQ. —�00. t i ' 1�-'J " N �IZL 4 TO COMBMAi TO ]HIM VIC M I , , ' . ii ` G 3I. AW f DR t .AP,CREW A McN�TIIL • Y?- }��KrR\ i i Ijc� y I_ It.FIRt6Nli1111"11191ROVIDLDAROUNDTi1LCF41iAND PIRL iO I 1 4 `` 1�L,ACEoFF1'bNCSAtc*uNQ'ANDFWORLtftuwR11 i 1 2 --• _ NO MMIt1Yr1I A MATERIAL,. / = ! }.''.ACFAYOLI.09INfTAWJSDIN,911111COWLI NC,WI?n N rid 4 {/\/f�j�.►.//j�/� Naar AND+�,. J r.{Ait1i,AT10N DATA FROM THE MANUTACTURIM .... __._• — ram: 1 .ltQ •'�dJl'1 -Ir ( T^. ` 7 '. M :. - � •� � I - '(.l .4 '�`� + � l dl FAM�.Y ROOM E61_ wit �d♦ " '� �= k y , • ,.� v' 0 1 I — 1 � i ,s M Wr _ r • � � pia _ q , di ga 3 N AM I .bl�. • r t l 10 �� ,,w _ .� : { ,, r• �'" �ar�� file �� *41'"1 9� '. �(dSVK•W_ ;'�' ,.. ,rr i S+ ell •r4Y {IPRO tllSA � d1?,1�d�ALj.CRAOLWAL48AC1.CAUTO r "y ire-l+� i� �+•-� F- ', L M1M�ORi!p fla _ - — r• .� 4t1. Rt)0►.41AiATtdlrvt r = - I _ {� • � ; TYI� �I rROFLITLD IY SI/" Tmirm FIRE SNARATfdNAi TO BRAT IXW FROM 'MFWANCB t R 4 «'•, i 1UARAT161to"Alilik1M 11IkTALUCCONMn0RRit F - .'�• 'q,,,e 'G►) < : vx Nn nt�tNtNcat ro L �: ' IaVTI ALIIOXES R TLD ; . e j!'IlhttTRA'rDON3T0/RI►fitTAG'l('IC'�,' POSIW ' �_ L TION4TOILM6T /f� '. 1.1i •kj�, •�• '' 4 •1 ' 0�r'4p r, v�.yr ; , r r 1 1 , ! _ • \ t \. ' , •'~ `` ' t• ... .. , r..v .. ♦_Ire... ' + � •- '' • *, �: • 1 -GAR QARAG _r fA ' S Notes I. Cotintet & Cab►ne elevations for reference only, style & Mjaeria l to be determined b o fr. 'fa► . ;T. X: Where tile. or marble used to be picked p'by owner. 6' 3 Countttr size & all fixture"s location to be 61d verified,LAU • . 1 � a• rr _aa o r too _ . �y. , .. ` .J ` d t t-'+ai 1 � _ .-- 'L. i .. .. .._ t♦ �'i t71ya"�.t � ,aF�'i{ Date Scale , (t ( ' (l Drawn "forI Me, *:i, CI�INkFlINOR nA AN f ,,,: L'�l r Y L I • lZ �v I OIkNtNfl ` slalt.�Tlt A tttt CLMRNR te"'.k fIRT { , .. Job gy } Q ..► MfFIATN�I/° 4 a►111#11tLi" late i• :rIi r �I .�}`. J. drKNArlLlt Ird'CEttrlCt �F 1►1#N1r`` + ,�. a.+ i Sheet s '� 1K�ATt� RMINA"o"AS LDM' UA A. , t'.,,,,� 5 '.l. 1 ': +'' , • ' - " 4��Art - u i, « w , t � i r .01 i 4r f t. r •.:'`r.. •.t a., §E.F+. x}. il)..'k. `,' 1. :dt�,.ir.,. - -J „ n ., R • y w', J X � QM � �t Ctj� t(i -. ::. ,. �': ..-, <. ..,_ .. .:- r .le,. _..➢- . : . ,, r {.Ili: , : . ., _ ,..• .. .: .,... .., .w, .4 ., r n.. -t- 1 ".. a ...'.�„ ,- •: ,.. 1." , 1' Y' J -', • . •.. • '.... i i ,. k -s t 6 i 1 .'X -.. - ,rt 1 r Y : w. • • yl— �> .. f .. ,. . s. r w .:, }..." x. .. d k r' ., t { .. .., ,.. F i •,. ., ,., r 1 .a' �., .$.,r .: .... ..'.. .: ,.. _ •. trs, a. .. . ,r r♦, :il .. d .. ,. .. ;i.::., .§. tx7.. .. ,.: +.- ,Y .. .... ♦}t ". a.. '4'" ..;. L , _ ...: 4' i....ia4_..«....w.«•rY,,.•.rs.d5wbet,rw�►:kta+.i�.,,G,�eJ.4 W".alf st ir�Wt•1.1,6u,., '•+&ry ,,+ .rtr, v-Y•.Y.E•iX,'�I..Y 6s�t .dwa�el�.Mel... �. .+ra.wW+.=1 .. ..r .,a-+a�ygJf1_ �, Mw >._. ... , • 1 r .. , .. ,r. .� .. ... 1.. ,. ..._... a:..•.. ,... •S, ...:.... rs_ ,,a:.. :.. ...:, .v aa.J..s s. �.i...,,e., �i .. ... x ..-...i.. ..e.a,.x:...a..: �.,»..,� � .. .x .. ar+lw...,tu,. ,.#r,:.,. '. t.. _.,�,:+s la .i 1 • � �j�j r j �j T�� 1 �� T� j�j ��j j j i�T 11 21 T I 1 T31 rr I 41 5 Tl�gl M 1 2 31 4 5 61 7I 81 91 101 �111 12 I13 14r t5 I t, i I � i - ' •. , ,. ; 4. 71 311 �.. 40 s'G►W'i' �fc cC , ��{1'd, Ve 't M .11004 !w 11 Z IL INDOOR SPA APIO HOT TUB SHALL MEET THE FOLLQW4`iG RLQUTAEMEN74:- f s ALL ELECTRIC SPA OR HOT TUB WATER H1tATERS SHALL BE LLSTED. ( NEC 6041- l ) L FROVICL ACCESS TO HYDROMASSAGE TUB MOTOR AND JUNCTION SOX By AN ACCESS I1 6 ALL RECEPTACLES WITMW 10 FEET OF THE INSIDE WALLS OF A SPAIROT TUB SHALLUPROTECTED BYAGROUND-FAULT CIR=-WMUtTL1L(NEC610-11-&!) f\ L ALL L1CKMO FIXTURES AND L(GH TING OUTLETS OVERTH9VA OR WITHIN-5 FEET OF THE flow'tvor -- ` INSIDE WALLS SHALL BL A MLNIMUM• OF T-f• ABOVETHE MAXIMUM WATER LEVEL AND SHALL 19FROTECTLD BY A GROUY0.FAULT CIACUR fN TERRUFTER. (NiC fN q r~I ) b1. a 9"ROMASSAGL TUB CONTROca AND WALL SWITCHES SHALL BR LOCATED A MINIMUM Of$=FROM THXrM(,nCi40.Ne) _AJ L RECEFIACLES THAT FROVIDL POWER FOR A VA OR HOT TUB MAU BE GROUND FAULT ''` �. �, •. _ . y rA ctncurT urTEwturTER rRantcT�a (mac Wo+1. s) ' /w I �'. 4` .'-�-+-.w�.�....� `♦ .ems• , r � ..-�� + -� .ter _' .�► � { � r- � Of yen PPAWW;Aqfkpknrw IT 12 oil, 14 Tel 1�1�1�9 �hrY t?* ROOF` PLAN ►• I,� T 2„ 0 Al 10 3 ON WA ..,r : • `n G �' N 2 •., f• .a • � `" n It .• I #^: _t b BE" OM'#2 1 Ak rb •' A •' }- S N1 WIN, 0 .r _ ..— 6 Date 7% Rt 1 II stele II t 11 ( 11 I II Drawn Job 7i SECOND F lk N I T 1' pl mT�� 31 I 41 I 5 I�fil ''�MI 1 2 3 4 5 6 7 8 9 10 111 12 113 14: 15 E E (, Sheet AS' 1 of assets � ?: yg xfq , Rn. •.., iAY i -.:{, ty� f y Y F.i i',.., . Y 5 5. •.. , -✓ - A-r V ��^yy� eA, F I. i, R.. • 4.•. •-" s?i'_- rs:'• s ii ..:.x•'��rr_'NF. .t'.'t s '�f ..,: i %, '•.,., x: l r i"_.... 1 } _. .•{ _T gA , s r r , -. Ril/1810N8 BY r I .tYPI AL NOTES:_ � il. t�lr'j�+"' y151'I�t7 (H►Z'(�2'((KG� - ,,� AM _ t W W \ a . A r r 1 t • — — -- _ _ _ __..—._— r_. — — — r r_ 1 _ •� 3 r od 77 _.s__ ____._.—__.—_- ___.. •w y .. _._... _ .... _ - .. _.. _ .. ._ •_ .. .-v... .. -._ _. .. ' r i,✓ t _ _ r r • akin" MUM111111110", WEST E�.EVATION ' TIC ELEVATIOtr1 1�.�(_.F+.tr•.. wa..+. -rrlf ...wb,J_ .. 1. j• , 'jp IPWA ' tc•fC, ►(ARA �'�►,�f►6� . ern( �. • r �� # t'.. 'tr lL- Yl�if` kl I"J� I�, m- � 3 t , r 4r r. r _ J r I ZOO r meµ•—•• _ F , , / _�_.___ Win_ .� —..la _.» .. �• '- 1 "� — _,_.......y..w,r+•+-,« ,.1 , • r • � rr , r- , r i r . i ! • Y a .1 , ..__ —. � ,. !, ,, • � : , m s ,ti r _.»_ _ - _ _-•---_.-...... r . is ,µ - l r:. • x • t --� r c" 0 Y. • yr LL , I r.rlr Date td L� t_ ,7 - r r �• r r a yr, _ �• r , � }� Scale ~ .. .'r - •_ , � � ,. ?. l: .j s � � . ` ' i '� ..... �*t��a � ,.ref � ! � � - Y "."Cl�rl�(wlhr i iI14► �'si�1'h Graven t EAST ELEVATION'S � � ENO �: EWTIM III, y :Y / 01 Shad .r � >< y rn«n.o a� na,00ai aue►�awt. ` .. r , • 1 � ' • I 1 r r' ,.. ._ -.. . r _...... _. _ : ,r .- .rlv. `R .. r, :.Y .. ..v,. <- _...,•, .L ♦ ,., r .,.. i' _✓n.n �....>. .>A . ♦YF El Ell , ,.. ., 5 .. a .. • ... .w ,,. d_ : , _ ...:. ...... ,. . ... • 'r. i -• .:._ kr..r ,,.s , t...,i. F_. .. .t.?, } -.0 n.. Lv+1N __ r .,. Y:$....- Gi'71�*4.'i�a'.r,Xr,±dS. v[�%4.. !„§,..-S''#+t±,.. "i 1Fy'L..- ik*•ristr.'