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10179570_302 W. STEVENS - Plan (2)
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10179570_302 W. STEVENS - Plan (2)
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Last modified
5/2/2021 11:54:11 PM
Creation date
10/25/2020 9:44:32 PM
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Plan
Permit Number
10179570
Full Address
302 W Stevens Ave
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SOLID PANEL SPANS FOR COMMERCIAL & PABGS*=:=90/100/110 MPH EXPOSURE B&C <br />, .77 .09R. (I.S.) -.67025.E-11 /740\RAY (ze¥§r x 2 65. FLAT PAN (SEE NOTE 1 BELOW) <br />ALL UNMARKED RADII .06R k 3% Llc PANELT 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN <br />45?4 (PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C <br />No. C37948 9 1* 1.97 .75-1 1.92- .75 1.97 .018 12'-6" / 11'4'** 11'-g 9'-1O'W 10'-2M* 93:/=1,5 >EXP. 03/31/,5 //13'.3· /'17-4· /17.7- /91·.A· /41'.10·/ 11'-0" <br />ALUM. ALLOY 30044136 OR EQUAL X >/ <br />Il'-8'r x 2 35' FLAT PAN (SEE NOTE 1 BELOW) <br />13'-6 /11'-10>··· 12'-160- 10'-BL./ 11'->/ 9'-9020 <br />032 18'-3' .*+ 16',/ 16'5,/ 14'-g,/ 15'-3' -0 13,4 <br />/-18'-0 /'16'-9= /'17'-0- /'15'-r / 16'-1' /- <br />040 20'3:/ 19.3 193,/ 17'-3,/ 17'·9/ 15'-1 <br />1 00 -Z / 1 J .4 / 1 J -0 / I Z - 1 - / 12 -4 / 11.-0--L.L.=PANEL-r 90 MP -1 SPAN 100 MPH SPAN 110 MPH SPAN U L-1 10 .024 /////(PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.8 EXP.C /15'-4' / 14'-4' *'-14'·6' /'13'43' /-13'-80 / 12'-8' <br />20 <br />30 <br />11'-4* <br />.020 <br />13'zt> 024 <br />.040 <br />/1 7-9 <br />10'-6' <br />020 <br />11'-7' <br />024 <br /> 11'-6 <br />032 <br />/13'4 <br />15'-2- <br />.040 <br />/15'-0 <br />.020 <br />/ %'-T <br />10'-20 <br />024 <br />10'-1 <br />.032 <br />040 133> <br />/ 14'g,/ 14'-8/ 13'-0·13'-4'-*/ 11'3>r /14'-9» /0' /13'-10' /14'-2" /13'-1 <br />' /16'4' / 16'-9- /15'-7' /0'-10' /14'-8 <br />/ 10',/ 10'Ll>/ 9.-1>/ 9'-4' -M 8'-3' <br />9'-70 / 9'-0' <br />/ 11'-1>/ 113>000' 10'50/ 10'-L· 9,6, <br />' /12'-8' /32'-9' /202' /12'-3' /1'-7 <br />14'-71/ 13'40*/ 14'-1'13'-2' <br />13'-7' /'13'-9-13'-0 <br />/ 11'4>/ 11'3>0/ 11'it>/ 11'.>/ 103> <br />04' /11'-4' /TO'-10*/91'-1' /90'-6 <br />/ 12'3>/ 13> 12'4" 12'-·/ 12•4· <br />14'-10' <br />10 NOTE :DETAIL FOR /20'-r / W-T / 19-4' / 2'-0' / 18'-4' / AT-0'135 ,PANEL FASTENERS 11'-4' / 10'-9* /10'-19 9'-1: 10'- 9'-.032 ARE SHOWN IN .018 / / <br />15'-1( TABLES 1,2 AND 3 /11'-r /'10'-8" /10'-9 /10'-2' /'0'-3' /9'4* <br />18'-1" - ,SHEET 6 OF 33,12'-1" / 11'-60 / 11'-r / 10'-8- / 11'-1' / 919' / <br />020 <br />11'-10' ./-11'-4' 11'-8' %19-9 11'-0' 10'4" <br />13'-1>/ 12'-6>/ 12'-7>/ 12'-OL./ 12'-IL-/ 11'-0· <br />20 .024 -13'-0' /17-3' M-12'-40 /11'-9'· /11'-10· /11'-2' <br />15'-AL,/ 14'-8-/ 14'-9L/ 14'-01/ 14'-21./ 13'-4· <br />032 -15'-2' /-14'-6' /14'-7' /13'-9' /'-14'-4 /13'-2" <br />16'-86/ 16'-BL./ 16'-80 16'-0/16'-25*WV" <br />040 16'-8' /16'-6' /-18'-r /15'-8' /16'4 /15'-0' <br />10%Ob/ 9'-r,/ 9-8'-0/ 9'-3'-/ 9'-dlt,/ 9-0.018 1'-10- /9'-8' /9'-r /9'-2' /9-3' /8'-9' <br />10'-76,/ 10'-32+ 10'-31./ 9'-1010/ 10'-OL./ 9%6. <br />.020 10'·60 /10'-1" /10'-2' /'9'-9" /1'-10' /'9'-4' <br />11'-6' / 11'-10 / 11'-2' / 10'-8' / 10'-9" / 10'-3' <br />30024///// <br />/ 11'-4' / 11'-0' / 11'-1' / 10'-r / 10'-8' / 10'-2' <br />13'.6*% 13'-0/ 13'-1./ 12'-7000 12'-80/ 12'-1> <br />032 13'-4' /42'-10*/i2'-10' 2'4' /12'4' /11'-10' <br />- 13'-2* ---12'4' M-12'-9' -12'-3' 12'-4' %-11'-9' <br />FOOTNOTE: <br />'SAMPLE' <br />14'-r / 14'-7' / 14'- 14'-3'-,/ 14'·,/ 13'-94///16'-8* /16'-6" /16'-7' /15'-8' /16'-0' /5'-0' <br />NOTE 1: WHERE MULMPLE SPANS OCCUR, MULTIPLY <br />TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN <br />IN TABLE 1, SHEET 1. <br />FIGURE INDICATES ATTACHED -/| <br />r --t-FIGURE INDICATES FREESTANDING <br />DRAWN BY: E.N. <br />IAPMO ERI 0195 DATE: 10/01/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA CA (951)741-2107 <br />PANEL SPANS <br />LIVE LOAD c <br />10,20&30<f <br />HORIZ. WIND , <br />90,100 & 110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />0280 ALPINE AVE., SACRAMENTO. CA 95820 <br />(918)482-7021 FAX 403·1510 11181@ck,r,klm.corn SHEET 5 OF 33
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