HomeMy WebLinkAboutT232192_DRAWINGS(APPROVAL) Ply:2
QtyJob Number: T232192 Truss Label:A Wgt:
gt:212.8 Ibs 05/09/2023 Ds nr:Shane Anders
411# 225# 225#
+ 225#4 d 225#4 4 411#
�5'11"10�
"1 5'11"4 1011"6 15'11"8 21'5"1 21'.012
"1
12
3.3 p =10X10
g DT-1'7 1111 C TC2 =10X10
C D
T
o A=4X8(D1 =4X8(D1) E
1 �
s3X8 I H G F $3X8
1112X4 =4X10 =6X6 1112X4
21'10"12
4' " 1104 1'.
10 15'91 6 " '11 Is 13118 2 60"12
�51110 i20696 2�1101961-2'�2'0"24
41
244# 96# 96#
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): 0.335 C 773 240 Max TC CSI: 0.341 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:No VERT(TL): 0.528 C 491 180 Max BC CSI: 0.662 J 2230 / / / /78 /
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.067 E - - Max Web CSI: 0.292 E 2230 / / / /78 /
MWFRS Parallel Dist:0 to h/2
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.105 E Creep Factor:2.0 Wind reactions based on MWFRS
NCBCLL: 0.00 Soffit:0.00 Loc.from endwall:not in 4.50 ft Snow Duration:NA WAVE Mfg Specified Camber: J Brg Wid=5.5 Min Req= 1.7(Truss)
Load Duration:1.15 I:1.0 GCpi:0.18 E Brg Wid=5.5 Min Req= 1.7(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 Bearings J&E Fcperp=425psi.
Lumber Special Loads Purlins Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 DF-L 2400f-2.OE; ------(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) In lieu of structural panels use Purlins to brace all flat TC Chords Tens.Comp. Chords Tens. Comp.
TC2 2x6 DF-L 2400f-2.OE; TC:From 91 plf at 0.91 to 91 plf at 5.94 @ 24"oc. A-B 152 -4159 C-D 196 -5205
Bot chord:2x6 SPF 1650f-1.5E; TC:From 45 plf at 5.94 to 45 plf at 15.96 B-C 196 -5205 D-E 152 -4161
Webs:2x4 SPF Stud;w2 2x4 SPF#1/#2; TC:From 91 plf at 15.96 to 91 plf at 20.99 Wind
BC:From 110 plf at 0.00 to 110 plf at 0.91 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs)
Nailnote BC:From 20 plf at 0.91 to 20 plf at 5.97
Nail Schedule:0.131"x3",min.nails BC:From 10 plf at 5.97 to 10 plf at 15.93 Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp.
Top Chord:1 Row @10.75"o.c. BC:From 20 plf at 15.93 to 20 plf at 20.99 A-I 4022 -145 G-F 4055 -141
Bot Chord:1 Row @12.00"o.c. BC:From 110 plf at 20.99 to 110 plf at 21.90 I-H 4053 -141 F-E 4024 -145
Webs :1 Row @ 4"o.c. TC: 411 lb Conc.Load at 5.97,15.93 H-G 4055 141
Use equal spacing between rows and stagger nails TC: 225 lb Conc.Load at 8.00,10.00,11.90,13.90
in each row to avoid splitting. BC: 244 lb Conc.Load at 5.97,15.93
BC: 96 lb Conc.Load at 8.00,10.00,11.90,13.90 Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-I 291 0 H-D 1188 -57
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-H 1190 -57 F-D 292 0
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building C-H 73 -533
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of pr8fessiona�l engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:A1 Wgt:
gt:84.0 Ibs 05/09/2023 Ds nr:Shane Anders
3i1 3-1110 7'11"4 1311T 17'11"2 217' 21'1ON2
3r 37'14 31110 6'0"4 I 3'1110 I 37'14 312
12
3.3 p -6X6C DT 1"9 =8X8D(SRS)
T
=1.5X4 B E=1.5X4
N =5X6(D1 =5X6(D1)
1 ;3X4 A r\3X4
I H G
3X6 =5X8
21'10"12
8'0"8 i 5'11" i T11"4
8'0"8 1311 T 21'10"12
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): 0.299 H 868 240 Max TC CSI: 0.949 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL): 0.472 H 549 180 Max BC CSI: 0.845 I 1212 / / /446 /27 /17
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.081 F - - Max Web CSI: 0.351 F 1212 / / /446 /27 /
MWFRS Parallel Dist:h/2 to h
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.128 F Creep Factor:2.0 Wind reactions based on MWFRS
NCBCLL: 0.00 Soffit:0.00 Loc.from endwall:not in 4.50 ft Snow Duration:NA WAVE Mfg Specified Camber: I Brg Wid=5.5 Min Req= 1.9(Truss)
Load Duration:1.15 I:1.0 GCpi:0.18 F Brg Wid=5.5 Min Req= 1.9(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 Bearings I&F Fcperp=425psi.
