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Alpine, an ITW Company
8351 Rovana Cirde
Sacramento,CA 95828
A LPI N EPhone:(800)877-3678(916)387-0116
w�Mvn,� Fax:(916)387-1110
AN asacseals@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#: 1 W D471750003
Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof load(pst): 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
,e-0o PROA-L.,
1 t4GtNE . ,OZ
19575 9
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OREGON
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Renews 8/90/2019
Printed 7/31/2018 5:11:05 PM
07/31/2018
• Job Number: R_1115027 Ply: 4 SEQN:350945 /T22 COMN Gust:R7175 JRef:1WD471750003
R_1115027 Qty: 1 FROM:B8 DrwNo: 212.18.1702.57133
Truss Label: BG PBC / GWH 07/31/2018
- S z , 4 Complete Trusses Required
5'3"139'3"14 13'3"15 17'4" 21'4"1 25'4'2 29'4"3 34'8"
53"13 I 4'0"1 I 4'0"+ ( 4,0"1 d'0"1 4'0"1 4'0"1 I 53"13
DRILLED BC DETAIL(side view)
E
sa
(X)( 12 D F
4 G
C G
�_ 2" s. r
to B H
— 12 M11MI II
L El/ _/ ,\ - III I ! 1
S 1/2"hole 0 P 0 N M L K .1
Ii
r 348" 1
5,393 , 41Y1 , 409 , 41Y1 , 4,0"1 4,01 , 4,09 , 5,393
5'3"13 9'3"14 13'3"15 17'4" 21'4"1 25'4"2 29'4"3 34'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CM Criteria •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 /Rh /RL /W
TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.519 N 794 360 S 13549/689 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1211 N 340 240 I 12760/634 /- /- /- /5.5
BCDL: 7.00 Risk Category:H 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
NCBCLL:0.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 3.4
Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.966 Bearings S&I are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2007 Max BC CSI: 0.829 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.47 ft Rep Factors Used:Yes Max Web CSI: 0.693
FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:AnyChords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01 B.0522.21 A-B 450-8814 E-F 270 -5316
Specification for field condition: B-C 397-7785 F-G 332 -6555
C-D 334-6553 G-H 391 -7790
One 1/2""diameter holes may be drilled through
one ply of bottom chord as shown. 0-E 270-5316 H-I 439 -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, AR 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
Pc.-,
C-O 72-1396 G-K 1195 -49
O-D 1567 -72 K-H 48 -1030
Wo D-N 84-1631 H-J 685 -22
O�5 c1GINE + Q
��Ep y E-N 3253 -156
19575 9
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OREGON
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Renews 8/9012019
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc.
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PP.O. 468 OR 97113
Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building C R ELIUS Ext
Component Safety Information,by.TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary _
bracing per CSI.Unless noted o erwise,top chord shall have properly attached structure sheathing and bottom chord shall have a proppse y
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
s applicable. 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 for standard ate positions.
Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the nnvw�aPANY
truss in conformance with ANSIi i P1 m 1,or for handling,shipping,installation and bracing of trusseslA sealonor cover patre
alnd this drawif this
awing for acceptance ystructure Qf a responsi n of th B ip Desigty ner solely 1 bec.2hovin. The suiFSrbiUty 8351 Rovana Circle
and fixe off this ng for any a cture is Ste responsibillt�of the 6utKling Des gn pe
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828