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Home My WebLink About1260 Windsor Lake Cir 12-1117 (truss)0 I 16'_011 FT5 a T II o mTT — 11 I I � CFASF CONTRACTORS II T II CSF° AMERICA _ G, N. W, WINTER HAVEN FLORIDA 33880 PNONE ( 800) 959-8806 F'AX: j- - -- _ _ -- - -- - -- lla oN--- --- �L .-- II— _WT WALT_ �f r-.— — — — II 00 F 2 I I 16'_011 FT5 a T II o mTT — 11 I I � CFASF CONTRACTORS II T II CSF° AMERICA _ G, N. W, WINTER HAVEN FLORIDA 33880 PNONE ( 800) 959-8806 F'AX: j- - -- _ _ -- - -- - -- lla oN--- --- �L .-- II— _WT WALT_ �f r-.— — — — II 00 F 2 I I - — — —�-1—� -- — l I: _ ------- —.II — — — ?%G WKI 1 CU I --- i - L FT7 (2) PLY — — I 141-6 1 1 - TotaC Truss Duo, nt1ty 16 0 J V1515 A TP155 FLACMM PAN, 11"S IN i PR? 1'0 Ab IN THr I1\15MLA110N'OF 11?U55F5 rN6INiT�\)rP VIU55 bFMWING5 ANP PP\CHi'Tr1Vj,.Ai,5 5UI"Var)C _ 11115 r%OCUW_'NT' 0 General 1) All parallel chord trusses, flat trusses and flat girders have, the top chord partially painted green to be installed .green side up, All hangers to be Simpson HTU26 unless otherwise 2) noted. 'Al . ll truss spacing is 24 O.C. unless otherwise 3) noted. Per Truss Plate .Institute SCSI -131 recommendotion- 4) permanent X -bracing should be placed at a maxirfi6riV spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X brace throughout the structure. Please" refer to BCSI-131 for any additional bracing details; CSF LOADING SCHEDULE TOLL _ 20 PSF TCDL - 7 PSF BCLL _ PSF BCDL _ 10 PSF TOTAL 37 PSF DURATION 1.25 % WIND SPD/TYPE = 120 ENCLOSED. BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 10.2 PSF DESIGN CRITERIA FEC 2007/2009 TPI 2002 Truss member design & connector plates are designed for ASCE 7-05 and maximum forces from both components and claddings and main wield force resisting systems:. *- These trusses have been reviewed to carry an Additional 109 psf cion -concurrent bottom chord live FLOQ Q ADI NG SCHEDULE TOLL 40 PSF TCDL. 10 PSF BCDL 5 PSF TOTAL 55 PSF ATTENT10K9 DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30'.. RY THE PEAK CONSULT DCS1 -Bt 3'0` Spon r .less SC en 60' BSpan P -T60 degrees less r 1/' ii I .213 -t0 1/2 is tela 5p" aPProx.�i Ta� linin. Brian approY.. ..{ REFLR TCI BCSI =B1 Truss Aust be set this way if crane used, Truss is an exarlple, your truss may not catch. Insist crane operator sets truss this way. i J ICARPENTER ii 0 General 1) All parallel chord trusses, flat trusses and flat girders have, the top chord partially painted green to be installed .green side up, All hangers to be Simpson HTU26 unless otherwise 2) noted. 'Al . ll truss spacing is 24 O.C. unless otherwise 3) noted. Per Truss Plate .Institute SCSI -131 recommendotion- 4) permanent X -bracing should be placed at a maxirfi6riV spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X brace throughout the structure. Please" refer to BCSI-131 for any additional bracing details; CSF LOADING SCHEDULE TOLL _ 20 PSF TCDL - 7 PSF BCLL _ PSF BCDL _ 10 PSF TOTAL 37 PSF DURATION 1.25 % WIND SPD/TYPE = 120 ENCLOSED. BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 10.2 PSF DESIGN CRITERIA FEC 2007/2009 TPI 2002 Truss member design & connector plates are designed for ASCE 7-05 and maximum forces from both components and claddings and main wield force resisting systems:. *- These trusses have been reviewed to carry an Additional 109 psf cion -concurrent bottom chord live FLOQ Q ADI NG SCHEDULE TOLL 40 PSF TCDL. 10 PSF BCDL 5 PSF TOTAL 55 PSF ATTENT10K9 DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30'.. RY THE PEAK CONSULT DCS1 -Bt 3'0` Spon r .less SC en 60' BSpan P -T60 degrees less r 1/' ii I .213 -t0 1/2 is tela 5p" aPProx.�i Ta� linin. Brian approY.. ..{ REFLR TCI BCSI =B1 Truss Aust be set this way if crane used, Truss is an exarlple, your truss may not catch. Insist crane operator sets truss this way. i J ICARPENTER CONTRACTORS CSF° AMERICA 3900 AVENUE G, N. W, WINTER HAVEN FLORIDA 33880 PNONE ( 800) 959-8806 F'AX: C 863) 294-2488