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# <br />ROLL FORMED OR LAMINATED ROLL FORMED OR LAMINATED <br />SANDWICH PANEL FASCIA, ALUMINUM SANDWICH PANEL <br />I BEAM OR OTHER <br />STRUCTURAL HEADER-1 <br />MULTISPAN <br />2,--- MIMI 3.5' CONCRETEn <br />CONSTRAINED FOOTINGS 92,SLAB REQUIRED FOR \ <br />POST g-- -1 <br />- CIRCULAR FOOTING <br />DETAIL MU108 <br />1 Revisions <br />N <br />/-I BEAM OR OTHER : <br />/ STRUCTURAL HEADER <br />i <br />1 <br />42: ™:t%*3252?FREESTANDING UNIT EG224-·w <br />Y f <br />i FREESTANDING SINGLE SPAN COVER <br />1 f€\ <br />EmEZZE223 ;. <br />6.4 A <br />*10*2 0 F <br />Et.21.2 124 I X. 9 <br />7%&€41836 Ad 2 2- <br />a - .- SOS <br />& 0 MW . 77 <br />ek.yed#'tr <br />- CUBIC FOOTING <br />DETAIL MU108 <br />- POST <br />/\/ <br />| WIDTH MUST BE AT LEAST - 6 0/'/4 <br />ALL HEADERS MAY j ALL PANELS-11 -rOVERHANG 25% OF MAY OVERHANG w -/.. <br />4 100% OF- PROJECTION FOR \. <br />}- SINGLE SPAN ATTACHED POST SPACING 25% OF THEIR , <br />2 STRUCTURES --LEDGER BOARD <br />\./Tn T;-1 <br />CLEARSPAN <br />4*;*i <br />025' PER 12' <br />N. MINIMUM SLOPE <br />i <br />PROJECTION <br />f.ah <br />3 -CUBIC FOOTINGDETAIL MU108 <br />A <br />f <br />- MULTIPLE SPAN j <br />HEADERS ARE ALLOWED <br />PATIO COVERS ARE <br />LIMITED TO 12' HEIGHT <br />COMMERCIAL COVERS <br />AND CARPORTS ARE <br />LIMITED TO: 15' HEIGHT <br />CFSSION • <br />.,VIL <br />OFCALWO'JUN /122Q1 3 <br />DEC 5 2011 <br />Carl Putnam, PIE, <br />3441 IVYLINK PLACE <br />LYNCHTURG, VA 21503 <br />\@9/ <br />ATTACHED SINGLE SPAN COVER <br />MAY BE MULTISPAN <br />SURFACE MOUNT OR- <br />EMBEDDED ATTACHMENT <br />ICQESR 1953 (2009 IBC) 12/5/2011 <br />q I <br />f< 1«...% <br />-CUBIC FOOTING <br />DETAIL MU108 ..,1 4 <br />d <br />SINGLE SPAN /;ht -1FREESTANDING UNIT 4,+42.-/5 MIN 3.5' CONCRETE <br />L SLAB REQUIRED <br />FOR CONST'RAINED <br />Page 22 of 101 94«FOOTINGS <br />CARLPUTNAM@COMCAST.NET <br />Fitancrinc MUSAOA.DWG <br />Sccfe Page G <br />L <br />Drewn By <br />CMP <br />Check By, <br />CMP <br />Date <br />...'..../.--# ...:Il--I-/IIN.4.-7....%/I-·.•.h;-1.-%..;*.I./..I#le...-1-1.):...9/. 41/.S-I-...+=*+1-'.-I.&2-I'.-.Il-*e.=-*.1.--I...,4,4-6Il..b:... c...#I.+Il·...<*JI.e--,.-™=¥,e-0/t//.4,/„,I:/.w,»./*-4.1-Ilt,Il'....;..' ./... <br />--