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0 ALL RAFTERS <d LATTICE TUBES n ALUM:INUM RAFTER MAY OVERHANG 1 r--,Aevisions <br />b.36 #MAX SPACING <br />G <br />25% OF THEIR ' ' <br />/f€83*3'6552-- -ri-x- n... -x ----- HEADER CLEARSPAN. i <br />M-ii. 0-s POSTsur€25Sk@abA6*je tr*ti,-*04.t,32%A--- <br />H <br />-061*511*Ap:.111%9*****»---- -- )-0ki **11:10&4 -- -- %1 -I-y.12 9- <br />f >34*#KY<27<>L ¥kt. £; 4+- 2, <br />36' MAX - '·r- POST CONNECTION OVERHANG -36' MAX M i-jift¢-i..iy,iy- 73.ij·id'Li :'1'.j <br />OVERHANG DETAIL LA36 m 24• MAX le- - <br />OVERHANG FOR <br />24' MAXOVERHANG - 60 PSF SNOW-%1. <br />LOADSFOR 60 PEF ' . 2: ' , · . L--=314·43 41 :r <br />SNOW LOADS <br />4. A 4 8-7 --1/ / . -- <br />M <br />1-/ <br />14 .L <br />d. <br />rC -21 <br />MIN 3.5" .CONCRETE <br />SLAB REQUIRED FOR 4 <br />CONSTRAINED FOOIINGS <br />tI <br />:4 6. <br />4 74 14 <br />'4 <br />1 <br />41·· 4 0 I <br />4 1,...2 1 <br />·4 <br />P -4 257 1 <br />LIJ <br />4. <br />2. <br />4 I <br />6 4 4 <br />. 4 I 7- <br />4 Lts <br />L///9 <br />. J< p <br />PREESTANDING LATTICE COVER - rhy/.1 2-*im=I <br />Wa.-Qi=ZL £ ,-57 FREESTANDING MULTISPAN 0 >¤ln 1 <br />2 9- <br />--/ 4 10 0 2 1 <br />0.042"x."x@" ALUMINUM BEAM AIA LATTICE COVER Ggel[: 1 <br />12, 14 OR 16 GA BY 3"X8" STEEL C-BEAM 421/DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM -J <br />DOUBLE 0.042"X3"*8" ALUMINUM BEAM F ALL HEADERS MAY <br />IDIC ! <br />CLEARSPAN OVERHANG 25% oF COMPONENT DETAILS <br />POST SPACING LATTICE, LA21 <br />gli;3:.I&6,#I/*WEEE.3,II---- <br />LATTICE TUBES: <br />36' MAX SPACING <br />/821 -Ckk:« <br />PE <br />90 <br />= DETAIL L <br />953« 1 REQUIREI <br />NOT USE <br />CONCRETE <br />?UIRED <br />1-UK CONSTRAINED <br />FOOTINGS <br />4· <br />4 <br />LSLAB RE( <br />.4 <br />J <br />1 <br />4 <br />SINGLE SPAN ATTACHED <br />PATIO COVER DOES NOT <br />REQUIRE FOOTINGS <br />A24, LA25 OR LA26 <br />) IF DETAIL LA36 IS <br />D <br />- ALL LATTICE STRUCTURES W/ <br />SURFACE MOUNTED POSTS MUST <br />CHECK TABLES Ll AND L2 ON <br />SHEET M5 <br />RAFTERS, LA04, LA05, LA21(3X3 ONLY) <br />HEADERSi LA04, LA05, LA06, <br />POSTS,- LA15, LA17, LATS, LAE <br />CONNECTION DETAILS <br />LATTICE/RAFTER LA27 <br />RAFTER/HEADER LA27, LA.38, LA39 <br />HEADER/POST LA24, LA25, LA26, LA28 <br />POST/SLAB LA35 <br />POST/FOOTING LA34, LA36 <br />RAFTER/WALL LA30, LABi, LA32, LA33 <br />HEADER/WALL LA40 <br />NONSTRUCTURAL LA37, LA41 <br />43:-·?46*FUD,83.9- <br />MEE* 24 2014 <br />Carl Putnam, P. E. <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST.NET <br />Drawn By <br />CMP <br />Ch41< By <br />CMP' <br />LA25, LA26 <br />20, LA22 <br />70.042"x3"x8" ALUMINUM BEAM ATTACHED LATTICE COVER MAXIMUM HEIGHT FOR PATIO COVERS IS 12'i <br />Date <br />12, 14 OR 16 GA BY 3"X8" STEEL C-BEAM <br />DOUBLE 0.040"X2"X6.5" ALUMINUM BEAM MAXIMUM HEIGHT FOR COMMERCIAL COVERS Flignari*LATOLDWG <br />1 ScaleDOUBLE 0.042"<378" ALUMINUM BEAM AND CARI:ORTS IS 156 Poge # <br />Page 3 of 1.06. _.. L- •-.- ,-,,ICCESR-'1953 (2012 IBC) 2/24/2014 -- <br />-$£'Ume;¥Vrme*4.e--&=*GA.p„kim«.r,%*42•'6-6r -4,™4,-.%;4*h.=. 4:_.*C,fo.Il'e,-!t·'-i---r'=-*.*'*4K+-#%r=-4.+;I•ti.»,2,=Dj.4-- .42,7.LI4U·4»r.;.;&Ilk·*W..6V·;f»*e,4.;rhfl£*-'2r==+-*-„