Plans (62) MST A1C\- Wa35
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JUN I ' 2019
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BUILDING D VL3!ON
PLANS FOR JOHNSON, MARGIE
DATE: JUNE, 2019
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503-981-0890 or 1- 800-331-0155
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A SEQN:16139 SCIS Ply: 1 Job Number: 1905476COF Cust:R435 JRef:1WL14350022 T1
FROM:ER Qty: 4 Johnson/16'Scissors/OR DrwNo: 149.19.1611.35097
Truss Label: 16SV 3P 12B 25RS JCJ / RTT 05/29/2019
' 8' F 16'
8' 8'
3 12 ///4X77(R1)
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�4X6(A6R) 0 1.5 -4X6(A6R)
12
k 16' 1
7'6"8I 7'6"8
5" H
8' 15'6"8 "
S"8 16'
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:37.2 Ct:1.2 CAT:I PP Deflection in loc Udefl L/# Gravity Non-Gravity
TCDL: 3.00 Speed: 120 mph Pf:25.0 Ce:1.0 VERT(LL): 0.280 D 672 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.335 D 563 180 E 1723 /- I- /208 /373 /35
BCDL: 1.00 Risk Category:I Snow Duration:1.15 HORZ(LL): 0.105 D - - C 1723 /- /- /208 /373 /-
Des Ld: 29.00 EXP:B Kzt:NA HORZ(TL):0.125 D - - Wind reactions based on MWFRS
NCBCLL:0.00 Mean Height:15.71 ft TCDL:1.8 psf Code/Misc Criteria Creep Factor.2.0 E Brg Width=5.5 Min Req= 1.8
C Brg Width=5.5 Min Req= 1.8
Soffit: 0.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.935 Bearings E&C are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.976 Members not listed have forces less than 375#
Spacing:72.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.096 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT/PT:6(0)/3(0)/1(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,HS VIEW Ven.18.02.00.1016.21 A-B 2874-4627 B-C 2873 -4627
Lumber In lieu of purlins on the bottom chord at 67"o/c,
Top chord 2x6 DF-L 1800f-1.8E the bottom chords of trusses placed each side Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 DF-L 1800f-1.8E of supporting poles may be braced with Chords Tens.Comp. Chords Tens. Comp.
Webs 2x6 DF-L 1800f-1.8E H-brace blocking: A-D 4384-2635 D-C 4384 -2634
(H)2X6 DF-L#2 or better continuous reinforcing
Plating Notes member(match pole width).Attach to each truss
Handling stresses not considered for plates.Handling ply with 10d common nails(0.148"x3")at 6"o/c. Maximum Web Forces Per Ply(lbs)
of this truss requires special care by truss Webs Tens.Comp.
manufacturer and installation contractor to prevent k (H) B-D 1093 -584
plate damage.
Loading
H-Brace section view
Truss checked for 70#movable concentrated load
along Bottom Chord,concurrent with design gravity
loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace T6@ 24"oc,BC @ 67"oc. P
�SE� ROp4S —
Wind t4j
Member design based on both MWFRS and C&C. j' �tJC'1 NC,Q 0*Z
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Uplifts based on an elevation at or above 1000 ft. .,_44i�� 83294PE 7
- .e1 OREGON
r fly 14,200 e
4 &&ell Ta('
" Renewal 6/30/2020
05/29/2019
**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 ana SBCA)fbr safety actices prior to performing these functions. Installers shall provide temporary (503)581-8787 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 rmanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610,
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 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 RW COMPANY
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 professional 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/TP1 1 Sec.2. 8801 Folsom Blvd.,Suite 107
For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826
/ • SEQN:16142 GABL Ply: 1 Job Number: 1905476COF Cust:R435 JRef:1WL14350022 T2
FROM:ER Qty: 2 Johnson/16'Scissors/OR DrwNo: 149.19.1616.28240
Truss Label: 16SV 3P 12B 25RS GE JCJ I RTT 05/29/2019
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5'5"7 8' 10'6"9 16'
5'5"7 2'6"9 2'6"9 5'5"7
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7'6"8 7'6"8I H
5„ 8' 15'6"8 5"
5"8 16'
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:37.2 Ct:1.2 CAT:I PP Deflection in loc L/defl L/# Gravity Non-Gravity
TCDL: 3.00 Speed: 120 mph Pf:25.0 Ce:1.0 VERT(LL): 0.297 D 635 240 Loc R+ /R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.351 D 537 180 H 1732 /- /- /208 /373 /35
BCDL: 1.00 Risk Category:I Snow Duration:1.15 HORZ(LL): 0.110 F - - E 1732 /- /- /208 /373 /-
Des Ld: 29.00 EXP:B Kzt:NA HORZ(TL):0.128 F - - Wind reactions based on MWFRS
Mean Height 15.71 ft Code/Misc Criteria Creep Factor.2.0 H Brg Width=5.5 Min Req= 1.8
NCBCLL:0.00 TCDL:1.8 psf
Soffit: 0.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.617 E Brg Width=5.5 Min Req= 1.8
P Bearings H&E are a rigid surface.
Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.999
Members not listed have forces less than 375#
Spacing:72.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.459 Maximum Top Chord Forces Per Ply(ibs)
Loc.from endwall:Any FT/RT/PT:6(0)/3(0)/1(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,HS VIEW Ver.18.02.00.1016.21 A-B 2994-5056 C-D 2520 -3961
Lumber B-C 2520-3961 D-E 2994 -5056
In lieu of purlins on the bottom chord at 67"o/c,
Top chord 2x6 DF-L 1800f-1.8E the bottom chord of single truss placed on side Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 DF-L 1800f-1.8E of supporting pole may be braced with T-brace
Webs 2x4 DF-L Standard:W1 2x6 DF-L 1800f-1.8E: blocking:(T)2X6 DF-L#2 or better continuous Chords Tens.Comp. Chords Tens. Comp.
reinforcing member(match pole width).Attach A-F 4766-2795 F-E 4766 -2796
Plating Notes to bottom chord of truss with 16d Common nails
All plates are 4X6(A6R)except as noted. (0.162"x3.5")at 12"o/c.
1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs)
(') P ( ) eq P T Webs Tens.Comp.
scaled plate plot details for special positioning
requirements. ' C-F 1101 -669
Handling stresses not considered for plates.Handling Tame section view
of this truss requires special care by truss Maximum Gable Forces Per Ply(ibs)
manufacturer and installation contractor to prevent Gables Tens.Comp. Gables Tens. Comp.
plate damage.
B-G 559-1429 G-D 559 -1429
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24"oc,BC @ 67"oc. ���p PROA-,
ss
Wind A tS/
Member design based on both MWFRS and C&C. .� �G 1 N F� O
Uplifts based on an elevation at or above 1000 ft. 11 83294PE27
Building designer is responsible for lateral forces, r
including bracing for horizontal wind forces.Laterally iaimim - siiiiiii
brace end wall and face of truss.
" 13OREGON
rLY 14,2000 Q!
4S' elf Tanga
• Renewal 6/30/2020
05/29/2019
**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 S fety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext
bracingper BGSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attachd rigid ceiling. Locations shown for ermanent lateral restraint Of webs shall have bracing installed per BCI sections B3,B7 or B10,
as applicable. Applplates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE'
,
drawings 160A-Z for sandard plate positions. �LPPI NNE
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 ITW COMPANY
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page,
listing this drawing indicates acceptance of pro-fessionaT engineering responsibility solely for the design shown. The suability 8801 Folsom Suite 10'
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. FolsSacramento,Blvd.,C95Sui
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.icasafe.org