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SPF#1/#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SPF 1650f-1.5E; A-B 789 -3763 D-E 724 -3195
Webs:2x3 SPF#3; B-C 723 -3185 E-F 789 -3765
C-D 721 -3064
Purlins
In lieu of structural panels use purlins to brace all flat TC Maximum Bot Chord Forces Per Ply(Ibs)
@ 24"oc. Chords Tens.Comp. Chords Tens. Comp.
Wind A-H 3621 -739 G-F 3622 -734
Wind loads based on MWFRS with additional C&C H-G 3059 -646
member design.
Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-H 92 -588 D-G 294 0
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-H 294 0 G-E 91 -581
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building H-D 74 -66
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracincl insalled per BCSI sections B3,B7 or B10,
as applicable. Apply rates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to
drawings 160A-Z for sandard plate positrons.
Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of pr8fessional engineering responsibility solely for the design shown. The Juifability TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:A2 Wgt:
gt:82.9 Ibs 05/09/2023 Ds nr:Shane Anders
3i1 58"1 I 911"4 11'11"8 162"11 217' 21'10i12
3`1 5'4"5 T 4'3"3 2'0"4 4'3"3 5'4"5 3112
S
12 -4X6 C —6DX8
3.3 p
Ts 1.5X4 B E o 1.5X4
C" =5X6(D1 =5X6(D1)\
l :3X4 A FF 3X4
ME J Z 7-T-7--
I H G
=4X6 =3X4 =SS0312
21'10"12
10'0"8 1'11" 1 2' 7'11"4
10'0"8 11'11"8 13'11"8 21'10"12
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Deft/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in Ioc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): 0.276 H 940 240 Max TC CSI: 0.786 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL): 0.436 H 594 180 Max BC CSI: 0.886 J 1212 / / /447 /26 /22
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.080 F - - Max Web CSI: 0.592 F 1212 / / /447 /26 /
MWFRS Parallel Dist:h/2 to h
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.126 F Creep Factor:2.0 Wind reactions based on MWFRS
NCBCLL: 10.00 Soffit:0.00 Loc.from endwall:not in 9.00 ft Snow Duration:NA WAVE,18SS Mfg Specified Camber: J Brg Wid=5.5 Min Req= 1.9(Truss)
Load Duration:1.15 I:1.0 GCpi:0.18 F Brg Wid=5.5 Min Req= 1.9(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 Bearings J&F Fcperp=425psi.
Lumber Wind Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SPF 1650f-1.5E; Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp.
TC2 2x4 SPF#1/#2; member design. A-B 570 -3516 D-E 426 -2707
Bot chord:2x4 SPF 1650f-1.5E; Wind loading based on both gable and hip roof types. B-C 425 -2695 E-F 569 -3518
Webs:2x3 SPF#3;
C-D 430 -2568
Loading
Bottom chord checked for 10.00 psf non-concurrent live Maximum Chord Forces Per Ply(Ibs)
load. Chords Tens.Comp. Chords Tens. Comp.
