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Alpine, an ITW Company
8351 Rovana Circle
Sacramento,CA 95828
ALPINE Phone:(800)877-3678(916)387-0116
wcoMoANr Fax:(916)387-1110
sacseals@itwbcg.com
Site Information:
Customer. Oregon Truss Job Number. R_1706104CIA
JobDescription: R 1706104CIA
Address: City,State,Zip:
Job Engineering Criteria:
Design Code: IRC 2012 View Version: 17.01.00.3.15.15 JRef#: 1W4L4350002
end Standard: ASCE 7-10 tend Speed(mph): 120 Roof Load(psi): 25.00-7.00-0.00- Floor Load(psi): None
10.00
This package contains a job notes page, 2 truss drawings and 0 details.
Item Seal# Truss Item Seal# Truss
1 270.17.0913.02833 CO1 2 270.17.0917.43593 B01
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OREGON
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Renewal 6/30/2018
Printed 9/27/2017 9:25:15 AM
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Job Number: R_1706104CIA 1-7-Ply: 1 SEQN:24526/ T16 GABL Cust:R435 JRef. 1W4L4350002
R_1706104CIA Qty: 1 FROM: DrwNo: 270.17.0913.02833
Truss Label: CO1 PBC / RTT 06/29/2017
8'6' 17
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Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 L VERT L : 0.071 U 999 240
( ) AD 913 /81 /406 /- /171 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.140 U 999 180 P 910 /81 /406 /- /- 15.5
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.039 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 HORZ(TL):-0.084 C - - AD Min Brg Width Req= 5.5
NCBCLL:10.00 Mean Height:23.98 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 5.5
s
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.333 Bearings AD&P are a rigid g d surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.509
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.618 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver.17.01.00.0315.15 B-G 144-1192 H-I 135 -1018
Repair for excessive notches for outlookers. G-H 138 -987 I-N 139 -1237
Truss designed to support 1-0-0 top chord outlookers.
Cladding load shall not exceed 3.00 PSF.Top chord
REPAIR PROCEDURE Maximum Bot Chord Forces Per Plylbs
----------------------------------------- may be notched 2.0"deep X 4.0"at 48"o/c along top (lbs)
>Shore truss to restore to pre loaded condition. edge.DO NOT OVERCUT.No knots or other lumber Chords Tens.Comp. Chords Tens. Comp.
>Add scab(s)as specified. defects allowed within 12"of notches.Do not notch AC-AB 294 -452 W R 992 0
>Remove in overhang or heel panel and areas labeled(NNL).
shoring. AB-W 939 -84 R-Q 106 -488
(S)Add 2X4 X 4-0-0 DF-L#2 or better scab to be attached
to one face of truss with 10d(0.128"X3.00")nails at 4"o.c. Maximum Web Forces Per Ply(lbs)
Edge distance,end distance and spacing for fasteners Webs Tens.Comp. Webs Tens. Comp.
shall be sufficient to prevent splitting of the wood and B-AC 125 -978 R-N 1398 -13
meet requirements of ANSI/AF&PA NDS-2012. B-AB 1169 0 Q-P 141 -901
See drawing 180.17.1540.09373 for lumber,plates, AC-AD 145 -905 Q-N 114 893
and other data not shown here. W-H 1045 -198
After completion of repairs,trusses must be inspected by D PRO F
the truss manufacturer or local building department to E aC
assure compliance with ITWBCG designs and specifications. �i tS/
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IC 83294PE 'y
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\% OREGyO
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Renewal 6130/2018
09/27/2017
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10,
as applicable. Applplates to each faceotptruss and position as shown above and on the Joint Details, unless noted otherwise. f�iefer to LPA
drawings 160A-Z for standard plate 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 namvgawxrr
truss in cgnforrnance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of tnassesA seal on this drawing or cover page
listing this drawing,indicates acceptance of rofessionaf engineeringresponsibility solely for the design shown. The suif"ability
and use of this tawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sgec.2. 8351 Rovana Circle
For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828
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1
Job Number: R 1706104CIA Ply: 1 SEQN:27676/ T17 GABL Cust:R435 JRef.1W4L4350002
11_1706104CIA Qty: 1 FROM: DrwNo: 270.17.0917.43593
Truss Label: B01 PBC / RTT 06/29/2017
! 6.11.6 I iai0•s ! 13' I 1r I 30'
6'11.6 3'119 2'17 4' 13'
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84.815188 10'6'8 I 308• 11414
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.142 U 999 240 B* 634 /44 /295 /- /119 /24.0
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.301 U 878 180 AA*170 /16 /72 /- /- /137
BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.134 0 - - S /305
Des Ld: 42.00 EXP:B HORZ(TL):0.283 0 - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height 24.17 ft TCDL:4.2 psf Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= -
Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.700 T Min Brg Width Req= -
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.902 Bearings B&T Fcperp=625psi.
Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.686 Members not listed have forces less than 375#
Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17
B-C 142-2723 E-G 143 -520
Repair for excessive notches for outlookers.
The area above let-in studs designed to support 1-0-0 C-D 69-2200 G-I 156 -797
top chord outlookers. Cladding load shall not exceed
REPAIR PROCEDURE__ 3.00 PSF.Top chord may be notched 2.0"deep X 4.0" D-E 148 -723 I-J 53 -629
at 48"o/c along top edge.DO NOT OVERCUT.No knots
>Shore truss to restore to pre-loaded condition. or other lumber defects allowed within 12"of notches. Maximum Bot Chord Forces Per Ply(lbs)
>Add scab(s)as specified. Do not notch in overhang or heel panel or areas labeled(NNL).Chords Tens.Comp. Chords Tens. Com
>Remove shoring. P
(S)Add 2X4 X 8-0-0 DF-L Stud or better scab to be attached B-U 2183 -88 T-S 392 0
to one face of truss with 10d(0.128"X3.00")nails at 4"o.c. U-T 1651 -81
Edge distance,end distance and spacing for fasteners Maximum Web Forces Per Ply(lbs)
shall be sufficient to prevent splitting of the wood and Webs Tens.Comp. Webs Tens. Com
meet requirements of ANSI/AF&PA NDS-2012. P p.
See drawing 180.17.1539.04263 for lumber,plates, C-U 195 -381 U-W 397 0
and other data not shown here. D-U 1375 -18 W-T 115 -1355
D-W 89-1410 S-J 1256 -7
After completion of repairs,trusses must be inspected by �Q PROp
the truss manufacturer or local building department to e� FS,a_imum Gable Forces Per Ply(lbs)
assure compliance with ITW BCG designs and specifications. O`CO' G%N e (.7:1, Tens.Comp. Gables Tens. Comp.
cc 83294PE�� �y 57 -454J-O 87 -1567
OREGON
4173 A.14,200
</ e
*sell Tar14
Renewal 6/30/2018
09/27/2017
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd.
Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114
Component"Safety Information,by TPI and SBCA)for safe practices prior to performing these functions. Installers shall provide temporary (5°3)581-8787 Era
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceihng Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 8.10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to LPI drawings 160A-Z for standard plate positions. e
Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .wi1w€ASSAn
truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on thin drawing or cover pag
listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the des[ n shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sgec.2. 8351 Rovana Circle
Sacramento,CA 95828
For more information see this job's general notes page and these web sites:ALPINE:ww.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbeindustry.com;ICC:www.iccsafe.orq
w