Plans (22) Job Number: 1117075a Ply: 1 SEQN:162148 /T1 COMN Cust:R7175 JRef: 1W8071750003
Bradea Residence 2.0 Qty: 8 FROM:MG DrwNo: 052.18.1454.41750
' Truss Label: C AA / GWH 02/21/2018
6'4"8 12'1"417'10" 23'9"4 29'8"8 33'4"6 4110"
6'4"8 5'8"12 I 5'8"12 I 5'11"4 5'11"4 I 3,7"14 I 8'5"10 "I
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N =4X8(81) =3XX5 .H0308 =4X012 B2 =4X12 W8 L�9 I
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--- ris —
1111.5X4 =6X8 B3 =3X10(B1)
r 4110" 1
9'2"14 8'7"2 5'11"4 5'11"43'7"14 8'5"10 1'
9'2"14 17'10" 23'9"4 29'8"8 I 33'4"6+ 41'10"
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:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.756 L 659 360 A 1779 /64 /800 /- /114 /3.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 1.544 L 322 240 I 1852 /74 /887 /- /- /5.5
BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.272 K - - Wind reactions based on MWFRS
Des Ld: 42.00 EXP:B HORZ(TL):0.556 K - - A Min Brg Width Req= 2.9
Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 2.0
NCBCLL:10.00 TCDL:4.2 psfrigid Bearings A&I are a surface.
Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2012 Max TC CSI: 0.841
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.986 Members not listed have forces less than 375#
Spacing:24.0" C&C Dist a:4.18 ft Rep Factors Used:Yes Max Web CSI:0.997 Maximum Top Chord Forces Per Ply(lbs)
Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:16.01.00C.0327.15 A-B 1267-4564 E-F 1304 -4793
Lumber B-C 1168-4199 F-G 1293 -4839
C-D 956-3245 G-H 2048 -8042
Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: D-E 940-3248 H-I 1171 -4527
:T3 2x4 DF-L 2400f-2.0E:
Bot chord 2x4 HF#1&Bet.:B2 2x4 HF SS:
:B3 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 HF Std/Stud:W7,W10 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp.
:W8,W9 2x4 DF-L#2: A-Q 4261 -1060 O-N 4475 -1053
Bracing Q-P 3687 -844 N-L 7602 -1820
(a)Continuous lateral restraint equally spaced on P-O 3687 -844 K-I 4214 -1023
member.
Maximum Web Forces Per Ply(lbs)
Loading Webs Tens.Comp. Webs Tens. Comp.
Bottom chord checked for 10.00 psf non-concurrent B-Q 204 -417 N-G 809 -3247
bottom chord live load applied per IBC-12 section 0-C 448 -104 (3-L 1863 -434
1607.
C-O 278 -965 L-K 4785 -1159
Truss designed for unbalanced snow loads. D-O 1618 -406 L-H 3482 -820
Wind O-E 504-1802 K-H 625 -2388
0 PROF E-N 1052 -220
'c
Wind loads based on MWFRS with additional C&C FSS
member design. 5 x4G(fy&F /o
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I' 2/2118
OREGON
9,"OLD,W.N�.
Renews 6/30/2019
**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 require extreme care in fabricating,handling shipping,installing,and bracing. Refer to end follow the latest edition of BCSI(Building CORNELIUS OR 97113
Component Safety Information,by TPI and SBCA)for safety actices pnor to performing these functions. Installers shall provide temporary (503)357-2118 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 forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10,
as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer 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 „r,,,,,,COMPANY
truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page
listing this drawing indicates acceptance of oroTessionaT engineering responsibility solely fornthe desi n shown. The suitability
and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sbc.2. 8351 Rovana Circle
For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orp Sacramento,CA 95828
Job Number: 1117075a Ply: 1 SEQN:47691 / T10 GABL Cust:R7175 JRef: 1W8071750003
Bradea Residence 2.0 Qty: 1 FROM:MG DrwNo: 052.18.1505.45817
Truss Label: CGE Page 1 of 2 AA / GWH 02/21/2018 .