A-I 3368 -519 H-G 3370 -513
Purlins I-H 2563 -332 G-F 3370 -513
In lieu of structural panels use purlins to brace all flat TC
@ 24"oc. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! B-I 192 -860 D-H 411 0
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS C-I 409 -13 H-E 190 -852
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building I-D 48 -43
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of prgfessiona� engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:A3 Wgt:
gt:82.3 Ibs 05/09/2023 Ds nr:Shane Anders
3j 1� 6'3"6 1011"6 157'6 217' 21'10j 12
3'1 5'11"10 + 4'8" + 4'8" + 5'11"10 3n
12 C=4X6
T 3.3 p
o 04X4B D�4X4
N
CM
5X6(D1 =5X6(D1)\
�3X4 A � 3X4
J I H G F
III1.5X4 =4X8 =4X6 III1.5X4
21'10"12
6'2"2 i 4'9"4 1 3'0"2 1'9"2 6'2"2
6'2"2 1011"6 113'11"8 15'8"10 21'10"12
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): 0.284 H 911 240 Max TC CSI: 0.957 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL): 0.450 H 576 180 Max BC CSI: 0.892 J 1212 / / /448 /26 /24
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.081 E - - Max Web CSI: 0.907 E 1212 / / /448 /26 /
MWFRS Parallel Dist:0 to h/2
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.127 E Creep Factor:2.0 Wind reactions based on MWFRS
NCBCLL: 10.00 Soffit:0.00 Loc.from endwall:Any Snow Duration:NA WAVE Mfg Specified Camber: J Brg Wid=5.5 Min Req= 1.9(Truss)
Load Duration:1.15 I:1.0 GCpi:0.18 E Brg Wid=5.5 Min Req= 1.9(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 Bearings J&E Fcperp=425psi.
Lumber Maximum Top Chord Forces Per Ply(Ibs)
Top chord:2x4 SPF#1/#2; Chords Tens.Comp. Chords Tens. Comp.
Bot chord:2x4 SPF 1650f-1.5E; A-B 692 -3542 C-D 516 -2408
Webs:2x3 SPF#3; B-C 515 -2408 D-E 691 -3542
Loading Maximum Bot Chord Forces Per Ply(Ibs)
Bottom chord checked for 10.00 psf non-concurrent live Chords Tens.Comp. Chords Tens. Comp.
load.
A-I 3376 -637 G-F 3370 -626
Wind I-H 3370 -639 F-E 3376 -624
Wind loads based on MWFRS with additional C&C H-G 3370 -626
member design.
Wind loading based on both gable and hip roof types. Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! I-B 169 0 H-D 260 -1171
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B-H 260 1171 D-F 169 0
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building C-H 850 -101
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracincl insalled per BCSI sections B3,B7 or B10,
as applicable. Apply rates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to
drawings 160A-Z for sandard plate positrons.
IIIIIIIIIIIIIIIIIN
Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of pr8fessional engineering responsibility solely for the design shown. The Juifability TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:AA Wgt:1
gt:16.8 Ibs 05/09/2023 Ds nr:Shane Anders
12 B
3.3
T
55�2M(D8R) r
Ar
2"8
D C
5'11"4
5'11"4
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): NA Max TC CSI: 0.599 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL):NA Max BC CSI: 0.401 D 337 / / /120 / /42
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.021 A Max Web CSI: 0.000 C 96 / / /59
MWFRS Parallel Dist:0 to h/2
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.033 A Creep Factor:2.0 B 225 / / /62 /35 /
NCBCLL: 0.00 Soffit:0.00 Loc.from endwall:not in 4.50 ft Snow Duration:NA WAVE Mfg Specified Camber: Wind reactions based on MWFRS
Load Duration:1.15 I:1.0 GCpi:0.18 D Brg Wid=5.5 Min Req= 1.5(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 C Brg Wid=1.5 Min Req= -
Lumber B Brg Wid=1.5 Min Req= -
Bearing D Fcperp=425psi.
Top chord:2x4 SPF#1/#2; Maximum Top Chord Forces Per Ply(Ibs)
Bot chord:2x4 SPF#1/#2;
Chords Tens.Comp.
Wind A-B 60 -50
Wind loads based on MWFRS with additional C&C
member design. Maximum Bot Chord Forces Per Ply(Ibs)
Wind loading based on both gable and hip roof types. Chords Tens.Comp.
