HomeMy WebLinkAboutTRUSS PLANS - 20-00886 - 859 Pine Brook - Faires - New SFRPB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :M7, M8, M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
U* 131 /- /- /39 /9 /8
Wind reactions based on MWFRS
U Brg Width = 444 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 54 0
B - C 133 -190
C - D 129 -165
D - E 121 -143
E - F 114 -120
F - G 105 -97
G - H 117 -81
H - I 160 -79
I - J 206 -84
J - K 251 -98
K - L 251 -98
Chords Tens. Comp.
L - M 206 -84
M - N 160 -79
N - O 117 -81
O - P 73 -82
P - Q 75 -64
Q - R 72 -84
R - S 83 -104
S - T 90 -126
T - U 94 -150
U - V 54 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AO 177 -136
AO-AN 178 -137
AN-AM 178 -139
AM-AL 178 -140
AL-AK 178 -140
AK-AJ 178 -141
AJ-AI 166 -109
AI-AH 167 -109
AH-AG 167 -109
AG-AF 168 -108
Chords Tens. Comp.
AF-AE 168 -108
AE-AD 167 -108
AD-AC 167 -108
AC-AB 167 -108
AB-AA 166 -107
AA- Z 166 -107
Z - Y 165 -106
Y - X 164 -105
X - W 163 -104
W - U 161 -102
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AO 65 -200
D -AN 65 -216
E -AM 62 -216
F -AL 63 -231
G -AK 63 -237
H -AI 62 -242
I -AH 66 -256
J -AG 65 -296
K -AF 0 -219
Gables Tens. Comp.
AE- L 65 -296
AD- M 66 -256
AB- N 62 -242
AA- O 63 -238
Z - P 63 -227
Y - R 63 -222
X - S 64 -214
W - T 66 -200
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 J 999 240
VERT(CL): 0.004 J 999 180
HORZ(LL): 0.003 N - -
HORZ(TL): 0.005 N - -
Creep Factor: 2.0
Max TC CSI: 0.101
Max BC CSI: 0.034
Max Web CSI: 0.187
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:A1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259986 / T8 / GABL
FROM:DRW:
... / ... 02/04/2020
M7
M8
M9
M8
M7
(a)
(a)(a)
(a)
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
PQ
R
S
T
U
V
WXYZAAABACADAEAFAGAHAIAJAKALAMANAO
7
12
3X6(B1T)
5X6
3X6
5X6
3X6
3X6(**)
3X6(B1T)
37'
2'6"2'(TYP)
18'6"
18'6"
37'
18'6"
37'
37'1'1'
4-5/16"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :M7, M8, M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
U* 131 /- /- /39 /9 /8
Wind reactions based on MWFRS
U Brg Width = 444 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 54 0
B - C 133 -190
C - D 129 -165
D - E 121 -143
E - F 114 -120
F - G 105 -97
G - H 117 -81
H - I 160 -79
I - J 206 -84
J - K 251 -98
K - L 251 -98
Chords Tens. Comp.
L - M 206 -84
M - N 160 -79
N - O 117 -81
O - P 73 -82
P - Q 75 -64
Q - R 72 -84
R - S 83 -104
S - T 90 -126
T - U 94 -150
U - V 54 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AO 177 -136
AO-AN 178 -137
AN-AM 178 -139
AM-AL 178 -140
AL-AK 178 -140
AK-AJ 178 -141
AJ-AI 166 -109
AI-AH 167 -109
AH-AG 167 -109
AG-AF 168 -108
Chords Tens. Comp.
AF-AE 168 -108
AE-AD 167 -108
AD-AC 167 -108
AC-AB 167 -108
AB-AA 166 -107
AA- Z 166 -107
Z - Y 165 -106
Y - X 164 -105
X - W 163 -104
W - U 161 -102
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AO 65 -200
D -AN 65 -216
E -AM 62 -216
F -AL 63 -231
G -AK 63 -237
H -AI 62 -242
I -AH 66 -256
J -AG 65 -296
K -AF 0 -219
Gables Tens. Comp.
AE- L 65 -296
AD- M 66 -256
AB- N 62 -242
AA- O 63 -238
Z - P 63 -227
Y - R 63 -222
X - S 64 -214
W - T 66 -200
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 J 999 240
VERT(CL): 0.004 J 999 180
HORZ(LL): 0.003 N - -
HORZ(TL): 0.005 N - -
Creep Factor: 2.0
Max TC CSI: 0.101
Max BC CSI: 0.034
Max Web CSI: 0.187
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:A1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259986 / T8 / GABL
FROM:DRW:
... / ... 02/04/2020
M7
M8
M9
M8
M7
(a)
(a)(a)
(a)
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
PQ
R
S
T
U
V
WXYZAAABACADAEAFAGAHAIAJAKALAMANAO
7
12
3X6(B1T)
5X6
3X6
5X6
3X6
3X6(**)
3X6(B1T)
37'
2'6"2'(TYP)
18'6"
18'6"
37'
18'6"
37'
37'1'1'
4-5/16"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3, W4 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2030 /- /- /768 /141 /253
J 2030 /- /- /768 /141 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.2
J Brg Width = 5.5 Min Req = 2.2
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 48 0
B - C 447 -3241
C - D 434 -2899
D - E 458 -2819
E - F 393 -2056
Chords Tens. Comp.
F - G 394 -2056
G - H 457 -2819
H - I 434 -2899
I - J 447 -3241
J - K 48 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2688 -292
P - O 2182 -170
O - N 2182 -170
Chords Tens. Comp.
N - M 2182 - 171
M - L 2182 - 171
L - J 2688 - 296
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 150 -474
P - E 555 -82
E - N 202 -929
F - N 1402 -271
Webs Tens. Comp.