�xF �,wro., - - - - , ,. . , . .. < _ _..... -. :�':�'. ► I i I� 2I m�� 3�� 41 5 I I�gl 1 2 3 4 516 7 8 91 101 �i t l 12 13 141 15 } 4 0 ft w 119"Of, ' i", I q 1 4 ' I I , I R1* n a I 2 Owpon, a VFW SI&I RON c4kowe Bull@ o Tow Coadlipw FbwArW Out 1111*111'sa*�Ddal; (SFD) Duct AdAwAIM RA** W 6kOFW*AbdW(SFA) LJ bill" BA" am= Owl* c9 D*v*V LW9: Fbor ComWOOM TyW. WATER KAN.4 SYGTBW RdW' To* E" Fact . to T1,1111 MKDING MLINOULATIONW&WHeOvWsWHoW DUMWW mn C R U() RANus sytanlhnle ..... orpw Aakawwoo: - 11110111481-- MONW----. -..DAL-,- All j*. jU Tre I Fw"ooswwow6vw„?omkft _040 FYWALWO Forlopla 0 YAWN Wed 4VA 0 Mffiftakv) ad RM k" Illeandby Lose, -ANY —Un 10111MYRATM D"Im Infenof ExWW Over" Skis Fift ForialoWW Area Farm. I T16 wow@ Ual �ca 1111111111"1411 WWV "xn VA parkmiarp Roftallom waded to va Two 90MMpn (SfL U-VWwNW _(g!yr bft 0 Yes / Nq as/ 2=4.IWWO 11111111 COCIO OIR=wid te sftAV*i* llolow...Mftk04" is D"_WWNpQ _1NQ _j't' __;_ __A4N&ADW4__ -swWWWONJOK Is kWkNted In Ld--w0jyea _j20A (LA —;L -Andutaffs- - Wei" 60sans- vw special FWAWVOO ' tfrfer4s "diorL -HU -Ul -mx*o-MjML L I x Dollpfor or Oiww aw atlefou A ftkwm 500) Author __U1 --I --MF*AVINL-. MWW*Ift$RW I Ixj D 6, NOW Narro: ya,-ju cl" -0.0 _xvA$MW__ -.N".$wA#C- Twin: TWkv. "W4411411 AdIdtoms: n4liLOWLAMW Addrm: cl aTd"hm 11 13 H N Lic. IM -IV_AA M&W ikwl? , ' . - , , 41 I !fl . N _T' 41 1 ' '--Trj[ ....... 7 I—T61 TTT_ T_1]_r_FTj-T7 -rT7 -T—r- _rT T2'-r-F 31 1 D MI 3 4 THERMAL MA/0 U) .1* Job mow on"Il. 5T_T_ T _F 121 1137171471151 7 7FTRT 9T 101 is NOTL. Wlevift feellNd4a eeyaq a 1lwrrill 1 $41111AIR go" WAMW" Now allow Wivism naarm () par be "Opols"ar stem awassm asquallase hy as Puft 0 "toK 011mil"Oodwomwe forb""M sp=MWJOM for go "Od"y wellelplaw aAwllle 11"Am6mmespi M err" doolveasla W 44 saw dwsmm 0*. 1 a 1011MO Vinho R-13 lased Now k*Wjm In holed Asia; agave 11114in cl�waea lased kale 11114 &M#dp OrALion I "No alwoophoolva roe paiderOw 0.3%. vaw vow iranimpsalm ION ~10 2.0 poonfollb. WOMAIN WAIld NWWW Moo Caldooldel EnlorpOwnplieslon ta* Manglool, jnassa 61"am low Wilt, FOOMMIMPO*N^ gaft Owl And W*oMNEdW&om Caninals A. Do* And wader beks" oandioned wall wocomawfal spalse des*** wall w ll&kW tk a EAwW doors @pI IrSsdowe wallo*W"Ot. ad oft and psoollows MW and aa4s4 1150101 VOW MftM MW4*q Ill Cliffuds ZOW 14 and If 0*. It* 114RION 11111111011s Mw* 00 MOM 151 MAM"moWm quadVilloodoft 1110): budalsOm of Replaces, Dwovo Ou Appapm and Gas Lop. 1. me" MA ladwy*A k6pism hm: I.Closs"mew cloaaadwer L Ouillide Go k0as wkh don" and onod 3. Fka datum and =" I X No confinimit bwniq qu 0* slowed. ace Conditioning, Water Hosting and Plumbing System Measures 1110-13: HVAGMuOmsk"Whours, sh@wWh"d$and lAucMcW*dtry ftCommdswL 113*0-: HU4 SAAM XPAI 01401 OR RAlknum be&" upady "red by LNG gedw 310AI. JIM 1184113d 010111"M on ONbCaW WON WAlorcoolleg spaww fift: POs and TaM Inudiorm I. Imlito W wow Wow (n.q.. unfold two" W" of backup low ho We" ww have ineuiawn Ww" (R-12 a ~ or wnboved insdornewadal Ins"m (R.je of qtgwjdo} 2. File! Am AM Of Poll d"" 10 w$W 1102141F Wil, WrecOftildding qslawv, Irsubled F4 or free", 3. Al k9sol of *VOW POV kwAded in tualmsing weam of bA widat syewon. 4. Coc" SYMOM 0*4 below U dorm IF Inatileald. ZA III X); =v4 F Kc. 1. 000 conamucled, insulslad 2. Ekhausl fin rimerns rave bad drM at svionello dampers. 3. G" INVINOW4 Volans " MnffAedd qsod hm all vAomalle ol nlsdaj &Olsaj", nionvaNg opsialed dampers. 1114; POW and Spa Hew" Sysiam end Equiprowd 1. 3yal" is Clow well 78% Ow"W osdvq, ce"N $*UK w6wMploof opwwq k"Od". no Owdric nowalce haefing and no Paul Va. 2. Syslon is OWAII&I wkh: A. Al WW 3r of pips balAw Mal and ho&W W "n " Insalog, b. Cow Iwoutdoor Pooh orwidow spas. - 3. Pod system his d1rechoww) WO end a ckm4doo laoV tons vollch. III$: oft-arvaclow knom. POW twows, spa healso of hotmetwid coaft Opphances have M C016MuSly " old h9tt (Ewwolion: Non4ledkal cowaft apow" wo pw a 150 qtwV) jhUng Measures JiSW; 40 6WISANIN CC 91114114 OW WANDI Wft m kft*u and mom loft wlew cbW, and ,...A era.. go'. . r #: .JNIn. —A —_.� #PW rv"% PMPVPK - 4 I 4 j r it 'r. 4 cc al Date , le07 17- &of Scale AO1p 4110) A Drawn ,,,T Job o a Sheet Of .5 • I- �a , A ,t A .`IFM„ - � { ♦.. ,. re .w. t a.; 'I. y _ t ,. .. r, .. ,:.... #.1, , y1 .. ,. �.._ r--,:31 • a tY-... `' ,¢5°?q :<t", .. •5�-r- ... ..Y, .,I..xRF. .>: -c? _ ..r.�kC=a a n ^ / d r.. .. ,. .4 ., 77"• x •. , e e f - s `. x...b .. 54 a: Ix. , A.a .. i / .. .'" .. ,... ,...i-., `1 • 4,, 1 t. y'. t` 1 • .l a ♦f • ` }'•Y' ,�.. i 1 i , ` j, Y I , ' �� ' t �O I I r CIO wr r, 1 .....1•.•.. .tea_« ... . • -� d1�sP�1�1 �� rry I Ytop W `y..- I � El -' ---' .. h-----__ -- �-, � � Hsu I�Tio �1 • _�� •�a i N s ul�'/Io,N �r oA, ,Q�I �Z•I INyWl16jiaN' .. it _...• .. I .� = _ r' L_:_ p,Utl fit ' CIO 5 , ti• hit A�.1`J t7oNN T aN .dux._ ..... �;�,�X �b' b10b1l S � •; � ti , II.' - ' '. • opt Lz� Ion•,, �' p tow -k4*1% ,7 opt d ,L WINDOW DETAIL WEEP SCREED EAVE/GUTTER SKYLITE WIHDOW DETAIL Iw11w• ' �4 � Y . ' . BUILD SOLID WALL Q EACH SIDE OF MMPROVIDE 2X SPAN 3.3' OVER r�"'"r� � ``� r«'�✓�' ' vow an , � ,w,rw T;PI -�- _ STAIR BEARING WALL WITH 54 PLYWOOD S TOP % urr rN STUCCO PROCESS f OVER BLDb• PAPER _ •�� -� � • I t 5TUGG0 PROGE55 w - — —hli?�trUvli VTl I�j, s /. I 'JwEEPSGItEEO 1 �'v'� �?- , x i s n � R IN M I b.S.M BASE FLASMIN6 (HEMMED EDGE) 1 YI (51mm) 1rLa►~a+rurw�'i11n*woc a'NII&I" cc. TYF.ROOFIN6 OVER$00 rIN �eusL ( !' alw twwnp, I (GON . FELT MRN, b• U► YIALOOF D)' 1 Iy _i..�.Iw M llipr 4 Min (102mM) _. J..r., rlo•llo I �-=— rrwt �,.• ��?.��. "IQ pod 1�(25l m)Now I I • y Max.III 1 I 4 , 1 Rode -40 Ir PK1 ' 1 FIG. a sa�0i2,e»nor • ( , , , .'Ilo>« •! • ,� Q WALL dt ROOF TRANSITION $410 • Ir1• I @ WALL & ROOF TRANSJTION Prll q rnnl»I �/ r l+n.l,l L•n reau 111cl NA, NO.11r I I I I . I HIP A RIDGE FLASHING VALLEY FLASHING f STAIR DETAIL FLASHING DETAIL • �, StV 1 STV 2 ntP i A•,•N.y rww arl»••, ••'•N r 1•NN•r1 a 5�012 wr•'rw ,w�w..a y� N•r�r1 +. wRRrw n / INI,"•1•„I..N•Mrr,Mw M.w•aNM•• Irar. 4rIM•.r•r rrrww••W I . { a� p ~ aw w/•yw w#Iw�W M�Y••41 Xl IM# MW,NMw. VENT PLASNIND - YISTAILATION At IAVlS AJq RttO ( 1 ( C.1 •••ww�,aN,••.w ' \ I 1 I I �+ • 1.•w m•Nw•wN + III,I,I.M r,N. MN-M"II/IIW M,W u•. wwnl» •� I ( I I TYPICAL, III AND OMIT lNO � I• � �I�11 I� r . I IrM 1 ylr, •N,•'7 • u•"•••"'•"' ' •w+•.1..•YwN„+lu•, •,.