HomeMy WebLinkAboutMiscellaneous - Exception (212)LOADING (pof)
TCLL 60.0
TCDL 7.0
BCLL 5.0
BCDL 7.0
nms City Plyttne a Cr Wn.g
ROOF TRUSS t 1 U1016322
IXUR1 A .4.201 SRI E NOV 1 Inc. Thu Feb 1314: b agE 1 —
3x4 =
8-2-11
3rd
2x4 2x4
8,2-11
LUMBER — BRACING Y- —�—
TOP CHORD 2 X 4 SPF N0.2 TOP CHORD. Sh xdW or 60-0 oo puAins.
BOT CHORD 2 X 4 SPF N0.2 BOT CHORD NO ceiling dlregly applied or 10-0.0 oo braoing.
REACTIONS (lblsl2e) Ar34416.2-11, C-344/8.2-11
MOX HOM A=23(102d Case 5)
M= UpM Ar -31(108d OWO 4), C=,31(10W Cate 5)
FORCEB (Ib) - First Wad Casa Orgy
TOP CHORD A-8=-318. B-CT318
BOT CHORD A-CzW
NOTES
11 This tm= has been checked for unbalanced loeding oonditions_
2) This truss has been dmoied for the wind loads generated by 90 mph winds at 50 ft above grour d I", using 0.0
Put top dIord dead IOW and 6.0 pof bottom d)ord dead load. In the gable end roof zone on an oocupanoy cowl; ly
11, Ooadltion I encMW bI111dfr1g, with B ASCE 798 per BOCNANSMS Heed verbem adaL s"am not
CVOBW 1A wind. H cantilerera ttley ulre a Oaeid to wino. li POMt es exist, #W are not elpoeed io wind
The kwnber DOL Inowee is 1.33, and the Pmt 9hP iA nMe is 1.33
3) G38ble requires oont6luom bottom chord bea ft.
4) • TMe #= has been designed for a Il" load or 20.Opst on the bottom chord in allareas wilh a dewanoe greeter
than 3.0.0 between the bottom &lord and any Other mambars.
S) Provide mecfianical connection (by otllvm) of Was t0 bearIN pate Capable of wilhaiending 31 Ib upfift at joint A
and 31 Ib uplift at joint C.
e) This truss has been designed with ANSVTPI 1-1QQS criteria.
LOAD CASEW Slander&
MITEK AMP-&dNC.G MiTek Canada, Inc.
1 w SPECIFICATIONS IU -SA.) DATED APRIL 1. 1997I . —!
EPRNLAKINTEGRALPART OF THIS DESIGN 100 Industrial Rd., P.O. Box 1329
Bradford. Ontario. L32 2B7
9 d b�ti6090395'ON/55 8 '1S/LSl HOZ
Scale -1:14.8
GRIP
1971144
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FABRICATOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
Nodi
t}2-71
SPACING
2.0-0
C$l
DEFL
In (10c)
Vdefi
PLATE$
Plata Increase.
1.15
TC 0.09
Ve1111.0
rds
Na
MII20
Lumber Increase
1.15
BC 0.17
VOWL)
rda
Na
Rep Stress bw
YES
WB 0.00
HoiXTL)
0.00 C
n/a
Code SOCA/ANSt95
1 at LC LL Min 11deft - 240
Weight 14 Ib
LUMBER — BRACING Y- —�—
TOP CHORD 2 X 4 SPF N0.2 TOP CHORD. Sh xdW or 60-0 oo puAins.
BOT CHORD 2 X 4 SPF N0.2 BOT CHORD NO ceiling dlregly applied or 10-0.0 oo braoing.
REACTIONS (lblsl2e) Ar34416.2-11, C-344/8.2-11
MOX HOM A=23(102d Case 5)
M= UpM Ar -31(108d OWO 4), C=,31(10W Cate 5)
FORCEB (Ib) - First Wad Casa Orgy
TOP CHORD A-8=-318. B-CT318
BOT CHORD A-CzW
NOTES
11 This tm= has been checked for unbalanced loeding oonditions_
2) This truss has been dmoied for the wind loads generated by 90 mph winds at 50 ft above grour d I", using 0.0
Put top dIord dead IOW and 6.0 pof bottom d)ord dead load. In the gable end roof zone on an oocupanoy cowl; ly
11, Ooadltion I encMW bI111dfr1g, with B ASCE 798 per BOCNANSMS Heed verbem adaL s"am not
CVOBW 1A wind. H cantilerera ttley ulre a Oaeid to wino. li POMt es exist, #W are not elpoeed io wind
The kwnber DOL Inowee is 1.33, and the Pmt 9hP iA nMe is 1.33
3) G38ble requires oont6luom bottom chord bea ft.
4) • TMe #= has been designed for a Il" load or 20.Opst on the bottom chord in allareas wilh a dewanoe greeter
than 3.0.0 between the bottom &lord and any Other mambars.
S) Provide mecfianical connection (by otllvm) of Was t0 bearIN pate Capable of wilhaiending 31 Ib upfift at joint A
and 31 Ib uplift at joint C.
e) This truss has been designed with ANSVTPI 1-1QQS criteria.
LOAD CASEW Slander&
MITEK AMP-&dNC.G MiTek Canada, Inc.
1 w SPECIFICATIONS IU -SA.) DATED APRIL 1. 1997I . —!
EPRNLAKINTEGRALPART OF THIS DESIGN 100 Industrial Rd., P.O. Box 1329
Bradford. Ontario. L32 2B7
9 d b�ti6090395'ON/55 8 '1S/LSl HOZ
Scale -1:14.8
GRIP
1971144
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FABRICATOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
Nodi