N - G 202 -929
G - L 555 -82
L - I 150 -474
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.169 N 999 240
VERT(CL): 0.250 N 999 180
HORZ(LL): 0.075 L - -
HORZ(TL): 0.111 L - -
Creep Factor: 2.0
Max TC CSI: 0.541
Max BC CSI: 0.572
Max Web CSI: 0.435
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:A2
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 259959 / T5 / COMN
FROM:DRW:
... / ... 02/04/2020
W3
W4
W3
(a)(a)
A
B
C
D
E
F
G
H
I
J
K
LMNOP
7
12
3X12(B3T)
2X4
3X6
3X6 3X6
3X6
5X6
3X12 3X6
3X6
3X6
3X6
2X4
3X12(B3T)
37'
6'5-11/16"
6'5-11/16"
12'5-7/8"
6'0-1/8"
18'6"
6'0-1/8"
24'6-1/8"
6'0-1/8"
30'6-5/16"
6'0-1/8"
37'
6'5-11/16"
9'5-13/16"
9'5-13/16"
18'6"
9'0-3/16"
27'6-3/16"
9'0-3/16"
37'
9'5-13/16"1'1'
4-5/16"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3, W4 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2030 /- /- /768 /141 /253
J 2030 /- /- /768 /141 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.2
J Brg Width = 5.5 Min Req = 2.2
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 48 0
B - C 447 -3241
C - D 434 -2899
D - E 458 -2819
E - F 393 -2056
Chords Tens. Comp.
F - G 394 -2056
G - H 457 -2819
H - I 434 -2899
I - J 447 -3241
J - K 48 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2688 -292
P - O 2182 -170
O - N 2182 -170
Chords Tens. Comp.
N - M 2182 - 171
M - L 2182 - 171
L - J 2688 - 296
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 150 -474
P - E 555 -82
E - N 202 -929
F - N 1402 -271
Webs Tens. Comp.
N - G 202 -929
G - L 555 -82
L - I 150 -474
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.169 N 999 240
VERT(CL): 0.250 N 999 180
HORZ(LL): 0.075 L - -
HORZ(TL): 0.111 L - -
Creep Factor: 2.0
Max TC CSI: 0.541
Max BC CSI: 0.572
Max Web CSI: 0.435
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:A2
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 259959 / T5 / COMN
FROM:DRW:
... / ... 02/04/2020
W3
W4
W3
(a)(a)
A
B
C
D
E
F
G
H
I
J
K
LMNOP
7
12
3X12(B3T)
2X4
3X6
3X6 3X6
3X6
5X6
3X12 3X6
3X6
3X6
3X6
2X4
3X12(B3T)
37'
6'5-11/16"
6'5-11/16"
12'5-7/8"
6'0-1/8"
18'6"
6'0-1/8"
24'6-1/8"
6'0-1/8"
30'6-5/16"
6'0-1/8"
37'
6'5-11/16"
9'5-13/16"
9'5-13/16"
18'6"
9'0-3/16"
27'6-3/16"
9'0-3/16"
37'
9'5-13/16"1'1'
4-5/16"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3, W4, W5 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2510 /- /- /877 /179 /291
AD 3448 /- /- /1240 /209 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.7
AD Brg Width = 5.5 Min Req = 3.3
Bearings B & AD Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 54 0
B - C 514 -4057
C - D 543 -3998
D - E 570 -3931
E - F 550 -3676
F - G 580 -3648
G - H 587 -3597
H - I 615 -3582
I - J 467 -2722
J - K 498 -2644
K - L 528 -2581
L - M 469 -2145
M - N 469 -2143
Chords Tens. Comp.
N - O 469 -2143
O - P 469 -2144
P - Q 476 -2164
Q - R 443 -2206
R - S 413 -2290
S - T 295 -1062
T - U 268 -1158
U - V 226 -1064
V - W 223 -1179
W - X 876 -283
X - Y 853 -309
Y - Z 785 -327
Z -AA 55 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AZ 3403 -378
AZ-AY 3397 -376
AY-AX 3395 -375
AX-AW 3389 -374
AW-AV 3389 -374
AV-AU 2865 -246
AU-AT 2865 -246
AT-AS 2861 -245
AS-AR 2861 -245
AR-AQ 2861 -245
AQ-AP 2861 -245
AP-AO 2231 -107
AO-AN 2231 -107
Chords Tens. Comp.
AN-AM 1860 -61
AM-AL 1860 -61
AL-AK 1519 -79
AK-AJ 1519 -79
AJ-AI 1519 -79
AI-AH 1519 -79
AH-AG 1522 -79
AG-AF 1522 -79
AF-AE 350 -607
AE-AD 350 -607
AD-AC 356 -667
AC-AB 356 -662
AB- Z 355 -657
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E -BA 102 -364
BA-BB 130 -498
Webs Tens. Comp.
AN-BM 763 -117
BN- P 773 -118
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.246 AS 999 240
VERT(CL): 0.341 AS 999 180
HORZ(LL): 0.083 J - -
HORZ(TL): 0.116 J - -
Creep Factor: 2.0
Max TC CSI: 0.556
Max BC CSI: 0.821
Max Web CSI: 0.904
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259932 / T9 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
W3
W4
W5
W4
W5
W4
W3
(a)
(a)(a)(a)
(a)
A
B
C
D
E
F G
H
I
J
K
LMNOP
Q
R
S
T
UV
W
X
Y
Z
AA
ABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZ
BA
BBBC
BD BE
BF
BGBH
BIBJ
BK
BL BM
BN
BOBP
BQBR
BS
BTBU
BVBW
7
12
4X8(B3T)
3X6
3X6
3X6
H0312 2X4(**)
5X8
4X6
4X8
5X8
3X6 3X6
4X6
4X8(R)
3X6
6X10
4X6
3X6(B1T)
39'6'
2'6"2'(TYP)
4'4'4'
4'
6'4-11/16"
6'4-11/16"
6'6"
1-5/16"
12'3-7/8"
5'9-7/8"
18'3"
5'11-1/8"
22'6"
4'3"
26'9"
4'3"
32'8-1/8"
5'11-1/8"
38'9-1/4"
6'1-1/8"
45'
6'2-3/4"
9'4-5/16"
9'4-5/16"
18'3"
8'10-11/16"
22'6"
4'3"
26'9"
4'3"
35'7-11/16"
8'10-11/16"
38'9-1/4"
3'1-9/16"
45'
6'2-3/4"1'1'
4-5/16"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3, W4, W5 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2510 /- /- /877 /179 /291
AD 3448 /- /- /1240 /209 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.7
AD Brg Width = 5.5 Min Req = 3.3
Bearings B & AD Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 54 0
B - C 514 -4057
C - D 543 -3998
D - E 570 -3931
E - F 550 -3676
F - G 580 -3648
G - H 587 -3597
H - I 615 -3582
I - J 467 -2722
J - K 498 -2644
K - L 528 -2581
L - M 469 -2145
M - N 469 -2143
Chords Tens. Comp.