•IN•rr 1 y C•bMw NM M.W MN.FIIIM MIM" MMM ,Z�fyl—T_711—" i1• N • MMMN,INNaMMM.MryMM». Mw""rIN aiM.ti••' CoNr 1/WNr+.•, •MI•MM, wMM1� 1�'1 �t#j � , W ,I.,N.q ✓r'M M•YN „p, Iiia,, mIas r"•NI , I .N IN•r••Nr.•1u,1 I . . Rt, ,MM•.wIW M"•M N.M • • N"r'1N,• M.I, he F .�.� 1 R. 1 A•,•IN,•Ni fi++rM+ul•^.N+Y aal"w NIi. hw»•.rrwl'bMW Ow #►Mw"Y M'Mw •••+n.M», NRr.• N•,IK. 11 1 ST V MINING r, CONTIN110US FLASHING CRARDRAIL SHALL RESIST 20 LAS LINEAR FOOT HORIZONTAL FORCE AT THE TOP PER UBCTABLE 16 L CUAADRAIL SHALL BEI6• RICH MINIMUM WITH o"•R« j INTERMULATE MEMBERS AtIl• O.C. MAXIMUM PER UDC 309 ' ••.,N N...1•.MWNM f � ' ' • MPNMR NR, 1,•M.1)•N rM•r...•,,,,,,, •••' INTERMEOIAT"C;WLS k THEIR COIVNCETIONS SHALT. BE C %PABLE OF WITH mvlowt Nr. til+.+q••,,tnawMrw•r+lr•Ih A LOAD Of 25 PSF,VPLIED HORIZONT,LL.LY'� RICIIT ANCLP.Y OVER TIIE f.vTIAE NN•rl•,•.,,I,w,w..,lw N,plr..wr •, 6,wwwaRN, w»,«•..Arwwr • TIUBUTAAYAAEA.INCLUDINCOPE.NNINCIiiP,%CESBETWEEN R,%IL> rn►TAIwOETAIL )� ' tYPICAINN OEtAIIS lIL AIp OA ►ONOEROSA HANDRAIL/GUARDRAIL ROOF TILE INSTALLATION Ac , 1 i DataScale top n L J • Drawn }}.� • R Job ,• , y ' , AS. Of hosts 1 i•• ro' • , , it X $9 EaN W N0,1 ON 66aM 60^.•.^•"• a,.. • ..., .r, ,,. "r. 't :, J... r Y r- .1 :: .. , l,. u .. .".4a '.. .Y` '!. 1. 1 1,. - V ,. i� ,:.1 _.}- ,. � a ,.A7.. ,R. __-x ,. ..'y,s,..t Aa.. at, •. .. :R wll li .-: ". t`�a' '-:.. i. t ., s . ,{. ,. .. *r .,' � i 'tn t� ! - ,:'.�•4 5 ':. , • . e w t` Y i is A 'a, t "e be" ' 4 :a ,• r,x ': e ."=.'' ,s •„I- ti .r s -I1#i. > t,.'r'.P. trj,, r+:1 t ,as ..t".s I +h'`t i'ii � y �a +-..R S" # '-•' •L I a,.. ,,: - ' ,, F 'r , 1 • .. , ., �.. I : _7' .. : ,. .._ .i►. .. .' ,,,. ., ,! ,.,.. , d "+. r, s ^+.I1k.F ,.1 -.: i .... . + . 1.. :..;.. t' .a!♦ ;5- .,, , -.. :.� _ti n . .. .. ♦� .x{ - c. ',v 1. � ... .._�.. k ,i:. ,. ., '.- ..I 1 ...� _re sy et �,rt+ r r .:..,.7 �l4 -... .ri4.'.4.t. v '.a (..:, ♦, t. t. k: -. •- i `} ��.y 1 t ,.:.. .. e ,..+, t.: .h... "1 ` a.�i..- >s f 5 • ' ., 3 , •� , , .: .: r ya .. Y'.n� _{»��]' a hN' ,:• 1 Y .. > v .: , _: ,.. , ,.. .. i� .., ,.. ..'t r. : .�, .! 5�. �3> .,R�•, �•. 4N!NltYa•4M•�eM'.i.% T'..:.._,��r��N.�iYde"a.ii11199:L�ifR�.t•�.a�i�TmW. .. _.. • . ,•, ... ., - ,l, „ e.. ..11. 1 ...-4..�'#°+'_•R,•'t"M'm-:,I... �•"t•,J#,4•�I'A :. Rry =• .r•'✓e.RYy...a r,r.,,«%PMJ.iveAMda�SNY++f. i ,-� r l 3r 1 T r (- r r-r r T rE r 7 5 l IT81 1 1 2 3 4 5 �j j� j��"�j" 91 j 101 j �111 12 113 141 15 6I 7� 8 r4 s , ,ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES AND WITH NATIONAL ELECTRICAL CODE 1"] EDITION. 2, GROUND FAULT INTERRUPTERS (G,I,L) SHALL 8E SUED ON ALL WIRING IN BATHROOMS, KITCHENS, GARAGE, AND EXTERIOR OUTLETS. I UFER GROUNDS SHALL BE INCLUDED IN THE FOUNDATION AND SHALL BE CONNECTED TO THE ELECTRICAL SERVICE DISCONNECT. 4 SERVICE ENTRANCE CONDUCTORY ENTERING OR ON THE EXTERIOR OF THE BUILDING SHALL BE INSULATED. i PROVIDE A SEPARATE 20 AMP BRANCH CIRCUIT FOR LAUNDRY RECEPTACLE OUTLETS. 6. PROVIDE HARD • WIRED INTERCONNECTED SMOKE DETECTORS EQUIPPED WITH BATTERY RACK UP. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM. AT EArA CORRIDOWARZA NEXT TO THE BEDROOM AND EACH STORY, PER SECTION 310.9 UIC. 7. ALL FIXTURES TO BE INSTALLED OUTSIDE, OR IN WET OR DAMP LOCATIONS INSIDE, SHALL BE UL LISTED FOR SUCH LOCATIONS. E ALL THE RECESSED LIGHT FIXTURES IN CEILINGS ARE REQUIRED TO BE INSULATED A MUST BE I.C. TYPE FIXTURES 9, ALL STANDARD ELECTRICAL WALL OUTLETS ARE TO BE MOUNTED VERTICALLY L1KNTERED AT+12" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE. 10. LIGHT SWITCHES SHALL 8E MOUNTED AT+3'•6" ABOVE FINISHED FLOOR: UNLESS NOTED OTHERWISE. I I. ALL LIGHT FIXTURES, DEVICES INCLUDE SWITCHES AND OUTLETS TO BE PRE -APPROVED BY OWNER ►RIOR TO INSTALLATION. IL PROVIDE 24MALL APPLIANCE CIRCUITS 0 KITCHEN FOR NEC 210-92 (i} 13, ALL RECESSED FIXTURE IN CEILING THAT ARE REQUIRED TO BE INSULATED MUST BE IC TYPE. It. FIELD VERIFY LOCATION OF ALL OUTLETS, LIGHTS, TELEPHONES, TELEVISION ANTENNA/CABLEJACK. ELECTRICAL EQUIPMENT, ETC. 13. INSTALLING CONTRACTOR TO DESIGN AND BUILD COMPLETE AND FUNCTIONAL SYSTEM. 101 re MECHANICAL PIOUS 1. HEATING SYSTEM SHOWN 15 SCHEMATIC ONLY. MECHANICAL.CONTRACTOR SHALL BE RESPONSIALE FOR SYSTEM DESIGN AND ADEQUACY OF SAML ALL DESIGN SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS O/ UNIFORM.MECHANICAL CODE (UMC)AND TITLE 34. L THERMOSTATS $HALL HE AUTOMATIC DOUBLE SETBACK TYPE. J. ALL WORK SHALL MEET THE REQUIREMENTS Of STATE OF CALIFORNIA ENERGY COMMISSION (TITLE 21) FOR ALL MANDATORY FEATURES AND DEVICES, AND SHALL 8E CERTHSIED BY THE CEC. 4 ALL FAN SYSTEM EXHAUSTING AIR TO THE OUTSIDE $HALL BE INSTALLED WITH SACK -DRAFT DAMPERS. EXHAUST FAN$ SHALL PROVIDE A MINIMUM AIR CHANGE$, PER UDC 1303J. S ALL TRANSVERSE DUCT, PLENUM AND FMING JOINTS SHALL BE "ID WITH PRESSURE SENSITIVE TAPE OR MASTIC TO PREVENT AIR LOSS, AND $HALL 82 INIVI AT90 TO CONFORM TO TITLE It 6. CLOTHE$ Dili SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE OF THE BUILDING. DOMESTIC CLOTHES DRYER MOISTURE EXHAUST DVC73 SHALL 8E OF METAL A SHALL HAVE SMOOTH INTNUOR SURFACES, PER URIC SW A "L 7. ►ROV19E COMBUSTION AIR TO EACH FAIL). AND WATER HEATER ` L CONTRACTOR SHALL (NSTA4L ANCHOR OR STRAP FOR WATER HEATER AND FURNACE TO RESIST EARTHQUAKE AS PER UMC BECTION 306.4 A UPC 3104 9. IDENTIFICATION OF EQUIPMENT TO COMPLY WITH UMC 307. I0. PROVIDE AIR CONDITION SYSTEM FOR ENTIREBUILDING PER OWNER'S INSTRUCTION. 11. WATER HEATER PRESSURE TEMPERATURE RELIEF VALVE SHALL BE RUN TO EXTERIOR OR OTHER ' APPROVED LOCATION PER UPC OU A 6M CTRICALIMECNANICAL' PLAN 14 It N FRIN 000110.1600CLIANFINkfar. ,. , , y t 5 .i • i` . ,.. ,..., y.,. ,., ...... ,... ..�,.. i 4 . ;.:.s.« sM+F''uM,r�f✓'w's',f11*tYd�t-"�y. i 9 O t 0 1k11h51e=lt1AgIIInB I�Ili�kitut��I�tl"tendesgnt htnllS.MI incandescent ll`ht 'recessed Inculdpcent light c)andeller 000 (18 IIj�lVa,Urror tY�dry,t:lRl"iIhNI1Ing n exhaust (n] duplex outlet quadruplex outlet CH outlet I Q junction box S single pole twitch two way witch Go dimar witch 9404& 210 Vail outlet fjP(etcent kitchen Qs "0 detector Q aiiu)►Ye 'fin 4netlnnht/r t21 14PIUK Kw01W s�� •6an•1�' • pN�tla rtilK 4r , j a1 , , MST »IL .. R BLECTRICAL CRANICAL PLAN, . -• +; rfi .. �:`"� Y • n,/lam' s „ - .. -h» .. ife 1, j .. ,. ♦4 r. _ , .1 , f".. ..