A-C 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of prgfessiona� engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:AB Wgt:1
gt:11.2 Ibs 05/09/2023 Ds nr:Shane Anders
12
3.3
B
T
�22M(NR M
T
D C
3'10"15
3 10"15
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): NA Max TC CSI: 0.235 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL):NA Max BC CSI: 0.187 D 225 / / /78 / /26
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.005 A Max Web CSI: 0.000 C 67 / / /39
MWFRS Parallel Dist:0 to h/2
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.009 A Creep Factor:2.0 B 141 / / /40 /20 /
NCBCLL: 0.00 Soffit:0.00 Loc.from endwall:Any Snow Duration:NA WAVE Mfg Specified Camber: Wind reactions based on MWFRS
Load Duration:1.15 I:1.0 GCpi:0.18 D Brg Wid=5.5 Min Req= 1.5(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 C Brg Wid=1.5 Min Req= -
Lumber B Brg Wid=1.5 Min Req= -
Bearing D Fcperp=425psi.
Top chord:2x4 SPF#1/#2; Maximum Top Chord Forces Per Ply(Ibs)
Bot chord:2x4 SPF#1/#2;
Chords Tens.Comp.
Wind A-B 37 -41
Wind loads based on MWFRS with additional C&C
member design. Maximum Bot Chord Forces Per Ply(Ibs)
Wind loading based on both gable and hip roof types. Chords Tens.Comp.
A-C 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of prgfessiona� engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:AC Wgt:
gt:5.6 Ibs 05/09/2023 Ds nr:Shane Anders
12
3.3
B
55�AX4(D8R coIF
TMM
T W
2"8
D C
1 . 11101115
11101115
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): NA Max TC CSI: 0.047 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL):NA Max BC CSI: 0.036 D 114 / / /36 / /11
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.000 C Max Web CSI: 0.000 C 44 / / /19
MWFRS Parallel Dist:0 to h/2
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.001 C Creep Factor:2.0 B 53 / / /18 /5 /
NCBCLL: 0.00 Soffit:0.00 Loc.from endwall:Any Snow Duration:NA WAVE Mfg Specified Camber: Wind reactions based on MWFRS
Load Duration:1.15 I:1.0 GCpi:0.18 D Brg Wid=5.5 Min Req= 1.5(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 C Brg Wid=1.5 Min Req= -
Lumber B Brg Wid=1.5 Min Req= -
Bearing D Fcperp=425psi.
Top chord:2x4 SPF#1/#2; Maximum Top Chord Forces Per Ply(Ibs)
Bot chord:2x4 SPF#1/#2;
Chords Tens.Comp.
Wind A-B 14 -15
Wind loads based on MWFRS with additional C&C
member design. Maximum Bot Chord Forces Per Ply(Ibs)
Wind loading based on both gable and hip roof types. Chords Tens.Comp.
A-C 0 0
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of prgfessiona� engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:AR Wgt:
gt:37.8 Ibs 05/09/2023 Ds nr:Shane Anders
282#
572 2,9"10
2.33 o B
T
A 6X8* m
C
8'4"12
8'4"12
2,9"3 2,915
89# 135#
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:Closed Category:II EXP:C Pg:NA Ct:NA TPI Std: 2014 VERT(LL): NA Max TC CSI: 0.424 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:6.0 psf BCDL:6.0 psf Pf:NA Ce:NA Rep Factors Used:No VERT(TL):NA Max BC CSI: 0.275 D 310 / / / /1 /
BCDL: 10.00 Mean Height:15.00 ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL): 0.014 A Max Web CSI: 0.000 C 148 / / /6
MWFRS Parallel Dist:0 to h/2
Des Ld:55.00 C&C Dist a:3.00 ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.023 A Creep Factor:2.0 B 186 / / / /11 /
NCBCLL: 0.00 Soffit:0.00 Loc.from endwall:Any Snow Duration:NA WAVE Mfg Specified Camber: Wind reactions based on MWFRS
Load Duration:1.15 I:1.0 GCpi:0.18 D Brg Wid=7.8 Min Req= 1.5(Truss)
Spacing:24.0" Wind Duration:1.60 VIEW Ver: 22.02.02B.0309.19 C Brg Wid=1.5 Min Req= -
Lumber Plating Notes B Brg Wid=1.5 Min Req= -
9 Bearing D Fcperp=425psi.
Top chord:2x6 SPF 1650f-1.5E; (**)1 plate(s)require special positioning.Refer to scaled Maximum Top Chord Forces Per Ply(Ibs)
Bot chord:2x6 SPF 1650f-1.5E; plate plot details for special positioning requirements. Chords Tens.Comp.