N - O 469 -2143
O - P 469 -2144
P - Q 476 -2164
Q - R 443 -2206
R - S 413 -2290
S - T 295 -1062
T - U 268 -1158
U - V 226 -1064
V - W 223 -1179
W - X 876 -283
X - Y 853 -309
Y - Z 785 -327
Z -AA 55 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AZ 3403 -378
AZ-AY 3397 -376
AY-AX 3395 -375
AX-AW 3389 -374
AW-AV 3389 -374
AV-AU 2865 -246
AU-AT 2865 -246
AT-AS 2861 -245
AS-AR 2861 -245
AR-AQ 2861 -245
AQ-AP 2861 -245
AP-AO 2231 -107
AO-AN 2231 -107
Chords Tens. Comp.
AN-AM 1860 -61
AM-AL 1860 -61
AL-AK 1519 -79
AK-AJ 1519 -79
AJ-AI 1519 -79
AI-AH 1519 -79
AH-AG 1522 -79
AG-AF 1522 -79
AF-AE 350 -607
AE-AD 350 -607
AD-AC 356 -667
AC-AB 356 -662
AB- Z 355 -657
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E -BA 102 -364
BA-BB 130 -498
Webs Tens. Comp.
AN-BM 763 -117
BN- P 773 -118
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.246 AS 999 240
VERT(CL): 0.341 AS 999 180
HORZ(LL): 0.083 J - -
HORZ(TL): 0.116 J - -
Creep Factor: 2.0
Max TC CSI: 0.556
Max BC CSI: 0.821
Max Web CSI: 0.904
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259932 / T9 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
W3
W4
W5
W4
W5
W4
W3
(a)
(a)(a)(a)
(a)
A
B
C
D
E
F G
H
I
J
K
LMNOP
Q
R
S
T
UV
W
X
Y
Z
AA
ABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZ
BA
BBBC
BD BE
BF
BGBH
BIBJ
BK
BL BM
BN
BOBP
BQBR
BS
BTBU
BVBW
7
12
4X8(B3T)
3X6
3X6
3X6
H0312 2X4(**)
5X8
4X6
4X8
5X8
3X6 3X6
4X6
4X8(R)
3X6
6X10
4X6
3X6(B1T)
39'6'
2'6"2'(TYP)
4'4'4'
4'
6'4-11/16"
6'4-11/16"
6'6"
1-5/16"
12'3-7/8"
5'9-7/8"
18'3"
5'11-1/8"
22'6"
4'3"
26'9"
4'3"
32'8-1/8"
5'11-1/8"
38'9-1/4"
6'1-1/8"
45'
6'2-3/4"
9'4-5/16"
9'4-5/16"
18'3"
8'10-11/16"
22'6"
4'3"
26'9"
4'3"
35'7-11/16"
8'10-11/16"
38'9-1/4"
3'1-9/16"
45'
6'2-3/4"1'1'
4-5/16"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
BC-AV 129 -521
AV-BD 714 -142
BE- I 733 -145
I -BF 195 -986
BF-BG 215 -1152
BH-BI 219 -1158
BJ-AP 223 -1190
L -AP 1169 -206
L -BK 82 -517
BL-AN 68 -514
N -AN 62 -418
P -AL 228 -142
AL-BO 505 -33
BP-BQ 527 -30
BR-BS 543 -33
BS- S 660 -51
S -BT 252 -1781
BU-AF 256 -1798
AF-BV 2324 -314
BW- W 2305 -305
W -AD 487 -3057
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AZ 49 -103
D -AY 45 -83
AX-BA 187 -37
BB- F 58 -240
AW-BC 50 -208
BD-AU 42 -102
H -BE 43 -122
AT-BF 220 -26
BG- J 53 -118
AS-BH 45 -107
BI- K 45 -147
AQ-BJ 42 -107
BK- M 43 -152
AO-BL 42 -126
Gables Tens. Comp.
BM-AM 45 -153
O -BN 45 -168
BO-AK 46 -147
Q -BP 49 -186
BQ-AJ 45 -91
R -BR 53 -107
BS-AH 202 -23
BT- T 40 -91
AG-BU 41 -70
BV-AE 63 -266
U -BW 60 -261
AC- X 51 -169
AB- Y 51 -86
Job Number:PB201526
FAIRES
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259932 / T9 / GABL
FROM:
Page 2 of 2
DRW:
... / ... 02/04/2020
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L #1&Bet. :W1, W2, W6, W7 2x4 DF-L
Stud:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2408 /- /- /824 /150 /258
N 3287 /- /- /1174 /169 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.6
N Brg Width = 5.5 Min Req = 3.1
Bearings B & N Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 48 0
B - C 490 -3982
C - D 484 -3623
D - E 501 -3416
E - F 443 -2514
F - G 411 -1813
Chords Tens. Comp.
G - H 411 -1813
H - I 397 -2115
I - J 235 -1136
J - K 211 -1251
K - L 866 -294
L - M 49 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 3330 -333
U - T 2728 -215
T - S 2728 -215
S - R 1972 -87
R - Q 1631 -47
Chords Tens. Comp.
Q - P 1490 - 75
P - O 1490 - 75
O - N 316 -560
N - L 322 -612
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 147 -579
U - E 635 -78
E - S 203 -1179
F - S 1030 -124
F - R 66 -524
G - R 79 -622
Webs Tens. Comp.