-..A5 ,`41 h. v.. Y,4M� � ; 4�YW.. tv N , i 1.. ( , M1 ill�LYm f,_ »., , rf: I i -:,. r f . - .�-!i _� : w�?oi«�@�:: .?rrrl#l,t,'+♦: � � "t>. f 'k' i*X��3<k't,,a#ffi,t4_ , _,.. ' 1 i • FT—-TT 1 11 1 7Tr21 m �T 1 31 I 4 5 I I�61 I 1 2 3 4 51 81 7I 8 9 t 01 111 12 13 14T�1! �. The 7S•pi2on water heater requires 3 seismic straps per state regulations. �,owert}+I dui • lavatory and, sink faucets shall have a �'`maximtntt low rate of 1.8 gpm. California Energy commisa ,» I n n REVISIONS I BY r 0 W .. f t � b d O g i f 1 T .te 4 Date 1 x' Scale Drawn b Job Sheet of Sheets .e. A .. y..'.e{n... C...b; P.^'= -..n.r 3 .•. ,.. . xeuaw. .i......r ., r... ,.. �, .. ..'>....'.e.. ,. a ...., .i. ,. . ... o.G. IN 561 i�� 5.164 @ 1-Af C12"MI C �x -TUOCC 41L.'a � WAj! sweA-m'6 rz x 'f�• ,JOlsts 2 z F� . JolST 6'o,G• Z Z 0 4 x GIRne — ' hlMp p b k Or" ----.I��4 R1ti �I h9• coN�� TE �` %Tax 1 •51�w��'� C30'(1. F FIG. agvPt x Itip JOIST wvo-;4j I hd. TO MaTGH �xf E�� 0 &A Fv J01ST �YPIGAI• PIM F0011 PETAI Ywoon s -LICE r`S h i TAFAI&P W/ 5/0 A'15• &440`04- MAX, :-,OR 8 E SHEAR_ eN F.l�6t NAIL pf fwaow`1�tAl� SCHEDULE; ;z 2.2 x OIN TIP. r ADn �'©12110/G. I'I I i .. �V4H62t faH Y'4Au'N�. — siNpsou "(I£•I70W� N>�D IT - 5ILL PLATE , I -----51 � 5 I FOR IHfoF l'4NT1ON NOT 50YO 12 0 66, PAD f TLo o Nb For 14 ro'�l CaIRDE�. I C�IZ I�OII. i 1 " I III 1 I Al BOLT 9WASTeg `�-- --� i -Top OF cow"• lea I�--46ILe, WET I PWATI014 1 YPI r-OUPA IOH �l Mmf "WT10H FAjrA1,oZ TO WALE Nil oN 2x sTUv I '(.6''610.=--� owe sim off. L24V (10"q TMCAI, WOOR 1W41,, TIE• DOWN ,dift1 SWEAR whLLo� n. A�1G1�0>z AT�1DprIpIJ l��U�IPE e N2 x KINI JOIST w/ 5.16j )Or>�!-OGKING NOLDOWN OGGUItS � oOD � Wcc Ed VDUSEE .5jt)P 'iit kiSG Wj�S, °�A' .. I 1 -o ° 061 l o1z . pos a s�E sff� x �� u i ll it coIHf A•?)5` D11L, 3 i�Yn II -- 2x..sjtlD�_elb°pc. , @ IG o.e. � � •� O� SEE St1EAR 51GL I� I !I II WALL SCHEDULE E _ Top $ poi 5161, t301.f5 rpII Z l nE E'N "� No�nowN �lol�ot� : ,AP #1 12 O 1GI� Note- `�MAY- 5�E PUN 'yERWN6 IEl7G► . 6 NAIL N& �E.N•) AT AL6 W&Vp nN T PR OF A6� pfV— SPECT6. H> 30n�+�l a z, pled uAI�IN6 � 1210,�• �1A1!� �Ne 51x1:4 9066 HAILS - Me PVARa rOK y° $6 SHALL• %6p MIN ¢ l ACT, 69AIN MAY VE HOPCONTAl, V-KTIGAI. 7.'71z rvi %cry pI.Y'G SHEATHING (.UGAjlqI. SH�At WALE pLYWOP LA�DUT I� TYPIOAi �I 1211pA I'V W 'Lis 6m W/'#ig)Top o DO11. 2 X 5TUD W*6 @. �,I10,G, OR 6 EE SNFAlZ I- IGNu To 4 r pkw JOIST Nn�A FI,O* 5N6ATHIN(v i �aIM f9 A3�j . y cm 164'0.5EE 5HEAr HAl SCHEDULE 2 x �I.odl� JOIST „� 244, top 1', got• ti { .�..8!' Scl� dULE st� ADD �• I(o �j0 SA, 4K• 2Xl•K a� PlIGT my NAY Icy" L. CrJ 4' 1!t-, H-&)4- LMGE1vEo 114 C•G1�G $9E ARCH. DRAWINGS FOR DIMENSION _ SSE STRUCTURAL DRAWING SIIEBT ss FOR s» GENERAL NOTES AND STANDARD DETAAS ' L3 -m SEE NAILING SCHEDULE ON SHEET" S4 FOR TYPICAL SIZES AND SPACING y'Ta �N GOPIG. SLAG S4 ARCH.itMECIL AND ELEC. DRAWINGS FOR 1 �- I I OTHER RPQUIREMENTS NOTES AND DF fA1LS A L i~Q U' "`� ( Q 14 MTA I FOR TIMDER CONNECTIONS NOT SHOWN ON TILE rT� 'DRAWINGS APPWCABLE DETAUS SHOWN ON SIMPSON COMPANY CATALOG SHALL BE USED NO PLYWOOD SHALL BE LESS THAN 12" IN ITS I� LEAST DIMENSION ALL NAILING AT M.YWOOD SHEATHING SHALL BE COMMON NAILS III GoNGPIf SLh� I I . 5LO E "H 511JP 6{� ill N�W1G HnLa JpA710N n�TAI� V( TIN a I r 1 T31 1 I 41 rTTT I S I�sl 8 1 5 2 3 a r 61 r71 f I 11 I 21 81 101 �111 r121 113 14 151 PROVIDE SIMPSON MST48 'a SIDE 01' EXTERIOR ALI, 4X OR 6X POST NEED TO BE CONTINUOUS UP WALL TOP PLATES WIIERE BOTH TOP PLATFS FROM FOOTING TO TOP PLATES OR FLOOR SPLICED 'k SAME LOCATION PROVIDE 2.2X BEAM WITH SIMPSON CB (ri BOTTOM CC OR ECC BLOCKING AS REQUIRED WHERE THE TOP 'a, TOP LOCATION SEE PLATY PLATES NOT :it SAME ELEVATION PROVIDE 21" SQUARE PAD FOOTING TO SUPPORT USE IUdX1.5" NAILS :a, SIMPSON MIT '10 2X 4X6 GIRDER TYPICAL C.O.N. MEMBER INSTALLATION ONLY I'RU4'IUE Dl1C`f OR VENT HOLES IN NEW S" CONCRETE SLAB N4 44 18" O.C. EACH WAY a, FOUNDATION WALL AS REQUIRED PROVIDE 244 CENTER OVER 2" SAND, VAPOR BARRI':R AND 4" BARS AROUND OPENING SEE MECIL DRAWINGS BASE ROCK TYPICAL v, GARAGE OVER 1211 FOR LOCATION tNoi EeRsp FILL 501LP PROVIDE 2X6 STUD'a; 16" O.C. a EN,w.', DINNING PROVIDE 3/8" PLYWOOD CDX WITH Nd 'p; 6" O.C. AND LIVING ROOM ONLY EDGE NAILS 12" O.C. FIELD NAILS TYPICAL ;it ALL r EXTERIOR X LINES (RNWALL.S AND INTERIOR SHEAR WALL 3/4„ PLYWOOD T & G WITH lud .p 6it ).C. FDGF NAILS lD" O.C. FIELD NAILS TYPICAL `a; FLUOR AREA GLUED AND NAILED SHEAR WALL PLYWOOD CONTINUOUS *y WALL INTERSECTION 2X6k2 FLOOR JOIST (a 16" O.C. WITH ` IMPSON U INDICATES SHEAR E At.L TYPE & MINIMUM HANGER AS REQUIRED MAX. Lab' TYPII'AL SHEAR1N11 LENGTH SEE SHEAR WALL SCHEDULE PROVIDE 2.2002 FLOOR JOIST UN"ER STUD BELOW AND DETAIL 20/SI WALL WHICH 15 PARALLEL TO FLOOR JOIST � INDICATES SIMPSON IIOLDOWN WITH 2-2X PROVIDE 2. FLOOR JOIST UNDER BATH TUB STUD TYPICAL U.O.N. SEE DETAIL 19/Sl AREA ASREQUiD INSTALL IIOLDOWN UNDER WINDOW SILL IF 4X6M2 GIRDER MAX. SPAN L-5.5' TYPICAL UNLESS POSSIBLE. NEED TO VERIFY W/ARCH. DRAWINGS OTHERWISE NOTES AND SIMPSON CATALOG USE SIMPSON SSTB20 FOR HD2A SSTB24 FOR IID5A SSTD34 FOR IID6A, HDBA & HD10A INCREASE TIIE DEPTII OF FOOTING AS REQUIRED FOR SIMPSON SSTB {� FIRST FLOOR SIIFAR %`i ALL SCIIFDULF V Will 318" PLYWOOD CDX WITH 8d'd 6" O.C. E.N. 0 L! g Q Lin I9 ova f 12" O.C. F.N. ful iW �EWPIR (y fooTr4(a 2X BLOCKING (BTWN FLOOR JOISTS) WITH SIMPSON A35 'a 16" O.C. OR 16d't 6" O.C. 1X SILL PLATE WITH 16d 6" O.C. IX NIUD SILL PLATE WITH 5/8" 4) ANCHOR BOLTS it 48" O.C. HVaA.14/4� 1><LJjI�V ✓" • ;; 12 3/8" PLYWOOD CDX WITH Rd 'a 4" O.C. E.N. 11" O.C. F.N. ` 2X BLOCKING (BTWN FLOOR JOISTS) WITH SIMPSON A35,a 14" O.C. OR 16d (a, 4" O.C. 2X SILT. PLATE. WITH 16d 64 4" O.C. �� y 12X MUD SILL PLATE WITH 5/8" tD ANCHOR BOLTS (. 32" O.C. k EM W13 3/8" PLYA001) CDX BOTH SIDES WITH 8d'a = 4" O.C. E.N. 12" O.C. F.N. hiss�� 2X BLOCKING (BTWN FLOOR JOISTS) WITH SIMPSON A35 (a; 7" O.C. STAGGERED 4X 31L+D SILL PLATE WITH 5l8" (D ANCHOR 2�'iti�3 BOLTS a: 161, O.C. �ploA W 14 3/8" PLYWOOD CDX BOTH SIDES W1 1*11 8d ;a 3" O.C. E.N. 11" O.C. F.N. 2X BLOCKING (BTWN FLOOR JOISTS) WITH SIMPSON A35 fa, 5" O.C. STAGGERED 4X NIUD SILL PLATE WITH 51" 41 ANCHOR BOLTS(a 12" O.C. HV A RKA Hvv 1. y p��WZP SHEATHING AS 9541D. SEE SNEAK I W 1e �46HEnu�E Z x pm ,JOISi W/ N `. 