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10179907_4525 W. 5TH - Plan
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10179907_4525 W. 5TH - Plan
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Last modified
5/7/2021 3:45:39 PM
Creation date
10/25/2020 5:17:54 PM
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Plan
Permit Number
10179907
Full Address
4525 W Fifth St
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7" I-BEAM W/ (1) "C" SPLICE <br />FREESTANDING & ATTACHED SOLID COVERS <br />90 MPH 100 MPH <br />12' OR LESS <br />110 MPH <br />EXP. B&C <br />20# L.L. <br />5' <br />6' <br />7' <br />8' <br />9, <br />10' <br />11' <br />12' <br />13' <br />FREESTANDING <br />MAO(.POST <br />SPACING FTG. MIN. <br />(SPAN)(IN.) POSTTYPE <br />25'19' 34 <br />-24'-9" 36 J <br />23'-1'--32- . 1-22'-7" 0 <br />21'-10' -32 I <br />./i?Eb· --52--7 <br />204"32---1 <br />- 19'-7" 33 J <br />19'-4" -31 I <br />18'-4' -31 I <br />- 1 1-7" 33 J <br />17'-6'*321-7- 16'.9» <br />-121601.3032-J- <br />16'-2'- 30- I <br />15'4"-33 J <br />ATTACHED <br />MAX.POST <br />SPACING FTG. <br />(SPAN)(IN.) <br />26'-0'- 30- <br />*10" -33 <br />23'-9'-31 <br />22'-9" 34 <br />22'-1' 32 <br />21'-1' -35 <br />20'-r- 33- <br />19'.9' -35 <br />19'-6" 34 <br />-18t7' -36 <br />18'-€ 34 - <br />17'-8" 37 <br />174<35-16'-10" 37 <br />16'-19" 35 <br />- 15'-7'-37 <br />15'4'-- 35- <br />-15-0'-38 <br />FREESTANDING ATTACHED <br />MIN.MAX.POSTPOST SPACING F TG. MIN.MAXPOST <br />TYPE (SPAN) (IN.) POST SPACING FTGTYPE(SPAN)(IN.) <br />E 25·.:0 35 25'-1: 32-23'-80 - 37 J --17-8.-34 <br />ji--F-5§%A J 20'.9" -35 <br />22'-10" 33 <br />21'-1F -*:A J 31.i:17·3%6-F 19'ZE N-1 519"35--18'-9' 15 J - 18'-0' 37 <br />18'€ 33 18'-9' - 36F -17-W -15 j <br />173"221-7 174'39F -16'-100 34 J - 16'-2" 38 <br />F 16'.1 32 1 17'-0" 37 <br />16'-1" -34 3 15'-4' 39 <br />167 - 32-15'-8'- 37F 154· -34 J -1<4'-9' 39 <br />g 15'-76x 32-15'-1"- 37' 14'-9' -35 J 14'-2" -40 <br />MIN. <br />POST <br />TYPE <br />E <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />FREESTANDING <br />MAX.POSTSPACING FrG. M(SPAN) (IN.) 7 <br />24'-1-:E-.2 <br />-2248' 39 <br />22'-0' 36- <br />20'-9" 38 <br />20'4: 35 <br />9'-2" 17 <br />19'-1"--35, <br /> 8'-0' 16 <br />18'-0" -34 <br />1720" 16 <br />17'-1"34- <br />- 16'-2" 15 <br />167-33 <br />15'4»-35 <br />15'-7-34 <br />1409" - 36 <br />15'-0"-34 - <br />-lier-16 <br />K <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />j <br />ATTACHED <br />MAX.POST <br />SPACING FTG. <br />(SPAN)(IN.) <br />23'-4' 34 - <br />0'-r 15 <br />iwig-li. <br />13----7-17-6' 37 <br />18'-r- 36 <br />-16'-4" -38 <br />1 74" -37 <br />/'E€ - 3% <br />16'-L-·--B-6-14'-8' 4 <br />15'-19" 38- <br />-14'-O" -40 <br />15'-2' 39- <br />13'4' '41 <br />14'-E- 40 - <br />Ti'-10' 41 <br />MIN. <br />POST <br />TYPE <br />E <br />F <br />F <br />F <br />F <br />F <br />F <br />F <br />5' <br />6' <br />25'-10_> 34 i <br />24-9» - 36 J <br />2307"133/ 1- 227 35 J <br />21'-10>-32- I - <br />26g-/39> r- 24'-10" 33 C <br />2%2:ME-5-=- <br />- 22'-9- 34 r <br />. 22'-1"- 32 - r <br />25'-0- *L <br />23'-8" -37 <br />22'-91< <br />21'-8' 36 <br />21'-1"- 34 - <br />3 <br />3 <br />25'-_10' 32 c <br />-22'-8" -34 1- <br />22'-10' 33- r <br />20'-9' 35 r <br />21'-3"- 34 - r- <br />24'-1_L---3L---L-- 23'-4.:** E-22'-8" 39 K -20'-r <br />223: 36- 1 21211-32---E- <br />-20-90 18 4 - 18'-10" 36 E <br />20'4'- 35 - ,19'-9- 36 - r <br />21'-0" 14-J 21'-1" 15 r 26'-1" 16 J -1-2" 16 r -94 37 J 17 r <br />19'-19" 35 <br />19'-7" 33 18'-90 15 3 18'-0" 36 16'-4" 38 I <br />9. 19'3'-31 19'-6.18'-8- - 33 - 1 18'-9"-- 36 18'€ 34/18'-6 11- 12-r F 17-9· 15 3 15- F -17'-0 36 w --1*6· 39 F 11&44 <br />1 n'1 7-8" -32 1 - 1 7-9" -36 17-1" -34 16'-7* -38 <br />JLTI SPAN <br />P. <br />/3 <br />12' <br />13' <br />33:30,1 -16'-1' 12 -J <br />16'-2' 30 i <br />15'-6" -33 J <br />15-r 37 r <br />15'-00 -38 r <br />16'-2' 32 <br />-154" -34 4 <br />217: 32 -14'-9" 35 J <br />15'€ 37 <br />-14'-9" -39 <br />152r 37- <br />14'-2' 10 <br />157 -34 <br />- 14'-9* 06133>34,147 16 J <br />'la}) <br />F <br />F <br />-13'-4• 41 r <br />14'-7 - 40 - <br />-12'-10" 41 I <br />NOTE: <br />FOOnNG SHOWN REPRESENTS LENGTH OF <br />EACH SIDE AND DEPTH OF CUBED FOOTING MEHOUT SLAB. <br />WHERE SLAB OCCURS, CUBED FOOTNG SIZE <br />MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. <br />FOOTNOTE: 'SAMPLE' <br />FIGURE INDICATES EXPOSURE B --_0_.- <br />1- FIGURE INDICATES EXPOSURE C <br />SEE ALTERNATE FOOTING TABLES <br />SHT. 10 FOR ATTACHED & FREESTANDING COVERS ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. <br />DIUWN BY: EN. <br />IAPMO ER# 0195 DATE: 1012012 <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 />80LID <br />POST SPACING TABLE <br />FREESTANDING <br />AND ATTACHED <br />20#LL 90-110 MPH <br />LIVE LOAD • <br />10.20 8300,1 <br />HORIZ. WIND• <br />90,100 & 110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8289 ALPINE AVE., SACRAMENTO. CA 96826 <br />(910) 482-7021 FAX 403·1519 *ladnkrn=m SHEET 31 OF 33 <br />11>11 4/m//Iii# AQ!23/5*Ill - 1 7-7" - 33 J - 1748' - 37 -16'-10'- 34- J - 16'-2"- 38 - 16'-2' 35 w - 14'-8- 40 <br />17'€16'-10'- 32 15-19> 38 <br />- 16'-9" 32 J - 16'-10'16'-1" 34 39 1 1504" 15 4 -14'-0'40 F
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