R - H 652 -109
H - Q 114 -225
Q - I 466 -23
I - O 263 -1657
O - K 2094 - 247
K - N 474 -3170
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.185 E 999 240
VERT(CL): 0.257 E 999 180
HORZ(LL): 0.076 O - -
HORZ(TL): 0.105 O - -
Creep Factor: 2.0
Max TC CSI: 0.775
Max BC CSI: 0.650
Max Web CSI: 0.938
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:B2
Ply: 1
Qty: 5
Wgt: 0.0 lbs
SEQN: 259922 / T11 / COMN
FROM:DRW:
... / ... 02/04/2020
W1
W2
W2 W6
W7
(a)
(a)(a)(a)
(a)
A
B
C
D
E
FGH
I
J
K
L
M
NOPQRSTU
7
12
4X8(B3T)
2X4
3X6
3X6
3X6
H0312
5X8
3X6
2X4
4X8
5X8
3X6 3X6
3X12
4X8(R)
3X6
6X10
4X6
3X6(B1T)
39'6'
6'4-11/16"
6'4-11/16"
12'3-7/8"
5'11-1/8"
18'3"
5'11-1/8"
22'6"
4'3"
26'9"
4'3"
32'8-1/8"
5'11-1/8"
38'9-1/4"
6'1-1/8"
45'
6'2-3/4"
9'4-5/16"
9'4-5/16"
18'3"
8'10-11/16"
22'6"
4'3"
26'9"
4'3"
35'7-11/16"
8'10-11/16"
38'9-1/4"
3'1-9/16"
45'
6'2-3/4"1'1'
4-5/16"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L #1&Bet. :W1, W2, W6, W7 2x4 DF-L
Stud:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2408 /- /- /824 /150 /258
N 3287 /- /- /1174 /169 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.6
N Brg Width = 5.5 Min Req = 3.1
Bearings B & N Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 48 0
B - C 490 -3982
C - D 484 -3623
D - E 501 -3416
E - F 443 -2514
F - G 411 -1813
Chords Tens. Comp.
G - H 411 -1813
H - I 397 -2115
I - J 235 -1136
J - K 211 -1251
K - L 866 -294
L - M 49 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 3330 -333
U - T 2728 -215
T - S 2728 -215
S - R 1972 -87
R - Q 1631 -47
Chords Tens. Comp.
Q - P 1490 - 75
P - O 1490 - 75
O - N 316 -560
N - L 322 -612
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 147 -579
U - E 635 -78
E - S 203 -1179
F - S 1030 -124
F - R 66 -524
G - R 79 -622
Webs Tens. Comp.
R - H 652 -109
H - Q 114 -225
Q - I 466 -23
I - O 263 -1657
O - K 2094 - 247
K - N 474 -3170
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.185 E 999 240
VERT(CL): 0.257 E 999 180
HORZ(LL): 0.076 O - -
HORZ(TL): 0.105 O - -
Creep Factor: 2.0
Max TC CSI: 0.775
Max BC CSI: 0.650
Max Web CSI: 0.938
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:B2
Ply: 1
Qty: 5
Wgt: 0.0 lbs
SEQN: 259922 / T11 / COMN
FROM:DRW:
... / ... 02/04/2020
W1
W2
W2 W6
W7
(a)
(a)(a)(a)
(a)
A
B
C
D
E
FGH
I
J
K
L
M
NOPQRSTU
7
12
4X8(B3T)
2X4
3X6
3X6
3X6
H0312
5X8
3X6
2X4
4X8
5X8
3X6 3X6
3X12
4X8(R)
3X6
6X10
4X6
3X6(B1T)
39'6'
6'4-11/16"
6'4-11/16"
12'3-7/8"
5'11-1/8"
18'3"
5'11-1/8"
22'6"
4'3"
26'9"
4'3"
32'8-1/8"
5'11-1/8"
38'9-1/4"
6'1-1/8"
45'
6'2-3/4"
9'4-5/16"
9'4-5/16"
18'3"
8'10-11/16"
22'6"
4'3"
26'9"
4'3"
35'7-11/16"
8'10-11/16"
38'9-1/4"
3'1-9/16"
45'
6'2-3/4"1'1'
4-5/16"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B1 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L #1&Bet. :W1, W3, W4, W9, W10, M1
2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2434 /- /- /876 /183 /291
Q* 458 /- /- /165 /27 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.4
Q Brg Width = 101 Min Req = -
Bearings B & Q Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 874 -5719
C - D 896 -5678
D - E 1083 -6332
E - F 584 -3536
F - G 596 -3336
G - H 470 -2324
Chords Tens. Comp.
H - I 412 -1610
I - J 412 -1610
J - K 361 -1513
K - L 1428 - 310
L - M 1172 - 321
M - N 978 -332
N - O 55 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - X 5369 -792
X - W 5364 -789
W - V 3453 -401
V - U 2583 -223
U - T 2583 -223
Chords Tens. Comp.
T - S 1855 - 130
S - R 1135 - 135
R - Q 310 -252
Q - P 310 -252
P - N 725 -1354
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - W 381 -1759
W - E 2744 -558
E - V 260 -1140
V - G 1209 -201
G - T 281 -1370
H - T 1205 -201
H - S 115 -807
Webs Tens. Comp.
I - S 93 -625
S - J 1284 - 202
J - R 175 -1210
R - K 1475 - 188
K - P 571 -3412
P - M 186 -672
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - X 55 -104
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.313 E 999 240
VERT(CL): 0.440 E 868 180
HORZ(LL): 0.080 D - -
HORZ(TL): 0.111 D - -
Creep Factor: 2.0
Max TC CSI: 0.943
Max BC CSI: 0.699
Max Web CSI: 0.936
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259905 / T2 / GABL
FROM:DRW:
... / ... 02/04/2020
T2
B1
W1
W3
W4
W9 W10
M1
(a)
(a)(a)(a)(a)
(a)
A
B
C
D
E
F
G
HIJ
K
L
M
N O
PQRSTUVWX
4 12
7
12
3X12(B6RT)
8X8(R)
5X8
4X12
4X6(R)
H0312
4X6
H0312
5X8
4X6 5X8
5X8
4X6 H0312
6X10
5X6(R)
3X6
3X6(B1T)
40'7'
2'6"
2'6"
4'6-9/16"
2'0-9/16"9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
40'7-5/16"
5'11-1/8"
47'
6'4-11/16"
2'6"
2'6"
4'6-9/16"
2'0-9/16"12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
37'7-11/16"
8'10-11/16"
47'
9'4-5/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B1 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L #1&Bet. :W1, W3, W4, W9, W10, M1
2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2434 /- /- /876 /183 /291
Q* 458 /- /- /165 /27 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.4
Q Brg Width = 101 Min Req = -
Bearings B & Q Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 874 -5719
C - D 896 -5678
D - E 1083 -6332
E - F 584 -3536
F - G 596 -3336
G - H 470 -2324
Chords Tens. Comp.
