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Alpine, an ITW Company
8351 Rovana Circle
Sacramento,CA 95828
ALPINE' Paone:(800)877-3678
00 8 7- 678(916)387-0116
0
AN iA Ct),ANA
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
Design Version: 17.01.00.3.15.15 JRef#: 1 W 4L4350002
Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 25.00-7.00-0.00- Floor Load(psf): 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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Renewal 613012018
Printed 9/27/2017 9:25:15 AM
Job Number: R_1706104CIA Ply: 1 SEQN:24526 / T16 GABL Cost:R435 JRef: 1W4L4350002
R_1706104CIA Qty: 1 FROM: DrwNo: 270.17.0913.02833
Truss Label: CO1 PBC / RTT 06/29/2017
I- 8.6.. I 17'
I-2'8"-,I
1.48 1 1'4"-I
(TYP) H
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A /1 4.5 3.87 p R III. p T
.. AS 12
AC 12 l
1 AD P
1 1.4"81 I' 8.6•.8 h 86"8 .-1 11'4"8
16
6 8'6" '6"8 5„
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:11 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): 0.071 U 999 240 AD 913 /81 /407 /- /171 /5.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.140 U 999 180 P 910 /81 /406 /- /- /5.5
BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.039 C - - Wind reactions based on MWFRS
EXP:B
Des Ld: 42.00 Mean Height:23.98 ft HORZ(TL):-0.084 C - - AD Min Brg Width Req= 5.5
NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 5.5
TCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.333 Bearings AD&P are a rigid surface.
Soffit: 2.00 BCDL:6.0 psf
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.509
RepFactors Used:Yes Max Web CSI:0.618 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:3.00 ft
Loc.from endwall:Any FT/RTIPT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs)
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
G-H 138 -987 I-N 139 -1237
Repair for excessive notches for outlookers.
Truss designed to support 1-0-0 top chord outlookers.
REPAIR PROCEDURE Cladding load shall not exceed 3.00 PSF.Top chord Maximum Bot Chord Forces Per Ply(lbs)
may be notched 2.0"deep X 4.0"at 48"o/c along top
edge.DO NOT OVERCUT.No knots or other lumber Chords Tens.Comp. Chords Tens. Comp.
>Shore truss to restore to pre-loaded condition. defects allowed within 12"of notches.Do not notch
>Add scab(s)as specified. in overhang or heel panel and areas labeled(NNL). AC-AB 294 -452 W-R 992 0
>Remove 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 ��i1so PROF.ss
the truss manufacturer or local building department to
assure compliance with ITWBCG designs and specifications.
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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,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8757 Ext
bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing ins-tolled per BCSI sections B3,B7 or B10,
as applicable. AppTy plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. (Refer to ALPINE"
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 AN IPNOOMPANY
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page
listing this drawing indicates acceptance of oro-fessional engineeringresponsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle
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
I
Job Number: R_1706104CIA Ply: 1 SEAN:27676 / T17 GABL Cust:R435 JRef: 1W4L4350002
R_1706104CIA Qty: 1 FROM: DrwNo: 270.17.0917.43593
Truss Label: 601 PBC / RTT 06/29/2017
F 8'11"8 10'10"0 1 13! _ 17 + _ 30
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1 13' 1 2'-
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5 8 30'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦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 LI# 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:11 Snow Duration:1.15 HORZ(LL): 0.134 0 - - S /305
EXP:B
Des Ld: 42.00 Mean Height:24.17 ft HORZ(TL):0.283 0 - - Wind reactions based on MWFRS
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= -
Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.700 T Min Brg Width Req=
BCDL:6.0 psf Bearings B&T Fcperp=625psi.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.902
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 D-E 148 -723 I-J 53 -629
REPAIR PROCEDURE 3.00 PSF.Top chord may be notched 2.0"deep X 4.0"
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. Comp.
>Remove shoring.
(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. Comp.
meet requirements of ANSI/AF&PA NDS-2012.
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 so PROAL.
the truss manufacturer or local building department to ��i FS imum Gable Forces Per Ply(lbs)
assure compliance with ITWBCG designs and specifications. `� �o%N F& r • Tens.Comp. Gables Tens. Comp.
,g// IV 83294PE �F 57 -454 J-Q 87 -1567
OREGON
414Y 14,god t
'Sell Tao.
•
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,handlin 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)591-8787 Ext
bracing per BCSI.Unless noted otherwise,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 bracing installed per BCSI sections 63,67 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to
A ALPINE'
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 AN RWCOMPANY
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page..
listing this drawing indicates acceptance of pro essionaf engineering responsibility solely for the design shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle
For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.cor;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828