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 --
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