H - I 412 -1610
I - J 412 -1610
J - K 361 -1513
K - L 1428 - 310
L - M 1172 - 321
M - N 978 -332
N - O 55 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - X 5369 -792
X - W 5364 -789
W - V 3453 -401
V - U 2583 -223
U - T 2583 -223
Chords Tens. Comp.
T - S 1855 - 130
S - R 1135 - 135
R - Q 310 -252
Q - P 310 -252
P - N 725 -1354
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - W 381 -1759
W - E 2744 -558
E - V 260 -1140
V - G 1209 -201
G - T 281 -1370
H - T 1205 -201
H - S 115 -807
Webs Tens. Comp.
I - S 93 -625
S - J 1284 - 202
J - R 175 -1210
R - K 1475 - 188
K - P 571 -3412
P - M 186 -672
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - X 55 -104
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.313 E 999 240
VERT(CL): 0.440 E 868 180
HORZ(LL): 0.080 D - -
HORZ(TL): 0.111 D - -
Creep Factor: 2.0
Max TC CSI: 0.943
Max BC CSI: 0.699
Max Web CSI: 0.936
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259905 / T2 / GABL
FROM:DRW:
... / ... 02/04/2020
T2
B1
W1
W3
W4
W9 W10
M1
(a)
(a)(a)(a)(a)
(a)
A
B
C
D
E
F
G
HIJ
K
L
M
N O
PQRSTUVWX
4 12
7
12
3X12(B6RT)
8X8(R)
5X8
4X12
4X6(R)
H0312
4X6
H0312
5X8
4X6 5X8
5X8
4X6 H0312
6X10
5X6(R)
3X6
3X6(B1T)
40'7'
2'6"
2'6"
4'6-9/16"
2'0-9/16"9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
40'7-5/16"
5'11-1/8"
47'
6'4-11/16"
2'6"
2'6"
4'6-9/16"
2'0-9/16"12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
37'7-11/16"
8'10-11/16"
47'
9'4-5/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6, W7, W8 2x4 DF-L
#1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2642 /- /- /881 /166 /258
O 3464 /- /- /1248 /173 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.8
O Brg Width = 5.5 Min Req = 3.3
Bearings B & O Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 847 -6337
C - D 1025 -6991
D - E 563 -3801
E - F 573 -3592
F - G 463 -2427
G - H 416 -1734
Chords Tens. Comp.
H - I 416 -1734
I - J 390 -1947
J - K 196 -621
K - L 171 -667
L - M 1013 - 319
M - N 49 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - W 5935 -757
W - V 3742 -395
V - U 2744 -236
U - T 2744 -236
T - S 1945 -100
Chords Tens. Comp.
S - R 1493 - 42
R - Q 1142 - 104
Q - P 1142 - 104
P - O 343 -643
O - M 348 -691
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - W 370 -1918
W - D 2921 -508
D - V 232 -1179
V - F 1248 -177
F - T 249 -1394
G - T 1236 -174
G - S 70 -671
Webs Tens. Comp.
H - S 80 -619
S - I 817 -145
I - R 140 -434
R - J 737 -75
J - P 322 -2046
P - L 2140 - 248
L - O 484 -3295
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.370 D 999 240
VERT(CL): 0.512 D 928 180
HORZ(LL): 0.097 C - -
HORZ(TL): 0.135 C - -
Creep Factor: 2.0
Max TC CSI: 0.864
Max BC CSI: 0.975
Max Web CSI: 0.977
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C2
Ply: 1
Qty: 7
Wgt: 0.0 lbs
SEQN: 259912 / T10 / COMN
FROM:DRW:
... / ... 02/04/2020
T2
W5
W6
W7
W6
W7
W6
W8
(a)
(a)(a)(a)
(a)
(a)
A
B
C
D
E
F
GH I
J
K L
M N
OPQRSTUVW
4 12
7
12
4X12(B7RT)
SS0514
5X8
6X10(R)
4X6(R)
H0312
4X6
H0312
5X8
4X6
2X4
4X8
5X8
3X6 H0312
4X8
4X8(R)
3X6
6X10
4X6
3X6(B1T)
40'7'
4'6-9/16"
4'6-9/16"
9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
39'9-1/4"
5'1-1/8"
47'
7'2-3/4"
4'6-9/16"
4'6-9/16"
12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
37'7-11/16"
8'10-11/16"
39'9-1/4"
2'1-9/16"
47'
7'2-3/4"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6, W7, W8 2x4 DF-L
#1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2642 /- /- /881 /166 /258
O 3464 /- /- /1248 /173 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.8
O Brg Width = 5.5 Min Req = 3.3
Bearings B & O Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 847 -6337
C - D 1025 -6991
D - E 563 -3801
E - F 573 -3592
F - G 463 -2427
G - H 416 -1734
Chords Tens. Comp.
H - I 416 -1734
I - J 390 -1947
J - K 196 -621
K - L 171 -667
L - M 1013 - 319
M - N 49 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - W 5935 -757
W - V 3742 -395
V - U 2744 -236
U - T 2744 -236
T - S 1945 -100
Chords Tens. Comp.
S - R 1493 - 42
R - Q 1142 - 104
Q - P 1142 - 104
P - O 343 -643
O - M 348 -691
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - W 370 -1918
W - D 2921 -508
D - V 232 -1179
V - F 1248 -177
F - T 249 -1394
G - T 1236 -174
G - S 70 -671
Webs Tens. Comp.
