Plans (405) • (n ST 20it6- 0OG4a ! 0,-1 3 $.4) 12. -0/2E0 e,Y e.T-
Alpine, an ITW Company
8351 Rovana Circle
Sacramento,CA 95828
ALPINE- Phone:(800)877-3678(916)387-0116
OWFax:(916)387-1110
AN sacseals@itwbcg.com
—Site Information:
Customer: Truss Components of Oregon,Inc. Job Number. R_0718108
JobDescription: R_0718108
Address: City,State,Zip:
Job Engineering Criteria:
Design Code: IRC 2012
Design Version: 18.01.00.3.23.8
JRef#: 1 W DP71750006
tend Standard NA Wind Speed(mph): N/A Roof Load(psi.): None Floor Load(pst): 40.00-10.00-0.00-
7.00
This package contains a job notes page, 1 truss drawings and 0 details.
Item Seal# Truss
1 234.18.1250.06973 D
4-se
p PROFESS
Cr OGIN4. QO2
19575 lb y
�r
OREGON
9,401 ,n. 9w IA
Renews 8130/2019
Printed 8/22/2018 1:06:50 PM
08/22/2018
r"
Job Number: R_0718108 Ply: 1 SEQN:11608/ T10 SY42 Cust:R7175 JRef:1WDP71750006
Rvrside 2885 FIr lot 12 Qty: 12 FROM:BB DiwNo: 234.18.1250.06973
Truss Label: D PBC / GWH 08/22/2018
13' ,13' "12 24'1"4
H
13' 8"12 10'4"8
I---2'6" I 2'6"12 } 2'6"12 I- 2'6"12 I- 2'6'12--I I--2'6"12--I--2'6"12 f 2'6"12____{
(TYP)
removed •ortion
F 9 CO P'i CO
A B C D (S) E F G H I J K L
....."'..°'°e- - ''..''''''"4 III'' _..1 .ell I I 1111111 -.4 4.4**".4 I I I I I I I I I 14 I I A I 1,,,•0101 '.'-k ......----" N44.44%•,..... 1/ --%.*%"*......-
T1 S R Q P O N M
r 241"4 i
F' 24'1"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 /- /- /- /- /2.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- /- /- /- /3.7
BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3
Des Id: 57.00 EXP:NA HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3
Mean Height:NA ft
NCBCLL:10.00 Code/Misc Criteria CreepFactor:1.5 Bearings T&M are a rigid surface.
Soffit: 2.00 TCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655
BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.888 Members not listed have forces less than 375#
Load Duration:1.00 MWFRS Parallel Dist NA Maximum Top Chord Forces Per Ply(lbs)
Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.676
Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): B-C 0-2746 G-H 0 -3961
Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-0 0-2746 H-I 0 -2743
Repair for removing 3"of top chord. E-E 0-3961 I-J 0 -2743
E-F 0-3961 J-K 0 -2743
REPAIR PROCEDURE F-G 0-3968
>Shore buss to restore to pre-loaded condition. Maximum Bot Chord Forces Per Ply(lbs)
>Add new connector plates as specified. Chords Tens.Comp. Chords Tens. Comp.
>Add scab(s)and spacer(s)as specified.
>Remove shoring. T-S 1574 0 P-O 3968 0
(S)Add 2X4 x 14-0-0 HF#2 or better scab to each face. S-R 3512 0 O-N 3515 0
Attach one scab,centered on cut,with Simspson SDS 1/4"X3.0" R-Q 3512 0 N-M 1573 0
screws at 6"o.c.On the opposite face,add 2X4 x 7-0-0 HF#2 Q-P 3971 0
spacers each side of cut,and add the second scab with
SDS 1/4"X 4.50"screws at 6"o.c.Minimum number of screws Maximum Web Forces Per Ply(lbs)
each face is indicated by circles. Webs Tens.Comp. Webs Tens. Comp.
Edge distance,end distance and spacing for fasteners T-B 0-1777 O-H 664 0
shall be sufficient to prevent splitting of the wood and B-S 1330 0 H-N 0 -876
meet requirements of ANSI/AF&PA NDS-2012.
S-D 0 -869 N-K 1328 0
See drawing CAUSR7175 17110027 for lumber, D-Q 510 0 K-M 0 -1776
plates,and other data not shown here.
'ilEo PRoi
Construct the field repair or modification in accordance "k SS
with the design and situation decribed above. st G%NE-0 90
0 19575 �11 9
r
.J 2/21 8
OREGON
9ROLO0W b.
Renews 8/30/2019
**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.Box488
Trusses uire extreme care in fab tin ,handling shipping,installing and bracing.,Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113
Component Safety Information,by TP!and SBCA)for safety practices prior to performing these functions. Installers shall arovide temporary (5)357'2118 Ext
bracing per B SI.Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10,
as 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 I60A-Z for stan and plate positions.
Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN�y COWAN(
truss in conformance with ANSI 1 1,or for haltdlin shipppingp,installation and bracing of trussesA eat on this drawing or cover pa e
listing this d wins indicates acceput�ance of sonar n in ring ponsrbility solely [te d a)tn hovTn. The suft"abiltty 8351 Rovana Circle
and use of tris &awing for any structure is a responaibllit�ot the eu ding Designer per'A s1ITP1 SBc. .
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