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HomeMy WebLinkAbout05060010-Truss InfoBRICK CONSTRUCTION 0 2 WALL. SECTION SIDING CONSTRUCTION Ol WALL= SECT_ION TYPICAL WALL SECTIONS HOM~ 3]?-581-B85~ TYPICA;. ~, ~)I..AIN COeK=RETE BASEMENT WALL V~.EBER CONCRE]~ CONSTRUCTION. INC. ~-~ ,. I /v/ I'd ~8~9~LLIEI 3±3~3N03 ~383~ eO[ :~0 ~0 BO IYPICAL 9' PLAIN CONCRETE BASEMENT WALL WEBER CONCRETE CONSTRUCTION, INC. A,ofi116, 2002 ~c~m -0~11~_ 6~4 12-11-8 19-84 26-5-_ 0 32-10-4 0~11~4 6~-4 6-55 6 8 12 6-8-12 6-,5-5 6-6*4 0-11-4 3x4 TL20 9-1G10 . 19-8-4 29 5 1-4 39-4~ __ 9-10~10 9-9 10 9 9-t0 9-I0 10 o4~,4 ,~8.2 ,~7 3 18 0 0 24~-12 3~-3]~4 ~ ~5-8-_ 8 ~ 4xG TL20 N M . 26 11-8 35-8-8 E H8 8-90 LX.y2L Lb04 00-341, IF 04~,0-~.4], II 65-O.Fdgej_ LOADING (p~f) SPACING 2~-0 (4*5) APR O 9-36 18-0-0 26 8-10 36 0 0 9-3-6 88-10 8 8-10 9 3 6 BRACING TOP CHORD BOT CHORD LOAD CASE(S) Slanc~ar d 5-11 0 5x8 It 20% D F 5x8 TL20~ W3 F 245/193 700h2 E 2×4 ~L?O 3x6 ·120 APR 0 8 2C, O/, APRO 8 ZOO& ¥ 4x61L20 E c/ G 10 1~2 20 3 8 - Q ~1_ 1_¢ EP1-15 10-1-12 15-1-9 _ 20 3-8 [CLL 200 TCDL 80 BCLL 100 50 ~ooo ~2 Field apply bearin9 blocks per notes below ~ ~t¢~_] ~.~--"-- 6-4-0 ~ 128-0' -- ¢3~7~ 0~114 6-40 4x6'fL20= 6 4 0 0-11~4 1280 LOAD CASE(S) Standard c 2x4TI2( D 60910419 . STATE OF A?R 0 8 200~ 438~2 2,~4 TL20 LUMBER TOP CHORD 2 X 4 SYP No 1 BDT CHORD 2 X 6 SYP NO1 WEBS 2 X 4 SYP No 3 3x4 TL20 Uniform Loads (plo STAT APR O 8 2001, 3710 4