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10181162_3633 S. BIRCH - Plan (2)
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10181162_3633 S. BIRCH - Plan (2)
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Last modified
5/19/2023 12:04:08 AM
Creation date
10/25/2020 9:52:09 PM
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Plan
Permit Number
10181162
Full Address
3633 S Birch St
Fully Linked
True
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10181162 - Permit
(Permit - Plan)
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\Building\Permits\B\Birch St\3633 S Birch St
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Revisions <br />/- +ALUMINUM. 0.042:X3XS +i--«··-r0.042"X3"X8" '' ALUMINUM HEADER - b-#14 SM SCREWS . <br />1 1 1 <br />#14 SCREWS 1/5 ' (8 PLCS)1 1--=1/1(10-PLCS) <br />ALUMINUM D--#14 SM SCREWS 3'*8" BEAM J 0 #14 SM SCREWS <br />1 1-2 1 (8 PLCS) <br />"H" BRACKET 6..(16 PLCS) . 1 1 - -TYP SPACING [--10 <br />I h *- MAX FOOTING SIZE = 24" 0/C <br />0- /IS d=28" AND 90 L k,=5:1 MAX FOOnNG IS C.. 0 <br />-DETAIL MU83 8.- <br />MPH Exp C SLAB 3"*3" POST ! , ,d=29" or ID <br />419/ <br />3:x3"=POST - <br />0 -MAX FOOTING SIZE -- <br />-d =24' AND- - <br />90-MPH·-Exp, B. SLAB- <br />90 mph Exp C SLAB <br />0.040"x3"*3"1 1 <br />14 SCREWS POST 1 ,1 / 1 , <br />(1OFPECS>. n <br />DOUBLE OR SINGLE 3"X8" STEEL C BEAM <br />SPLICED AND NON-SPLICE ATTACHMENT <br />1/4" BOLTS ASTM A307 <br />2"X6.5" <br />SIDEPLATE <br />. BOLTLAYOUT FOR <br />-- <br />1 <br />DOUBLE 2"X6.5" OR <br />DOUBLE 3"X8" HEADER <br />MAX FOOTING SIZE <br />d=34" <br />SLAB ATTACH MAXIMUM <br />WIND CONDITION = <br />120 MPH EXP C <br />#14*1 /2" SMS-· <br />4 EACH SIDE <br />0.040" ALUM POST- <br />1 /4 ** <br />=33" <br />=38" <br />= 42" <br />lingW/ 0.5"0 STEEL WASHERS <br />SEE TEXT FOR QTY <br />i\1[Il "MIN <br />5" MIN @@ <br />@@ <br />-ALUM t=0.120" <br />OR STEEL POST <br />SINGLE HEADERS: <br />USE 4 BOLTS FOR FOOTINGS UP TO d <br />USE 6 BOLTS FOR FOOTINGS UP TO d <br />USE 8 BOLTS FOR FOOTINGS UP TO d <br />USE 6 BOLTS FOR 60 PSF SNOW LOADS, 4 FOR ALL OTHERS <br />DOUBLE HEADERS: <br />USE 4 BOLTS FOR FOOTINGS UP TO d=42" <br />USE 6 BOLTS FOR FOOT1NGS UP TO d=48" <br />USE 8 BOLTS FOR FOOTINGS UP TO d=53" <br />USE 4 BOLTS FOR 10 PSF SNOW/LIVE LOADS <br />USE 6 BOLTS FOR 30 PSF SNOW LOADS <br />USE 8 BOLTS FOR 60 PSF SNOW LOADS <br />3" POST <br />3X8 STEEL C HEADER <br />SEE TABLE=7.3 FOR. NUMBER OF FASTENERS- <br />#14x3/4" SHEET METAL -914:SMSIUSECOLUMN A <br />OR SELF DRILLING SCREWS 36'. BOETS*'USE-.COLMN .B <br /> SEE TABLE FOR QUANTITY# OF #14 SMS or SOS <br /> 1 I4|6I8I 10- <br />J Cubic Footer Size "d" (in) <br />20 1 251 29 1 31 1 34 <br />Detail"MU8'2=·or·MU84 <br />ROSTIATIACHMENT<DEFAI/To <br />f SLAB"OR FOOTING SINGLE SPAN <br />'ATTACHED UNITS ONLY <br />June 28, 2010 <br />Carl Putnam, P. E. <br />3441 IrfUNK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPU™AMOCOMCAST.NET <br />1 1 <br />O.1 1 UDETAIL MU80 OR MU82 <br />ALUM W/t=0.120'L C-i <br />OR STEEL POST -3/8" BOLTS. USE TABLE 7.3 COLUMN J <br />TO DETERMINE NUMBER OF BOLTS OR <br />USE EIGHT #14 SMS OR SDS <br />MAX FOOTING SIZE d=34" <br />SOLID COVER Page 9 of 56 <br />0' HILTI KWIK BOLT HIT-HY 150 MAX (ICC EESR€2262) 7/ 225" EMBEDMENT 0,0,7, ay <br />TWOZANCHORS:EOR.EOOTINGS Z UP-TO :·dI = '31"CMP <br />ATTACHMENT. TO.3.5: CONCRETE SLAB Chick By <br />CMP <br />FOR- 10 PSF-EIVEFCOAIDS.- -oct <br />TWOSANCHORS-UP TOUTO MPH- EXP»j#YOR-100 MPH EXP C <br />Flencm' <br />FOR"20.-PSF LIVE .EOADS 'AND· HIGHER MUSA09.DWG <br />TWO-ANCHORS-EOR- WINDS-UP TO. UP. T02130™PH EXP C Seall/R,9. # <br />•,7 <br />5/30/2010 ICC ESR 1953. <br />A <br />4
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