3- Iv d To EA M ' '06 5'Uv e iG, 2N 51;�1 w/1164 z Z N 5EE th EAR '.�IALI. 5G EbliL� - -__ - Avn I- IG d TO EA-4K, lit K FWOR 6l4EATHII4(, I �Y we; p spo(-f E fr .��: �. X �,�K joist W/ I I i G EA - 1514 ( / - 2x 4J ,? 6u0rG' To F ATf 6- oR 5SE SHEAlk WALL SCHEDULE 51MP A3� ° I6t'O�G Fi,' wooq 64A?0N4 j8�\ YpIGA� ��OO�C �t2Ai�ING l All. WAR IGHE 15 - C� 2 I (LIFE ,JOIST W/ S. IGd To EA• ow.— Na I 0.4 b" QIG• D�2 5EE SftEAfZ V4ALL SG F;PULE —Anp I.1Gd MAK+ . �-.__ ____ 10d � 3"QGr✓ � ELK FLOOR 5NEATH IN6 t111 4' Ld �10 �2 F0� INPDrh-IAilo YwoOp 5 I.wr I EN' ' -- 2 x ��ootz { JOTS w/ i 3-166 To 5A• 0LK - 2 sin �,V G"o,G - - - - •- � �— 2 x ��K c q+. o Q,�, f To FWEEP ' OR SEE SREAj, WALL SCHtt)ULE j�l. rri� �015T5 ` -5IMP AS+ S 16'I0,G/�Vtw 1 - I(o� YY('IGAi- �I,DD� FKAMIHG ZTAI� j it HALI clip,( J I c' i 1 II- 'r' . — - — J ✓I L.t1 i".�� i I' • ( .- ,--.�I i}.. / ._.- i• -..� �r{.J�•�� 1;1 , I k I r r ,j• � t 1 '-?/>;, u:�i �-boon '�cE `�;��,I? �,� HcTAL��1 1P . ' Ile! Li '�GfiEDULG U I'�L_YLV /VI y.�C'"_ �Li✓ ✓!�ir �_ �, "7 r � ' I .I. C _� I, Ii I �t- ONLY O.Gr Lr JN�AK Y�r �r' - _ J.__L 1 e t T—1 � t l I -T- 21 rT 1 3I 1 T 1 r 41 -FTI T� ? VT t-, T-�TI-r81 31 51 i 61 r 1 2 41 7I t 81 r 91 101 � i 1 111 i 21 131 A, 15 L OW u Rw AS ' ANU &QOlt-t; AMING NO'Rb; PROVIDE SIMPSON tICP ,u; EACH HIP BEAM TO W'ALl CORNER TYPICAL OR PROVIDE 2- SIMPSON •� SEE ARCH. DRAWINGS FOR DIMENSION A35 (a SIDES OF HIP OR VALLEY BEAM WITH SIMPSON MST24 (a; SiDE OF TOP PLATES My SEE STRUCTURAL DRAWING !MEET S4 FOR �y GENERAL. NOTES, STANDARD DETAILS AND SHADED FLOOR AREA INDICATES LOWER ROOF /Zy(IZ#Z L�ripb�. NAILING SCHEDULE: FOR TYPICAL SiZES AND ABOVE SECOND FLOOR FRAMING T W/Ibd o�l'a, SPACING �M• � 314" rI.YW'OOD T & G WrtH lod a, 6" O.C. F:uGF: FOR TIMBER CONNE("PIONS NOT SHOWN ON THE NAILS 10" O.C. FIELD NAILS TYPICAL ,a FLOOR - — - DRAWINGS APPLICABLE DETAILS SHOWN ON AREA GLUED AND NAILED SiMPSON COMPANY CATALOG SHALL. BE USED PROVIDE F'I.00)R PLYWOOD EDGE NAi1,5 FIILI. 2� I �' Z �L• �h�� I� IIQr G, ALL GLULAM BEAM CAMBERS ARE MEASURED LENGTH {a ALI. FIRST' AND SECOND FLOUR i w/ �'JiPir U t�lD�L. FROM A STRAIGHT LINE DRAWN THROUGH SHEAR WALL LINES SUPPORTS CAMBERS ARE UP TYPICAL. U.O.N. PROVIDE SIMPSON WB116 MINIMUM Wl'I'H 8-16d {a, - PROVIDE SIMPSON %IST48 (d; SiDE OF EXTERIOR EACH END TO FLOOR JOIST TYPICAL (us CHIMNEY WALL AND SHEAR WALL LINES TOP PLATES PROVIDE PLYWOOD EDGE NAILS FVW, LENGTH WHERE BOTH TOT' PLATES SPLICED (a SAME WHERE. FLOOR JOIST WITH TIE LOCATION ADD 2-2X BLOCKING IN WALL AS Y f REQUIRED 2%12#1 FLOOR JOIST ra; 16" O.C. WITH SIMPSON t HANGER is, LACH FND AS REQUIRED TYPICAL USE 104X1.5" NAILS ;a SIMPSON MST 10 2X I—O.S. MEMBER INSTAL.LA'iION ONLY • 2� (2 Lk ' / I I I PROVIDE 2X SOLID BLACKING {a 8' O.('. NO PLYWOOD SHALL BE LESS THAN 12" IN ITS MAXIMUM BETWEEN 2X FLOOR JOISTS �jAcvr�>;��r' hEE rLAN LEAST DIMENSION ALL NAILING AT PLYWOOD SHEATHING SHALL BE COMMON NAILS PROVIDE 2-2X FLOOR JOIST UNDER STUD WALL WHICH iS PARALLEL TO FLOOR JOIST TYPICAL Ill" PLYWOOD C'DX 5 PLY WITH 8d Ca; 6" O.C. EDGE: UNLESS OTHERWISE NOTES (� NAILS 12" O.C. FIELD NAILS UNBLOCKED TYPICAL • {a LOWER ROOF AREA PROVIDE. 2.2X FLOUR JOIST UNDER BATH TUB AREA MS REQUIRED ---- -- - 2X802 RAFTER (a, 24" O.C. WITH SIMPSON U Gt�I' HANGER AS REQUIRED TYPICAL, LOWER ROOF PROVIDE SIMPSON HUTF HANGER AN REQUIRED AREA FOR GLB AND 4X FLOOR BEAM TYPICAL UNLESS '`I),,, 0 OTHERWISE NOTES I • � � � � / � ,-, � �, � � MiNIMt1M 4X12p1 HEADER TYP1C'Al. ra, FIRST FLOOR WINDOW AND DOOR TYPICALIa; TWO STORY AREA U.O.N. i ; I $ ( 2ND FL. SHEAR WALL PLYWOOD NEED TO BE i C'ONTiNUOUS DOWN T'O 2ND FLOOR WALL SILL PLATE SHEAR WALL PLYWD SHEATHING NEED TO BE CONTINUOUS (a, WALL INTERSECi'ION AREA INSTALL PLYWOOD PRIOR TO INSTAL!. THE iNTF.RSEC'TION WALI. 1 i ! _ itiDIC;tT'ES 2ND FL. SHEAR WALI. TYPE AND MINIMUM LENGTH SEE SHEAR WALL i �) S('HEDULE BELOW AND DETAIL 201SI � INDICATES SIMPSON SEISMIC HOLUOW:N OR (q 11 STRAP WITH 2-2X STUD TYPICAL L.O.N. SEE lV I �Z DETAIL 19/S2 & 201S2 IV 104, I,T �, DI 1�xl2 1 I'2) (p�� per �``��I I`� i / AL z r, ' L� cai�en!, /oP — Fr j . � 1 ' i � I � J 1 i ' � t, � � 4t�i•M "".�... ��>'r} :`- t �>e� ^' IK/ IS d`r1 / I � ' 1 I i 'fl I i�� y I r � 4 � , r �:I �• � x a i T. Y r- I r-� I ; �1. V Ir' (�) I i ��. `' 1 `f di ' { Ijj , �yY {xr1✓1 ' �i I 77 f�� p � - ' , •yy' i I \`I I �!_�(C/G/ I i� IY`•I, ! �� y �! i I r�'• ws ' ,Ve Ix` ` `` I ` ' _--i i `- k ` ' ' 4-�-. _,�, ...__ I ---i �.,•�.. u ''I•.+Sk rt �+.� (` -�i`4 v� .x * N *A rk4i►a�f ,}.�.,11 �.5 loo -� W I� 1 �� G�'�� ! , - i � l�J f ��t 5��p II /./ �r 1 v I I } t 1 U .IPW I �•,'`� / j U Ila j1 D, G, W/h �rrL fu tiH61H �,r.LGtiLA71oN5 ANn DF.rAll,� �r�IN "` l ' t HAUL r~OVIVED FO k vl W 8r ir♦ �vL� ` f VA G' 1 r / /. ; • � I ,�Y+rl,. n /`riD FNPPROVL FQIO�`� *70 IN5T%� J s — 1 SECOND- FLOORhULAR YALL SCHEDULE - YI'21 318" PLYWOOD CDX WITH 8d (46" O.C. E.N. t I L 12" O.C. F.N, IX BLOCKING (BETWEEN RAFTERS) WITH SIMPSON A35 (a' 18" O.C. OR i6d (d. 6" O.C. 2X SILL PLATE; wITH i6d ,* 6" O.C. r� J.6, 1vwa row) Jy''t&. t W11 3/8" PLYWOOD CDX 4111 Rd (a, 4" O.C. F.N. 12" O.C. F.N. 2X BLOCKING (RETV :EN RAFTERS) WITH SIMPSON A35 'a 14" OX ')R 16d ,a: 4" U.C. 2XSILI iL.%]F\N11HIN, 14"O.C. 0 LOWER .RF. & SECOND FL. FRAMING PLAN I j REVISIONS I BY t s 3807 "= STRUCTURAL I �� TI E-x s Op�/ �}\ of`F / Date % io -q q Scale A5 1`10 j i r Drawn} Job Sheet "nl..r 1.. Tt1T �.f AYY J 1 -- JOINT IN BO?T. PLATE 16a AT IA" O.C. Iba AT IS" O.G. 12 • I (o d r,� �' I -I O 141_'f 10 - Ibd STAGGERED (M!N. EA. LAP) --- llt ; "I-7 TYPICAL NAILED PLATE 5PLIG r --DRILL i/2" DIA. HOLE BEFORE NOTCHINCs 1 I ME11BER - 5EE PLAN- —� NOTCHED 5EAT 5au,41RE FOR rULL BEARING -�8-_, ALLOUJ,4BL� 3 5UPPORT IN '1 Y ;1 TGNE5 AT �)D JOI5T5 DRILL 1:'1 DIA, HOLE T BEFORE NOTCHING1 4 -- I/Y 4 i L y rD v".. 1 a_�! I , I ti - - - - _ _ _ -- o L ,3 MIN. t _ I. NO NOTCHING OF STUDS 2. NO HOLES OR NOTCHING IN a ! JOISTS WITH D • 4" OR LESS _ --- 3. L CLEAR SPAN 4. D DEPTH OF JOIST 5 d • DEPTH OF STUD �, ALLOWABLE NOTIC �i6. NOLE5 IN WOOD 2.2x oR 2 x Bt m\ING JYPICA� -- - -- J015T HAN&69 (iYP SEE PLAN OPENING I f i I� 4 ba EA. I FIEGE' \� 4x ++FADER uy4ERE 5,L . - —4 t- i J%_E55 OTNERWu 6E 'NOUN ON FLAK ADC ONE 5%r" ' OR ELEVATION° ADJACEN- TC 1 LINTEL FOR ROU63 I OPENING- MORE THAN I II I - ROL&_iIN OPEN$ -----,I I —16Cf AT 121, O.C. N__Ll— FA PIFCF .