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Alpine, an ITW Company
8351 Rovana Cirde
Sacramento,CA 95828
ALPINE' Phone:(800)877-3678(916)387-0116
IN/oM�hy Fax:(916)387-1110
AN sacseals@itwbcg.com
Site Information:
Customer. Truss Components of Oregon,Inc. Job Number. R_1115027
JobDescription: R_1115027
Address: City,State,Zip:
Job Engineering Criteria:
Design Code: IRC 2012
Design View Version: 18.01.00.3.23.8 JRef#: 1WD471750003
Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-10.00-0.00- Floor Load(pst): None
7.00
This package contains a job notes page, 1 truss drawings and 0 details.
Item Seal* Truss
1 212.18.1702.57133 BG
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Renews 6190/2019
Printed 7/31/2018 5:11:05 PM
07/31/2018
' Job Number: R 1115027 Ply: 4 SEAN:350945/T22 COMN Gust:R7175 JRef•.1WD471750003
•
R_1115027 Qty: 1 FROM:BB DrwNo: 212.18.1702.57133
Truss Label: BG PBC / GWH 07/31/2018
I S , 4 Complete Trusses Required
5'393 93"14 13'3"15 17'4" 21'4"1 25'4"2 29'4"3 34'8"
I 5,3„13 4,0„1 I A.0„1 4'Q,1 I 4,0„1 I 4,0„1 I 4,0„1 5'3"13 'I
DRILLED BC DETAIL(side view)
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5713 401 401 40"1 I 401 I 401 I 401 5313
" I " I " I " " "5313 9314 13315 174" 2141 2542 2943 348
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL 1W
TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.519 N 794 360 S 13549/689 /- /- I- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.211 N 340 240 I 12760/634 /- /- /- /5.5
BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.126 J - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL):0.294 J - - S Min Brg Width Req= 3.6
Mean Height:21.22 ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 3.4
NCBCLL:0.00 TCDL:6.0 psf Bearin s S&I are a rigid surface.
Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.966 g
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.829
Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.693 Members not listed have forces less than 375#
FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.016.0522.21 A-B 450-8814 E-F 270 -5316
Specification for field condition: B-C 397-7785 F-G 332 -6555
One 1/2""diameter holes may be drilled through D-E 270-53 -H 391 -8815
one ply of bottom chord as shown. D-E 270- 6 5316 H H-I 4399 -8815
No repair required,provided that no grade limiting lumber Maximum Bot Chord Forces Per Ply(lbs)
defects,such as wane,knots,or splits,exist within 12" Chords Tens.Comp. Chords Tens. Comp.
of the drilled area.
See drawing CAUSR7175 15309053 for lumber, A-R 8356 -425 N-M 6119 -309
plates,and other data not shown here. R-Q 8318 -423 M-L 7289 -366
Q-P 7284 -370 L-K 7289 -366
Construct the field repair or modification in accordance P-O 7284 -370 K-J 8318 -413
with the design and situation decribed above. O-N 6118 -311 J-I 8357 -415
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
R-B 686 -26 N-F 82 -1633
B-Q 54-1036 F-M 1568 -69
Q-C 1191 -53 M-G 68 -1401
�pPROfi C-O 72-1396 G-K 1195 -49
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Renews 6/30/2019
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc.
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468
Trusses reuire extreme care in fabricating,handling,shipping,installingandbracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113
ComponentSafety Information,byTRI an SBCA)/ safety practices prior to performing these functions. Installers shall.provide to pora ( >357-2118 Ext
bracing per BCSI.Unless noted Otherwtse,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly
attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicatlle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE
drawings 160A-Z fbr standard plate positions.
Alpine,a division of ITW Buildl'n CComponents Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the ANrrnN,.
truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracingof trrussesA seal oenthis ddrawin or cover page
lisand
this t this B indicateswBrewing acceptance structce of roesponsii gngofth B itresponsibilityner per design zuc.2hovlgil. The suiFability 8351 Rovana Circle
se o ra ng for any structure the respons briny of the Building Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www
w.sbcindustry.com;ICC: ww.iccsafe.org