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Alpine, an ITW Company
8351 Rovana Cirde
Sacramento,CA 95828
ALPINE' Phone:(800)877-3678(916)387-0116
W�M wr Fax:(916)387-1110
sacseals@itwbcg.com
—Site Information: ,
Customer. Truss Components of Oregon,Inc. Job Number. R_0416165
JobDescription: R_0416165
Address: City,State,Zip:
Job Engineering Criteria:
Design Code: IRC 2012
Design View Version: 18.01.00.3.23.8 JRef#: 1WCQ71750004
Wind Standard: NA Wind Speed(mph): N/A Roof Load(psf): 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
1 199.18.0914.08383 B O'"
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Renews 6/30/2019
Printed 7/18/2018 9:43:21 AM
07/18/2018
Job Number. R_0416165 Ply: 1 SEQN:29306/ T12 SY42 Gust:R7175 JRef:1 WCQ71750004
RVR SIDE 3382 B lot 7 FLOOR Qty 4 FROM:BB DrwNo: 199.18.0914.08383
Truss Label: B / GWH 07/18/2018
I 8'10"
4.
1---1 (F)
I- 2'6" 1 (F) Top view (S)
(NP)
A B 0 C D E 0 (S) F G H
I J - i.' I Aar E; A L
Illio
I1
F
M L K J I
A 17'9"8 i
it
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL 1W
TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.223 L 956 480 N 1014 /- /- /- /- /2.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.422 L 505 360 I 1014 /- /- /- /- /-
BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 I - - N Min Brg Width Req= 1.3
EXP:NA
Des Ld: 57.00 Mean Height NA ft HORZ(TL): 0.079 B - - I Min Brg Width Req= -
NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface.
Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.563 Members not listed have forces less than 375#
Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.789 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.627 Chords Tens.Comp. Chords Tens, Comp.
Loc.from endwall:NA FT/RT:10(0)/4(0)
I:NA GCpi:NA Plate Type(s): B-C 0-2762 E-F 0 -2762
Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 C-D 0-2762 F-G 0 -2762
D-E 0-3252
Lumber
Top chord 4x2 HF#1&Bet. Maximum Bot Chord Forces Per Plylbs
Bot chord 4x2 HF#1&Bet. (lbs)
Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp.
Repairs N-M 1674 0 K-J 3251 0
This drawing shows repairs required for 6"cut in M-L 3251 0 J-I 1674 0
top chord for drain pipe as shown. L-K 3252 0
See drawing 199.18.0717.36807 for original design.
Provide temporary support during repairs or Maximum Web Forces Per Ply(lbs)
modifications to trusses.Field repairs or modifications Webs Tens.Comp. Webs Tens. Comp.
shall be constructed in accordance with this design.
(F)2X4 HF#2 or better spacers to dear pipe. B-B 0-1880 E-J 0 790
Attach as required with 10d nails(0.128X3")at B-M 1235 0 J- 1235 0
12"o/c. M-D 0 -792 G-!i 0 -1889
(S)2X4 x 9'0"minimum HF#2 scab each face.
Attach scab to each face of truss as shown
with Simpson SDS4.5 screws(1/4"x 4.5")at 4"o/c
throughout.Circles indicate minimum number of
screws each face.Stagger screws in rows and from
opposing faces to prevent splits. Q„� PROF.&
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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.Box 468
Trusses require extreme care in fabrLcating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113
Component gg fety Information,b TPI and SBCA)for safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est
bracing per BGSI.Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly
attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinginstalled per BCSI sections B3,87 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'
L
drawings 160A-Z tier standard plate positions.
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the frmv COMPANY
truss in conformance with ANSI,iPI 1 or for handling,shipping,einstallation
n�andd bbrpaaciinsg of ttrvusses�A seal�o�n tehiisodraawing or cover page
lian U this drewif thisng, wing r acceptance
ny scturre of the responsibility of the Building Desigrieroper'ANSUTPId1 c.Zhown. The suiFabiliy 8351 Rovana Circle
and Use o ravel fo
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:waw.iccsafe.org Sacramento,CA 95828