µ S ip 015T5 a 5TUD5 - IZAbLK.d Tod TAIL d 01mr,AshU2� 2�J d� �, __ —_ n0��1,� JoisT �sll� o� op�N 6 • { 1 TYP' UNI VP6 NOTeV OTPEKWISE I!o d g ID,G. jr) D�ke� — —FKUvID� 4- 51MP•hjbm 5TgAPS. 10 f � 2�c to nlf�lD. WA , i� SINGLE OPENING FRAMING /h'Itvd T° PI P , I 'IMP 434 WHERE ''PEN'G SPAN LAP -,4AN 5'-0' 4-20Ca MIN - NTEL SEE 5CHEDULE ,x GILL WHERE REO'D (51406-Iv DA8+4ED ) 1-100 -OE NAILS AT EACH ENl , I � y 4 -0" MiN --- —1 ) -_ —6 6d MIN. AT 4 C.C. I P.E L�Pi l MAX. EA. SIDE OF _ i i. - IG d i' '' I r� — 1 5�'A ouGH 1 I I ` Op LNG\ 1 1 JC15T IN TOP PLATE DOUBLE STUDS AT OPENING OVER 4: 0" -2Y. CRIPPLE 16d AT 811 Cr,. I I1 , i. 2� bjup IN WALL PLYWOOD EDGE NAIL'G l AT ALL EDGES OF OPEN'G IN PLY'D SHEATHED WALLS AND FULL HEIGHT _Z4.. OF JAMB5 SPAN LINTEL CRIPPLE -b MAX. _4X6 _ _ 2X4_ _3 TO Ib .1;..---- 4X8 2X4 10'-o" — __— _ 4XIC 3X4 5_-01-MAx---- 5'-I' TC 8 -0' _ 4X6 2X4 Ul 8.4' TO IQ -rl" 4X8 2X4 I. 5CHECGULE ' FCR 4' STUD WALL USES. AT 6' RTJD WuLL J5E 6x MEMBER5 2 51ZE5 ABO1/E 4FF=L'' u'4LF6' NCTEG CTHERW16E ON i=LANS OR DETAILS. LINTEL_' THAT CMG NCT NA: A QC10P ! `+IRL!N5 CR FL.00R ,C 5T BEARING AE4VE Tr1E" '"GY' BE Aa NMO'r' r.';R' Nt;N-BEARNN.;t' WALL 0 ' TYPIGAL FRAMING AT INTERIOF I' WALL. OPEN ING5 'i A}6 FPWIEUON NO IOlhw. IAl IRiN{Ni 7 o DO No 1 r10 c N CD 10p OF I -A- L s L I N6 J5T< - .. J ' ! fi I TTT-1-` _`7I-F' _1 T r31 t Loom 5ATHI H& �iEti �I,AN ELK W/Il, d�8110,G1 --Mp, INToRMATION NOT NOTED �rti IS 2,4 FL'.; 14/ 1 '*,4 1. I� wa T-f, ;. __ . ri•�� .(X/� JD14Ty o�- off JA. FLovlz BEaM jr I 41 I 5 I�6I 5MIl 1 2 3 4 5 6 7I - BI- 91 - 101 �111 121 113 14: 151 � o Iv%1#a 2x w w/3•IGd__ wr H2.y ® 0, 0.6. vol PMT96 EE S�HMA Wi op 6 A ID Y.;11,f wov _COW" . 7 K TOO Top c a�. sts LOP RZA M IN` PLAN 1965 tit'?'. cotes * U11 W r JOISTO W/ 3•IGd TofA' I Mit 5E6 rVe FFAW4 PLAN AV60ATV SIMI' 112.066 OR W WAIL 004f �3 U2" PLYWOOD CDX 5 PLV WITH Ild 111 :lam i 1;E, ERAMIING P.LAB NOTES, (ty 6" U.C. EDGE NAILS 12" O.C. FIELD NAILS UNBLOCKED TYPICAL SEE ARCHITECTURAL DRAWINGS (4 ALL ROOF AREA FOR DIMENSION ALL NAILING AT PLYWOOD SEE STRUCTURAL DRAWING SHEET SHEATHING SHALL BE COMMON S4 FOR GENERAL. NOTES AND NAILS STANDARD DETAILS PROVIDE SIMPSON MST48 Ca SIDE OF EXTERIOR WALL AND SHEAR SNAILING SCHEDULE SHEET WALL LINE TOP PLATES WHERE S4 FOR TYPICAL SIZES AND BOTH TOP PLATES SPLICED (ai SPACING SAME LOCATION ADD 2-2X SEE ARCH., MECH. AND ELEC. BLOCKING AS REQUIRED DRAWINGS FOR OTHER USE 16dX1.5^ NAILS *SIMPSON !LIST REQUIREMENTS NOTES & DETAILS TO 2X MEMBER INSTALLATION WOOD FRAMING STANDARD ONLY DETAILS SEE SHEET S3 2X12#2 RAFTER (aa 24" O.C. WITH ALL GLULAM BEAM CAMBERS SIMPSON U HANGER AS REQUIRED ARE. MEASURED FROM A IYPICAL (Ps ROOF AREA U.O.N. ON STRAIGHT LINE DRAWN PLAN PROVIDE BIRD CUT *' TOP THROUGH SUPPORTS CAMBERS OF WALL AS REQUIRED ARE UP TYPICAL UNLESS (YTNERW(SE NOTES TAPER THE BOTTOM OF HIP AND VALLEY BEAM FOR FLAT CEILING AS REQUIRED PROVIDE SIMPSON HCP (a EACH HIP BEAM TO W'ALI. CORNER TYPICAL OR PROVIDE 2- SIMPSON A35 (a) SIDES OF HIP BEAM AND SLNIPSON MST24 C SIDE OF TOP A� PLATES G (� PROVIDE 2-SIMPSON A35 4; EACH VALLEY BEAMS TO WALL CONNECTION 2.2X OR 4X -VERTICAL AND 2X6 DIAGONAL BRACE 4 EACH SIDE KING POST WITH 2-SIMPSON A35 (y f` I TOP AND BOTTOM TO SUPPORT { +II RIDGE, HIP AND VALLEY BEAMS TYPICAL SEE DETAIL IS/S3 UNLESS OTHERWISE NOTES LOCATION AS I SHOWN ON PLAN AND ADD 4X4 OR 2-2X4 STUDS IN WALL UNDER KING POST I I 2X402 CEILING JOIST 4i 141, O.C. WITH SIMPSON U HANGER (a; EACH END WHERE SPAN L <8' 71, S��IGEn) K, .yT 2X602 CEILING JOIST 4 24" O.C. WITH SIMPSON U HANGER C EACH Y END WHERE SPAN L < 12' 2X8#2 CEILING JOIST C 24" O.C. \F WITH SIMPSON U HANGER w EACH END WHERE SPAN 1. < 16' CEILING JOIST WITH MINIMUM 4- 16d (aj END TO RAF fER AS REQUIRED x I PROVIDE 2-2X MEMBER AROUND SKYLITE OPENING 4 CEILING AND ROOF LEVEL ADD SIMPSON ST6236 (a; EACH CORNER OF OPENING (a ROOF LEVEL ONLY FOR ROOF OPENING SEE DETAIL l`� I 14lS3 ADD SLAIPSON ST6236 @ EACH CORNER OF OPENING o ROOF ' LEVEL ONLY �t USE 4XI2N2 HEADER Cd SECOND FLOOR WINDOW AND DOOR TYPICAL (di BEARING WALL AND Ir'v EXTERIOR WALL. U.O.N. MINIMUM 4X6#2 HEADER (a� SECOND FLOOR NON -BEARING WALL WINDOW AND DOOR 1 TYPICAL U.O.N. SEE HEADER SCIIEDIILE ON SHEET S3 FOR SIZES 1x' T NOT SHOWY ON PLANS ' 2 1 PROVIDE SIMPSON WBI26 tC .6 n a MINIMUM WITH 8-16d (dl EACH FIND f TO ROOF RAFTER TYPICAL (at EACH CHIMNEY PROVIDE ©C PLYWOOD EDGE NAILS FULL. LENGTH (y RAFTER WrrII TIE: '" M5 SHADED ROOF AREA INDICATES ' # CALIFORNIA FRANIING ROOF PLYWOOD SHEATHING 4i MAIN ROOF NEED TO BE CONTINUOUS _ DOWN TO EXTERIOR WALL SHADED WALL INDICATES CRIPPLE STUDS CONTINUOUS SIP TO ROOF WITH PLYWOOD EDGE NAILS (a;. TOP OF ROOF AND WITH 318" PLYWOOD In SIDE OF SHEAR WALL LINE FULL LENGTH ADD C� SIMPSON MST48 @ TOP PLATES SPLICED LOCATION ALONG THIS �-' WALL 1 1 , REVISIONS BY GENERAL NOTES 3. SPLICES IN WALL REINFORCING SHALL BE STAGGERED 48" 5. LUMBER IS TO BE COAST REGION DOUGLAS FIR GRADE 24F, MINIMUM UNLESS NOTED OTHERWISE. V4 FOR SIMPLE SPAN BEAJMit 24F V8 FOR BEAM WITH CANTILEVER END AT GENERAL 4. ALL REINFORCING, ANCHOR BOLTS, AND INSERTS SHALL 13E COASTG RE4 ICON D0UG1 I *0 HEM FIR TO COMPLY AMOROVED ALTERNATE To 159 WI H ION OR �q -LAP FOUNDATION MECHANICALLY SECURED IN PLACE PRIOR TO PLACING CONCRETE I�C9A. 3311�-� Z FOUNDATION BOLTS NNN SIZE LAP SIZE LAP .0 BILL I. ALL MATERIAL ANp WORKMANSHIP SHALL CONFORM 1 WITH REC.2UIREMENTB OR GRATING MASONRY. CONSTRUCTION JOINTS SHALL BE 03,04 24" 08 59" TO THE IJNIFO1RfM BUILDING CODE, 19'S4 EDITION. CLEANED. 6. LAMINATIONS TO BE 1-1/2, %-01 15 26" 0% 14" 33" MO 55" t 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 5, CONCRETE PROTECTION FOR REINFORCEMENT, I. BGARF TO BE AS PER GS-253.63 (FINGER TYPE). •T 48" hl 116" SITE ENGINEER SHALL BEFORE STARTING WORK THE ARCHITECT AND A BELOW GRADE UNFORMED - 3" CLEAR S. MOISTURE CONTENT TO BE AS PER CS-253.63. EWaINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 135 N01ES 3. THE GENERAL CONTRACTOR SHALL CHECK WITH MECHANICAL AND B• BELOW GRADE FORMED '_ 2" CLEAR d MUTORE THESE VAUES ®Y 14 9. ADHESIVE TO BE WATERPROOF• IF MORE THAN 12 DEPTH OF LONG. 6" b" b" CAST BELOW BAR MIN, MIN. TYP. BOLE TYP. FBOLT? MIN. ELECTRICAL CONTRACTORS FOR PIPE SLEEVES, CONDUITS ETC., C. WALLS .