H - S 80 -619
S - I 817 -145
I - R 140 -434
R - J 737 -75
J - P 322 -2046
P - L 2140 - 248
L - O 484 -3295
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.370 D 999 240
VERT(CL): 0.512 D 928 180
HORZ(LL): 0.097 C - -
HORZ(TL): 0.135 C - -
Creep Factor: 2.0
Max TC CSI: 0.864
Max BC CSI: 0.975
Max Web CSI: 0.977
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C2
Ply: 1
Qty: 7
Wgt: 0.0 lbs
SEQN: 259912 / T10 / COMN
FROM:DRW:
... / ... 02/04/2020
T2
W5
W6
W7
W6
W7
W6
W8
(a)
(a)(a)(a)
(a)
(a)
A
B
C
D
E
F
GH I
J
K L
M N
OPQRSTUVW
4 12
7
12
4X12(B7RT)
SS0514
5X8
6X10(R)
4X6(R)
H0312
4X6
H0312
5X8
4X6
2X4
4X8
5X8
3X6 H0312
4X8
4X8(R)
3X6
6X10
4X6
3X6(B1T)
40'7'
4'6-9/16"
4'6-9/16"
9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
39'9-1/4"
5'1-1/8"
47'
7'2-3/4"
4'6-9/16"
4'6-9/16"
12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
37'7-11/16"
8'10-11/16"
39'9-1/4"
2'1-9/16"
47'
7'2-3/4"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T6 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B3 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L Stud :W5, W6, W7, W8 2x4 DF-L
#1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2368 /- /- /814 /152 /259
P 3748 /- /- /1398 /173 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.5
P Brg Width = 5.5 Min Req = 2.8
Bearings B & P Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 700 -5539
C - D 865 -6123
D - E 500 -3162
E - F 510 -2953
F - G 404 -1830
G - H 353 -1167
Chords Tens. Comp.
H - I 353 -1167
I - J 309 -1090
J - K 1382 - 337
K - L 1323 - 344
L - M 1425 - 400
M - N 841 -350
N - O 49 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - W 5182 -616
W - V 3163 -338
V - U 2209 -189
U - T 2209 -189
T - S 1429 -165
Chords Tens. Comp.
S - R 815 -200
R - Q 407 -396
Q - P 407 -396
P - N 358 -606
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - W 339 -1751
W - D 2688 -465
D - V 222 -1125
V - F 1196 -168
F - T 244 -1362
G - T 1207 -168
G - S 122 -892
Webs Tens. Comp.
H - S 82 -622
S - I 1066 - 207
I - R 258 -1087
R - J 1527 - 226
J - P 487 -2964
P - L 75 -385
P - M 179 -616
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.327 C 999 240
VERT(CL): 0.453 C 970 180
HORZ(LL): 0.088 C - -
HORZ(TL): 0.121 C - -
Creep Factor: 2.0
Max TC CSI: 0.896
Max BC CSI: 0.852
Max Web CSI: 0.922
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C3
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 259918 / T12 / COMN
FROM:DRW:
... / ... 02/04/2020
T6
B3
W5
W6
W7
W6
W7
W6
W8
(a)
(a)(a)(a)(a)
A
B
C
D
E
F
GH I
J K
L
M
N O
PQRSTUVW
4 12
7
12
3X12(B1T)
7X14(R)
5X8
6X10(R)
4X6(R)
H0312
4X6
H0312
5X8
4X6
2X4
5X8
6X10
4X6 H0312
6X10 H0312
7X14
2X4
2X4
3X6(B1T)
37'10'
4'6-9/16"
4'6-9/16"
9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
36'9-1/4"
2'1-1/8"
41'6-15/16"
4'9-11/16"
47'
5'5-1/16"
4'6-9/16"
4'6-9/16"
12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
36'9-1/4"
8'0-1/4"
47'
10'2-3/4"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T6 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B3 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L Stud :W5, W6, W7, W8 2x4 DF-L
#1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2368 /- /- /814 /152 /259
P 3748 /- /- /1398 /173 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.5
P Brg Width = 5.5 Min Req = 2.8
Bearings B & P Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 700 -5539
C - D 865 -6123
D - E 500 -3162
E - F 510 -2953
F - G 404 -1830
G - H 353 -1167
Chords Tens. Comp.
H - I 353 -1167
I - J 309 -1090
J - K 1382 - 337
K - L 1323 - 344
L - M 1425 - 400
M - N 841 -350
N - O 49 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - W 5182 -616
W - V 3163 -338
V - U 2209 -189
U - T 2209 -189
T - S 1429 -165
Chords Tens. Comp.
S - R 815 -200
R - Q 407 -396
Q - P 407 -396
P - N 358 -606
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - W 339 -1751
W - D 2688 -465
D - V 222 -1125
V - F 1196 -168
F - T 244 -1362
G - T 1207 -168
G - S 122 -892
Webs Tens. Comp.
H - S 82 -622
S - I 1066 - 207
I - R 258 -1087
R - J 1527 - 226
J - P 487 -2964
P - L 75 -385
P - M 179 -616
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.327 C 999 240
VERT(CL): 0.453 C 970 180
HORZ(LL): 0.088 C - -
HORZ(TL): 0.121 C - -
Creep Factor: 2.0
Max TC CSI: 0.896
Max BC CSI: 0.852
Max Web CSI: 0.922
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C3
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 259918 / T12 / COMN
FROM:DRW:
... / ... 02/04/2020
T6
B3
W5
W6
W7
W6
W7
W6
W8
(a)
(a)(a)(a)(a)
A
B
C
D
E
F
GH I
J K
L
M
N O
PQRSTUVW
4 12
7
12
3X12(B1T)
7X14(R)
5X8
6X10(R)
4X6(R)
H0312
4X6
H0312
5X8
4X6
2X4
5X8
6X10
4X6 H0312
6X10 H0312
7X14
2X4
2X4
3X6(B1T)
37'10'
4'6-9/16"
4'6-9/16"
9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
36'9-1/4"
2'1-1/8"
41'6-15/16"
4'9-11/16"
47'
5'5-1/16"
4'6-9/16"
4'6-9/16"
12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
36'9-1/4"
8'0-1/4"
47'
10'2-3/4"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B1 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L Stud :W2, W5, W6, W7, W8 2x4 DF-L
#1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2248 /- /- /827 /167 /291
AL* 480 /- /- /171 /29 /-
AF /-334
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.2
AL Brg Width = 101 Min Req = -
Bearings B & AL Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 778 -5137
C - D 805 -5102
D - E 941 -5642
E - F 985 -5599
F - G 501 -3111
G - H 506 -2999
H - I 540 -2998
I - J 549 -2957
J - K 547 -2831
K - L 368 -1866
L - M 393 -1810
M - N 423 -1744
N - O 346 -1184
Chords Tens. Comp.