,
7'3"8 I 12'5"14 I 15'1"15 17'101 21'11"10i 23'9 ,"4 29'8"8 33'4"8 I 3T5"5 I 41'10" I
7'3"8 5'2"8 2'8"1 I 2'8"1 4'1"10 1'9"110 5'11"4 3'7"14 4'0"15 4'4"11
1-2'8"—I 1-2'8"-'I I^2'8"—i
=5X7
1'4" '5 3X7
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(TP) 106X10 M
I
4 120 21143X5X5
T1 1111111101110 : Q
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g \: AM W4 W®''S` Al W71 (') W14 5X7
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' AG A= AE AD AC 2X4("")AB AA W16 Y \
iv=3X7(A1) -5X7_ —4X12 =4X12 V
1 III5X5_3X7�i 5X4('*)14 3X7 g ��W 325
5 Z =1214 B3 =3X121'(81\)' _
1 41'10" 1
778 I 2'4'4 210"2, 5'4"2 _I 5'11"4 5'11'4 3'7"14 I 8'5"10 11�
7'3"8 9'7"1� 12'5"1 17'19" 23'9"4 29'8"8 33'46 4110"
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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.564 V 735 360 A* 505 /29 /174 /- /24 /87.5
BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 1.265 Y 327 240 V 2254 /157 /914 /- /- /5.5
BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.144 X - - A /1251
Des Ld: 42.00 EXP:B HORZ(TL):0.322 X - - AG /247
Mean Height:15.00 ft Wind reactions based on MWFRS
NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.1.5
Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2012 Max TC CSI: 0.943 A Min Brg Width Req= -
V Min Brg Width Req= 2.4
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.932
Bearings A&V are a rigid surface.
Spacing:24.0" C&C Dist a:4.18 ft Rep Factors Used:Yes Max Web CSI:0.929
Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375#
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE,18SS VIEW Ver.16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp.
Lumber Loading A B 3805 -887 P Q 770 2451
Top chord 2x4 DF-L 2400f-2.oE Ti: 2x4 DF-L Truss designed to support 1-6-0 top chord outlookers B-E 3803 -839 Q-R 1198 -4445
#1&Bet.: and cladding load not to exceed 5.00 PSF one face E-I 312 -967 R-S 1181 -4529
Bot chord 2x4 DF-L 2400f-2.0E:B3 2x4 DF-L and 24.0"span opposite face.Top chord must not be I-K 353 -939 S-T 2122 -8606
#1&Bet.: cut or notched,unless specified otherwise. K-M 645-1816 T-U 1288 -4934
Webs 2x3 HF#2:W1,W 5,W7,W11,W13,W14,W19, Bottom chord checked for 10.00 psf non-concurrent
W 20 2x4 HF Std/Stud: M-P 650-1879 U-V 1475 -5552
:W2,W17 2x4 HF#1&Bet.: bottom chord live load applied per IBC-12 section
1607
:W3,W4,W6,W8,W10,W12 2x6 HF#2: .
:W9 2x4 DF-L#1&Bet.: Truss designed for unbalanced snow loads. Maximum Tens.Comp.Bot Chord Forces Per Ply(lbs)
:W15 2x4 HF#2:
Chords Chords Tens. Comp.
:W16,W 18 2x4 DF-L#2: A-Al 987-3526 AC-AB 1949 -328
AI-AF 997-3548 AB-AA 4103 -849
Bracing AF-AE 961 -3396 AA-Y 8129 -1833
(a)Continuous lateral restraint equally spaced on AE-AD 613-2180 X-V 5186 -1288
member. AD-AC 1949 -328
Plating Notes Maximum Web Forces Per Ply(lbs)
All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp.
(I)-plates so marked were sized using 0% EO PROF
Fabrication Tolerance, 0 degrees Rotational tc( ,i1'S AF-E 915-3811 AV-AB 970 -168
Tolerance,and/or zero Positioning Tolerance. c?' aG i N F& i0 E-AM 4432-1032 M-AW 830 -304
548 -2260
(**)2 plate(s)require special positioning.Refer to 19576 P AM AD 3866 -874 AW-AB 643 -255
requirements. Ail
scaled plate plot details for special positioning ,°M-AP 282 -868 AW-P 292 -768
4110* AD-AQ 362-1586 Q-AA 1324 -293
Wind I 22/2118 AP-AQ 255 -775 AA-S 1027 -4182
Wind loads based on MW FRS with additional C&C OREGON AQ-K 346-1588 5Y 2061 -465
member design. GI r/ AQ-AV 265 -757 Y-T 3493 -765
9"OLD ,WeIP A AV 1117 -215 T-X X584 -2�
Additional Notes
See DWGS A12015ENC101014,GBLLETIN1014,& AU-AW 263 -706 X-U 261 -613
GABRST101014 for gable wind bracing and other Renews 6/30/2019
requirements. Maximum Gable Forces Per Ply(lbs)
**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 fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113
Component S fety Information,by TPI and SBCA)fosafety actices prior to performing these functions. Installers shall provide terhporarriy (503)357-2118 EXt
bracingper SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proger"iy
attachd rigid ceiling. Locations shown forpermanent lateral restraint Of webs shall have bracingg installed per BCSI sections B3,B7 or B10, /41114
as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. f�tefer to ALPINE
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the e,m,,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 processional engineering responsibility solely for the design shown. The suabilityand use of this drawingg for any structure is the responsibility of the Building Designer per ANSI/TPI 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.orq Sacramento,CA 95828