-_.. IN CLEAR pp b TO BE EMBEDDED IN CONCRETE BEFORE BEGINNING THE WORK 10. SEAL ENDS ONLY. 9" V' SPACING SPACING 13 STIRRUPS t TIE. HOOK SPLICE MAX.MAX. MAX. D. COLUMNS 1-10" CLEAR ll. APPEARANCE TO BE INDUSTRIAL UNLESS OTHERWISE NOTED. 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER OR 2 1/1" N. D• d 03 THRU 08 THESE GENERAL NOTES. 12. PRIME OF FINISH -NONE UNLESS OTHERWISE NOTED. 5. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED. 6• WELDING SHALL BE DONE BY CERTIFIED WELDERS IN ACCORDANCE D' h0 M1 FOUNDATIO SILL IBOLTIN LAYOUT M DO NOT dCALE THE DRA�IINGB WITH AWS STANDARD CODE 012.1, USING LOW -HYDROGEN COATED 13. WRAP - LOAD. ELECTRODES, E10XX SERIES. D �`- 14. INSPECTION TO BE BY AITC. D od b 6. NO CHANGES ARE TO BE MADE ON THE PLANS WITHOUT THE 1 NOTIFY TWE ENGINEER 48 N01I1Q8 IN ADVANCE BEFORE PLACING KNOWLEDGE OF THE ENGINEER WHOSE SIGNATURE APPEARS HEREON. CONCRETE 80 THAT HE MAY INSPECT THE REINFORCING STEEL. I5. BUMIT CERTIFICATION FOR GI.BO TO CITY BEFORE INSTALLATION. D += � PROJECTION BOLT SIZE D DI r � e i• THE DESIGN ADEQUACY AND SAFETY OF THE ERECTION BRACING, MGIR 0 a 5d FOR 3 TWRU Ml 3/8" DIA AB, 4" 1" SHORING, AND TEMPORARY SUPPORTS IS THE SOLE RESPONSIBILITY fI °° I/2" DIA AS, 4" 1" OF THE CONTRACTOR AND WAS NOT BEEN CONSIDERED BY THIS NAILING SCHEDULE CONNECTION GRADE 60 11 Q " » OFFICE. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF STRUCTURAL STEEL AND MISCELLANEOUS IRON I BEND MIN. D ■ 6d FOR 3 Twft �S I I 3/4" DIA AS, 5 1 THE STRUCTURE PRIOR TO THE APPLICATION OF SHEAR WAILS, ROOF JOIST TO BILL OR GIRDER, TOENAIL 3-Sd D • 8d FOR 5 510 4 hl U Ora' BEND , 1/8" DIA A.B. 6" 1" 4; <4 AND FLOOR DIAPHRAMS, AND FINISH MATERIALS. HE SHALL PROVIDE I STRUCTURAL STEEL SHALL CONFORM TO SPECIFICATIONS FOR p ■ 10d FOR 014 4 00 v IN DIA AD. 1" 1" 118� ALL NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO STRUCTURAL STEEL FOR BRIDGES AND BUILDINGS ASTM A36. BRIDGING TO JOIST, TOENAIL EACH END 2-8d c p�••� ^ i V8" DIA A$. 8" 8" b',1b APPLICATION OF THE AFOREMENTIONED BUILDING COMPONENTS. STANDARD NOOK $ LA ETAI ° ODBERVATION VISITS TO THE JOB SITE BY PERSONNEL FROM THIS ," " 1 I/4" DIA AJ9. 9" 9" OFFICE SHALL NOT INCLUDE INSPECTION OR APPROVAL OF THE 2. FABRICATION AND ERECTION SHALL COMPLY WITH THE LATEST 1 X b 8Ui9FLOOR OR LESS TO EACH JOIST, 9, ABOVE ITEMS. AISC SPECIFICATIONS. FACE NAIL » 2.8d ^ t �-- HOLE MUST BE DRILLED IN C'TN 8. THE GENERAL CONTRACTOR SHALL INSURE THAT THERE IS A FULL 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO ASTM A301. WIDER THAN i X b SUBFLOOR TO EACH JOIST, I OF PLATE a MUST BE LE66 THAN � � � TIME QUALIFIED SUPERINTENDANT AT JOB BITE AT ALL TIMES. FACE NAIL 3.8d I/1 WIDTH OF PLATE WHEN4 4 PIPE COLUMNS SHALL CONFORM TO ASTM A501. 1 HOLE EXCEEDS 1/3 PLATE WIDTH, Y 9. PROVIDE SPECIAL INSPECTION FOR ALL ITEMS AS REQUIRED BY UBC 2" OU15FL.00R TO JOIST OR GIRDER, BLIND AND HOLES TO ADO STRAP EA SIDE USE 1 1/4" ;G 5. TUBE COLUMNS SHALL CONFORM TO ASTM A500 GRADE B. FACE NAIL 2-Ibd X 16 GA X 16" STRAP UATH 12- 4 AND LOCAL CODE AUTHORITY. DRILLED IN b. ALL WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING CTR OF STUDS 16d WAILS MIN, I° D PROJECTION A8 REQ'D 10, THESE PLANS ARE THE PROPERTY OF DAY BUILDINGDL:S�R6 BOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d at ib" or. 4 ARE NOT TOP PLATES APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS. NOT TO BE USED IN WHOLE OF IN PART FOR ANY WORK OTHER THAN " EXCEED 40% OR LINTEL THE LOCATION SHOWN HEREON. ALL FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP SOLE PLATE TO JOIST OR BLOCKING, AT BRACED 3-lbd per 16 OF STUD WiDTHV � OF ANY APPROVED FABRICATOR . OR PROVIDE SPECIAL INSPECTION WALL PANELS RA s FOR ALL STRUCTURAL WELDING. WELDING MAY 13E PERFORMED BY OR BEE U15C DOLT M„�L BEDDED IN CONCRETE SUBMERSED ARC PROCESS USING AUTOMATIC WELDING (SAW-1). TOP PLATE TO STUD, END NAIL 2-I6d 2326.11,E 1. FABRICATOR TO SUBMIT SHOP DRAWINGS TO THE ENGINEER AND STUD TO SOLE PLATE, TOENAIL 4.8d MINIMUM WOOD SILL 5OLTING FOUNDATIONS ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 2X STUDS AT H - STUD TO SOLE PLATE, END NAIL 2-16d 9„ Ib" O.C. O 1, ALL FOUNDATIONS AND SLABS ON GRADE ARE COMPLY WITH THE DOUBLED STUDS, FACE NAIL 16d at 24" oz. 9„ 2X SILL PLATE RECOMMENDATIONS OF SOILS REPORT AS SUPPLIED BY THE OWNER REFER TO SOILS REPORT c DOUBLED TOP PLATES, FACE NAIL Ibd et I6" oz. 'X' 'X' 'X' C �' 1554 APRIL 28, Ic1g9 LUMBER � �� 6 W H E TIN& 6 A6500 IATEG� , 1 NG- I ALL STRUCTURAL. LUMBER SHALL BE GRADED IN ACCORDANCE DOUBLED TOP PLATES, LAP SPLICE 8-Ifdd ALT. � � �� $ o to 2• DESIGN SOIL ALLOWABLE BEARING PRESSURE IS 1.0 5 C U i_) WITH GRADING AND DRESSING RULES NO. 16 OF THE WEST BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP 3-801 COAST LUMBEiOMIAN'S ASSOCIATION ~ PLATE, TOENAIL _ � � < KI 3. ALL EXISTING FILL SOIL AND ALL DISTURBED NATURAL SOILS 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH COAST WHERE HOLES EXCEED CONC. FTG. SEE o o e AND ORGANIC MATTER ARE TO BE EXCAVATED AND REPLACED AS REGIONAL UNLESS OTHERWISE NOTED. RIM JOIST TO TOP PLATE, TOENAIL 8d at 6" oz, 1/3 PLATE WIDTH, FOUNDATION X REQUIRED WITH PROPERLY COMPACTED FILL. ADD I BOLT EA SIDE PLAN 3. ALL HORIZONTAL FRAMING MEMBERS SHALL BE NO. I OR BETTER TOP PLATES, LAPS AND INTERSECTIONS, OF HOLE ' 4. ALL FILLING, BACKFILLiNG AND RECOMPACTION ARE TO BE DONE OR AS SHOW ON THE PLANS. ALL WOOD POSTS TO BE NO. I. FACE NAIL 2-I6d L-1205 I'� !} UNDER THE SUPERVISION OF AN APPROVED SOILS ENGINEER STUDS TO BE STUD GRADE OR BETTER ~ (ACCORDING TO ACCEPTED INDUSTRY STANDARDS.) CONTINUOUS HEADER TWO PIECES Ibd at Ib" oz. TYP. HO E5 4 NOTCHES 4. ALL WOOD BEARING ON CONCRETE OF MASONRY IF LESS THAN 4'0" along each edge ABOVE GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR IN STUD WALL CONCRETE CEILING JOISTS TO PLATE, TOENAIL 3-8d �2-•5 5. STRUCTURAL MEMBERS SHALL NOT BE CUT OR PENETRATED FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d I. ALL CONCRETE SHALL ATTAIN A MINIMIL 1 COMPRESSIVE STRENGTH O AT 28 DAYS OF 25M PSI FOR CONCRETE SLABS AND 2bO0 PSI 6. RILL DEPTH SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS CEILING JOISTS, LAPS OVER PARTITIONS, CATION WALL FOR FOUNDATIONS. AND RAFTERS AT ALL SUPPORTS. FACE NAIL 3-16d OR CORNER END 4 INTERSECTION ALT.