O - P 346 -1183
P - Q 346 -1183
Q - R 346 -1184
R - S 298 -796
S - T 264 -827
T - U 199 -697
U - V 1335 - 284
V - W 1470 - 332
W - X 1353 - 340
X - Y 1326 - 350
Y - Z 935 -300
Z -AA 859 -312
AA-AB 806 -333
AB-AC 55 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -BB 4818 -703
BB-BA 4812 -699
BA-AZ 3060 -335
AZ-AY 3060 -335
AY-AX 3059 -335
AX-AW 3059 -335
AW-AV 2209 -185
AV-AU 2209 -185
AU-AT 2209 -185
AT-AS 2209 -185
AS-AR 2209 -185
AR-AQ 1502 -159
AQ-AP 1502 -159
Chords Tens. Comp.
AP-AO 622 -178
AO-AN 622 -178
AN-AM 398 -628
AM-AL 398 -628
AL-AK 398 -628
AK-AJ 398 -628
AJ-AI 399 -644
AI-AH 399 -644
AH-AG 364 -699
AG-AF 729 -1399
AF-AE 362 -685
AE-AD 362 -683
AD-AB 361 -676
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.Webs Tens. Comp.
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.327 AZ 999 240
VERT(CL): 0.453 AZ 843 180
HORZ(LL): 0.090 E - -
HORZ(TL): 0.123 E - -
Creep Factor: 2.0
Max TC CSI: 0.648
Max BC CSI: 0.623
Max Web CSI: 0.902
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259899 / T1 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
T2
B1
W2 W5
W6
W7
W6
W7
W6
W8
(a)
(a)(a)(a)
(a)
A
B
C
D
E
F G
H I
J K
L
M
NOPQR
S
T
U
V
W X
Y
Z
AA
AB AC
ADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABB
BC
BD
BE BF
BG
BH BI BJBK
BLBM
BN
BO BP
BQ
BRBS
BTBU
BV
BWBX
BY
BZ
CA
4 12
7
12
3X12(B1T)
7X14(R)
4X12
4X8
8X14(R)
H0312
4X6
H0312 2X4(**)
5X8
4X6 6X10
5X8
4X8(R)H0312 2X4(**)
4X6
3X6
3X6
3X6(B1T)
40'7'
2'6"4'2'(TYP)
4'4'4'
4'6-9/16"
4'6-9/16"
9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
40'6"
5'9-7/8"
40'7-5/16"
1-5/16"
47'
6'4-11/16"
4'6-9/16"
4'6-9/16"
12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
37'7-11/16"
8'10-11/16"
47'
9'4-5/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B1 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L Stud :W2, W5, W6, W7, W8 2x4 DF-L
#1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "WARNING" note below.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2248 /- /- /827 /167 /291
AL* 480 /- /- /171 /29 /-
AF /-334
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.2
AL Brg Width = 101 Min Req = -
Bearings B & AL Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 68 0
B - C 778 -5137
C - D 805 -5102
D - E 941 -5642
E - F 985 -5599
F - G 501 -3111
G - H 506 -2999
H - I 540 -2998
I - J 549 -2957
J - K 547 -2831
K - L 368 -1866
L - M 393 -1810
M - N 423 -1744
N - O 346 -1184
Chords Tens. Comp.
O - P 346 -1183
P - Q 346 -1183
Q - R 346 -1184
R - S 298 -796
S - T 264 -827
T - U 199 -697
U - V 1335 - 284
V - W 1470 - 332
W - X 1353 - 340
X - Y 1326 - 350
Y - Z 935 -300
Z -AA 859 -312
AA-AB 806 -333
AB-AC 55 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -BB 4818 -703
BB-BA 4812 -699
BA-AZ 3060 -335
AZ-AY 3060 -335
AY-AX 3059 -335
AX-AW 3059 -335
AW-AV 2209 -185
AV-AU 2209 -185
AU-AT 2209 -185
AT-AS 2209 -185
AS-AR 2209 -185
AR-AQ 1502 -159
AQ-AP 1502 -159
Chords Tens. Comp.
AP-AO 622 -178
AO-AN 622 -178
AN-AM 398 -628
AM-AL 398 -628
AL-AK 398 -628
AK-AJ 398 -628
AJ-AI 399 -644
AI-AH 399 -644
AH-AG 364 -699
AG-AF 729 -1399
AF-AE 362 -685
AE-AD 362 -683
AD-AB 361 -676
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.Webs Tens. Comp.