Special Loads Wind A-B 36 -20
------(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Wind loads and reactions based on MWFRS.
TC:From 2 plf at 1.35 to 2 plf at 8.40 Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply(Ibs)
BC:From 4 plf at 0.00 to 4 plf at 1.35
BC:From 2 plf at 1.35 to 2 plf at 8.40 Chords Tens.Comp.
TC: 105 lb Conc.Load at 2.77 A-C 0 0
TC: 282 lb Conc.Load at 5.59
BC: 89 lb Conc.Load at 2.77
BC: 135 lb Conc.Load at 5.59
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of prgfessiona� engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or
Ply:1
QtyJob Number: T232192 Truss Label:ZA Wgt:
gt:50.4 Ibs 05/09/2023 Ds nr:Shane Anders
410"1 9'8°2
a'10"1 4'10"1
1'1015 2' 1-1012�{
(TYP) D=3X4
C E
12
12.45
b
B F
�42X4(MR)
A G
o 2X4(MR)
K J I H
9'8"2
9'8"2
9'8"2
Loading Criteria (psf) Wind Criteria Snow Criteria Code/Misc Criteria Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF
TCLL: 35.00 Wind Std: NA Speed: NA mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP Deflection in loc L/defl U# Gravity Non-Gravity
TCDL: 10.00 Enclosure:NA Category:NA EXP:NA Pg:NA Ct:NA TPI Std: 2014 VERT(LL):0.000 - - 240 Max TC CSI: 0.001 Loc R+ /R- /Rh /Rw /U /R
BCLL: 0.00 TCDL:NA psf BCDL:NA psf Pf:NA Ce:NA Rep Factors Used:Yes VERT(TL): 0.000 A 999 180 Max BC CSI: 0.001 A* 2
BCDL: 10.00 Mean Height:NA ft CAT:NA FT/RT:16(0)/10(0) HORZ(LL):0.000 Max Web CSI: 0.001 A Brg Wid=116 Min Req=
MWFRS Parallel Dist:NA
Des Ld:55.00 C&C Dist a:NA ft Lu:NA Cs:NA Plate Type: HORZ(TL): 0.000 B - - Creep Factor:2.0 Bearing A is a rigid surface.
NCBCLL: 10.00 Soffit:0.00 Loc.from endwall:NA Snow Duration:NA WAVE Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.15 I:NA GCpi:NA Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" Wind Duration:NA VIEW Ver: 22.02.02B.0309.19
A-B 0 -1 D-E 0 -1
Lumber B-C 0 -1 E-F 0 -1
Top chord:2x4 SPF#1/#2; C-D 0 -1 F-G 0 -1
Bot chord:2x4 SPF#1/#2;
Webs:2x4 SPF Stud; Maximum Bot Chord Forces Per Ply(Ibs)
Plating Notes Chords Tens.Comp. Chords Tens. Comp.
All plates are 1.5X4 except as noted. A-K 0 0 I-H 0 0
K-J 0 0 H-G 0 0
Loading J-I 0 0
Bottom chord checked for 10.00 psf non-concurrent live
load. Maximum Gable Forces Per Ply(Ibs)
Gables Tens.Comp. Gables Tens. Comp.
B-K 0 -2 I-E 0 -2
C-J 0 -2 H-F 0 -2
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building
Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proper y
attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or B10,
as applicable. AppTy lates to each face.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to
drawings 160A-Z for s andard plate positions.
Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the
truss in conformance with.ANSI/-I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover age,
listing this drawing indicates acceptance of prgfessiona� engineering responsibility solely for the design shown. The duifablllty TRUSS
and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ;SBCA:www.sbcindustr.com;ICC: www.iccsafe.or