-CORNER FILLED W/ GRAVEL 2. ALL CEMENT SHALL CONFORM TO UBC IW31 1. FOR JOISTS AND RAFTERS GREATER THAN 8 IN DEPTH CROSS �1N�sJ�E LAYER MIN. " CEILING JOISTS TO PARALLEL RAFTERS, BRIDGING SHALL BE PROVIDED AT VON O.C. MAXIMUM. USE RULL- FACE NAIL 3-16d ' 1 'X' U 3. ALL CONCRETE SHALL HAVE A MAX. SLUMP OF 3 1/2" UNLESS DEPTH BLOCKING OR AN APPROVED TYPE OF METAL BRIDGING. OTHERWISE APPROVED BY ENGINEER 8. PROVIDE I X 6 DIAGONAL. LET -IN BRACING AT 1 TO I EVERY RAFTER TO PLATE, TOENAIL 3-8d _ X' x r 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO UBC IW33.1.1 25'0" O.C. IN ALL STUD WALLS NOT SHEATHED WITH PLYWOOD. BUILT-UP CORNER STUDS Ibd at 24" oz. BRACE OWALL RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. I l•'! 5. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, AND FINISHES FOR ALL CONCRETE WORK I" X 8" SHEATHING OR LESS TO EACH BEARING, _ X S. HOLES FOR BOLTS SHALL BE 1/32" TO 146" LARGER THAN FACE NAIL 2-8d 6. LOCATION OF CONSTRUCTION AND WEAKENED PLANE JOINTS SHALL BOLT DIAMETER WIDER THAN I" X 8" SHEATHING TO EACH BEARING, BE APPROVED BY THE ARCHITECT AND ENGINEER FACE NAIL 3.8d _ -3 Z-03 U 10. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER I. PIPES MAY PASS THROUGH CONCRETE IN SLEEVES, BUT SHALL NOT HEAD AND NUT, V1 BE IMBEDDED THERIN. IN BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d l�` 11. ALL PLYWOOD SHALL BE 1/2" COX AT ROOF (3/4" T4G AT 9" IN. W' I'-b" 8, PIPES OR DUCTS EXCEEDING ONE-THIRD (1/3) OF SLAB OR WALL FLOOR, 3/8" CDX AT WALL), UNLESS OTHERWISE NOTED. STRUCTURAL LEDGER TO BE LAG SCREU,ED. 'X' THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS NO DIGGING FOR PIPE SPECIFICALLY DETAILED. 12• PLYWOOD ROOF DIAPHRAM NAILS SHALL BE NO.10 PLYWOOD OR TRENCH, PARALLEL TO .o W PASLODE 2-1/8"LONG WA PASLODE ICBO N0.2403 UNLE88 ABBREVIATION NOTEc F,C. WITHIN THESE LINE OTHERWISE NOTED. AB, ANCHOR BOLT Hop. HEADER 1. CONC. FILL TO BE MADE NO ADJACENT FOOTING TO B 13. NAILING TO BBEFORE FOOTING 18 POURED. E INSPECTED PRIOR TO THE INSTALLATION OF PERMITTED BELOW THIS LINE CORNER END 4 INTERSECTION ALT.-CORNER a W • FRILL WIDTH OF FOOV0 MASONRY ANY COVERING. BN. BOUNDARY NAILING WDR. WANDER 'X' •FULL WIDTH OF TRENCH 14, VERIFY SIZE AND LOCATION OF ROOF OPENINGS WITH ARCHITECT CTSK COUNTERSUNK JOT. JOIST 2. STEP FOOTING AS REQ'D FOR THESE CONDITION.DO{�BLE LAYER MIN. W 1. CONCRETE MASONRY UNITS SHALL BE GRADE N, AND CONFORM AND ENGINEER 3. DIMENSIONS SHOWN ARE MIN. DIMENSIONS. " �j • 04 TO ASTM C-90 UBC Standard No. ZI-4. D.F. DOUGLAS KIP, KING POST 4. PIPES ARE TO CLEAR SLEEVES IN ALL AROUND. CONCRETE = X . 40 DIAM. 2 -0 MIN. V 15. FOUNDATION SILLS, HAILERS AND LEDGERS IN DIRECT CONTACT 5. BACOILL TO BE AS PER SPECIFICATIONS. MASONRY ■ 'X' ■ 40 DIAMI. 2'-6" MIN. u 2. MORTAR SHALL BE TYPES AND CONFORM TO ASTM C-416, WITH CONCRETE OR MASONRY AND WITHIN 6' OF GROUND: PRESSURE -S DOUJELB Ms. MACHINE BOLT ' UBC Standard No. 21-20. TREATED DFCR NO.2. E.E. EACH END 01C• ON CENTER PI E5 THRU OF, UNE)FER FOOTING TY R WA L AND FOOTING M 3. GROUT SHALL CONFOFd`1 TO ASTM C-416 UBC Standard No. 24-29 ib• BEAMS AND POSTS 6X AND LARGER} DFCR NO.I. EF. EACH FACE PI•P• POUR IN PLACE K�JREINFORCING N WITH A 28 DAY ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI 11 BEAMS AND POSTS 4X AND SMALLER JOISTS, HEADERS: OFCR NO.I. !V AND A SLUMP OF 8" TO 10". EN. EDGE NAILING P.T. PRESSURE TREATED DIAL. BARS SAME FOOTING REMF. SIZE AS TYP. 4. ALL CELLO SHALL BE GROUTED SOLID. GROUT SHALL BE POURED 18. STUDS, PLATES, BLOCKING AND ALL OTHER WOOD NOT OTHERWISE E.S. EACH SIDE SAD. SEE ARCHITECTURAL DRAWING FTG• REINF. 3 AT 24" oz. AT STEP IN LIFTS OF FOUR FEET MAXIMUM WEIGHT. NOTED] DFCR N0.2. 5" CONCRETE SLAB -ON -GRADE W! ot:essro E.W. EACH WAY T.OF, TOP OF FOOTING e oQp k� . ALL REINFORCEMENT SHALL WAVE A MINIMUM COVERAGE OF ONE IS. ROOF PLYWOOD SHEATHING: DFCR C-D INTERIOR GROUP I, 5 PLY, R F18" O.C. EACH I OVER a CENTER OVER rtao•y �.oyF 5�yFyc FN. FIELD NAILING T.O.W.TTOP OF WALL 2 FINE GRAM SAND OVER BAR DIAMETER OVER ALL BARS WITH NOT LESS THAN 3/4" COVERAGE. WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX 24/0. 4" (MINJ CCMPACTED CFL*HED ROCK, TYP. 3 3e07 6. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAMS. 10. ALL LUMBER SHALL BE KILN DRIED. FFL. FINISH FLOOR LINE U.ON. UNLESS OTHERWISE NOTED SAW CUT FORM OR p S UmFtAL FIG. FINISH GRADE WJUM. WELDED WIRE MESH Y JL3�6" U� QUICK JOINT Exp. ��- (OR L?QUAL) FILL STANDARD pO a: I. ADD 2-05 MINIMUM AROUND ALL MASONRY OPENING WITH 3'.0" WITH SEALANT HOOK ALL �rqf of M. PROJECTION BEYOND THE OPENING. WITH FTC. REINF. 8. PROVIDE MATCHING DOWELS TO BLAB, FOUNDATION OR COLUMN. GLU•LAM BEAMS SPECIAL INSPECTION � � � _ ' / 4 i. ALL GLU-LAM MEMBERS TO BE FABRICATED BY A LICENSED 9. PROVIDE VERTICAL CONTROL JOINT AT 301-011 O.C. MAX. OR AS FABRICATOR TO MEET UCLA, AITC, AND GOVERNING USC PER UBC 1101 IS REQUIRED FOR THE FOLLOWING 0 iti w u�j AA SHOWN ON PLAN. REQUIREMENTS. cUiL s 1. KEBABS AND CONTINUE"CONCRETE PLACEMENT FOR Date 5, 0 1 2. INSPECTION REPORTS TO BE FURNISHED TO THE GENERAL CONCRETE WALLS, UBC 110L5.1 ° CONTRACTOR AND TO THE ENGINEER UPON REQUEST. w �!_- -- scale NONE 3. CONTRACTOR TO SUBMIT SWOP DRAWINGS TO THE ARCHITECT 2. BOLTS INSTALLED IN CONCRETE WITH ASSUMED STRESS �`() REINFORCING STEEL AND ENGINEER PRIOR TO ORDERING. INCREASES. UBC 1101.5.2 � � _ Drawn 0. PINION GRADE W WATERPROOF MEMBRANEdQ FOOTING REINF. i. ALL REINFORCING SHALL BE GRADE 40 AND CONFORM WITH 4. CUTTING, NOTCHING, OR DRILLING OF GLU•LAMS TO BE N � SAW CUT TO BE MADE 2'-6" 2'-6" I'.6" Job ��() AS1M A-619 UNLESS NOTED OTHERWISE. ONLY AS SPECIFICALLY NOTED AND/OR DETAILED ON PLANS, 3• OHOPNMID FIELD OTRUCTURAL BUILDING (UKLE88 - - WITHIN 12 HOURS OFLAO 2. REINFORCING SHALL BE SPLICED ONLY A9 NOTED. SPLICES OR AS APPROVED BY THE ENGINEER PERFORMED IN AN "APPROVED SHOP") UBC 11015B PLACEMENT TYP. TYP. MNF. sheet S AT OTHER LOCATIONS AS APPROVED BY THIS OFFICE. INSTALLATION OF HIGH STRENGTH BOLTS (UNLEOO PERFORMED IN AN "APPROVVED SHOP") LIDO 1101J516 T1' .TOO JOINT IN ST FOOTING '�JCONCRETE 5LA5 ON GRADE Of ,;! shaeta AMDAAFT I CTI