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.327 AZ 999 240
VERT(CL): 0.453 AZ 843 180
HORZ(LL): 0.090 E - -
HORZ(TL): 0.123 E - -
Creep Factor: 2.0
Max TC CSI: 0.648
Max BC CSI: 0.623
Max Web CSI: 0.902
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:C4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259899 / T1 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
T2
B1
W2 W5
W6
W7
W6
W7
W6
W8
(a)
(a)(a)(a)
(a)
A
B
C
D
E
F G
H I
J K
L
M
NOPQR
S
T
U
V
W X
Y
Z
AA
AB AC
ADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABB
BC
BD
BE BF
BG
BH BI BJBK
BLBM
BN
BO BP
BQ
BRBS
BTBU
BV
BWBX
BY
BZ
CA
4 12
7
12
3X12(B1T)
7X14(R)
4X12
4X8
8X14(R)
H0312
4X6
H0312 2X4(**)
5X8
4X6 6X10
5X8
4X8(R)H0312 2X4(**)
4X6
3X6
3X6
3X6(B1T)
40'7'
2'6"4'2'(TYP)
4'4'4'
4'6-9/16"
4'6-9/16"
9'9-3/8"
5'2-13/16"
15'0-3/16"
5'2-13/16"
20'3"
5'2-13/16"
24'6"
4'3"
28'9"
4'3"
34'8-1/8"
5'11-1/8"
40'6"
5'9-7/8"
40'7-5/16"
1-5/16"
47'
6'4-11/16"
4'6-9/16"
4'6-9/16"
12'4-3/4"
7'10-1/4"
20'3"
7'10-1/4"
24'6"
4'3"
28'9"
4'3"
37'7-11/16"
8'10-11/16"
47'
9'4-5/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
0
-
1
/
1
6
"
11
'
6
-
1
3
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
D -BA 312 -1502
BA-BC 2483 -534
BD-BE 2541 -543
BE- F 2541 -538
F -BF 225 -1119
BG-AW 228 -1136
AW-BH 1162 -232
BI- K 1213 -239
K -BJ 261 -1313
BK-BL 268 -1343
BM-AR 272 -1369
N -AR 1285 -245
N -BN 152 -988
BO-AP 154 -989
P -AP 71 -443
AP-BP 1518 -247
BQ- R 1547 -251
R -AN 181 -1324
AN-BR 1863 -250
BS-BT 1863 -253
BU-BV 1998 -270
BV- U 1230 -170
U -BW 271 -1617
BX-AH 264 -1534
AH-BY 203 -768
BZ-CA 227 -851
CA- Y 170 -523
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -BB 84 -109
BC-AZ 64 -64
E -BD 71 -167
BE-AY 32 -10
BF- G 178 -17
AX-BG 201 -19
AW- H 59 -248
BH-AV 176 -19
J -BI 125 -11
BJ- L 42 -77
AT-BK 48 -39
BL- M 47 -127
AS-BM 42 -103
BN- O 42 -150
AQ-BO 43 -123
Gables Tens. Comp.
BP-AO 46 -154
Q -BQ 48 -186
BR-AM 49 -198
S -BS 53 -212
BT-AK 88 -426
T -BU 107 -560
BV-AJ 132 -1017
BW- V 98 -516
AI-BX 110 -594
BY-AG 48 -175
W -BZ 87 -77
CA-AF 436 -95
AE- Z 43 -60
AD-AA 55 -121
Job Number:PB201526
FAIRES
Truss Label:C4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259899 / T1 / GABL
FROM:
Page 2 of 2
DRW:
... / ... 02/04/2020
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 40 /- /- /35 /29 /52
B* 119 /- /- /43 /41 /-
G 40 /- /- /16 /29 /-
Wind reactions based on MWFRS
A Brg Width = 6.9 Min Req = 1.5
B Brg Width = 81.7 Min Req = -
G Brg Width = 6.9 Min Req = 1.5
Bearings A, B, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 64 -63
B - C 31 -53
C - D 65 -98
Chords Tens. Comp.
D - E 65 -98
E - F 10 -53
F - G 19 -20
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 42 -13
J - I 50 -11
Chords Tens. Comp.
I - H 50 -11
H - F 42 -8
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 99 -252
D - I 3 -160
Webs Tens. Comp.
H - E 99 -252
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 D 999 240
VERT(CL): 0.001 D 999 180
HORZ(LL): 0.000 E - -
HORZ(TL): 0.000 E - -
Creep Factor: 2.0
Max TC CSI: 0.070
Max BC CSI: 0.010
Max Web CSI: 0.047
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:CAP1
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 259989 / T13 / DGAB
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
G
HIJ
7
12
2X4(A1T)
4X6
2X4(A1T)
10-3/16"6'9-11/16"10-3/16"
10-3/16"
10-3/16"
2'3"
1'4-13/16"4'3"
2'
6'3"
2'
7'7-13/16"
1'4-13/16"
8'6"
10-3/16"
10-3/16"
10-3/16"
2'3"
1'4-13/16"4'3"
2'
6'3"
2'
7'7-13/16"
1'4-13/16"
8'6"
10-3/16"
10-3/16"
6-15/16"
2'
4
-
1
/
8
"
1-5/8"
2'
5
-
3
/
4
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 40 /- /- /35 /29 /52
B* 119 /- /- /43 /41 /-
G 40 /- /- /16 /29 /-
Wind reactions based on MWFRS
A Brg Width = 6.9 Min Req = 1.5
B Brg Width = 81.7 Min Req = -
G Brg Width = 6.9 Min Req = 1.5
Bearings A, B, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 64 -63
B - C 31 -53
C - D 65 -98
Chords Tens. Comp.
D - E 65 -98
E - F 10 -53
F - G 19 -20
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 42 -13
J - I 50 -11
Chords Tens. Comp.
I - H 50 -11
H - F 42 -8
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 99 -252
D - I 3 -160
Webs Tens. Comp.
H - E 99 -252
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 D 999 240
VERT(CL): 0.001 D 999 180
HORZ(LL): 0.000 E - -
HORZ(TL): 0.000 E - -
Creep Factor: 2.0
Max TC CSI: 0.070
Max BC CSI: 0.010
Max Web CSI: 0.047
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:CAP1
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 259989 / T13 / DGAB
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
G
HIJ
7
12
2X4(A1T)
4X6
2X4(A1T)
10-3/16"6'9-11/16"10-3/16"
10-3/16"
10-3/16"
2'3"
1'4-13/16"4'3"
2'
6'3"
2'
7'7-13/16"
1'4-13/16"
8'6"
10-3/16"
10-3/16"
10-3/16"
2'3"
1'4-13/16"4'3"
2'
6'3"
2'
7'7-13/16"
1'4-13/16"
8'6"
10-3/16"
10-3/16"
6-15/16"
2'
4
-
1
/
8
"
1-5/8"
2'
5
-
3
/
4
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A - /-86 /- /32 /41 /46
B* 123 /- /- /46 /18 /-
E - /-86 /- /13 /18 /-
Wind reactions based on MWFRS
A Brg Width = 6.9 Min Req = 1.5
B Brg Width = 81.7 Min Req = -
E Brg Width = 6.9 Min Req = 1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 80 -56
B - C 61 -198
Chords Tens. Comp.
C - D 61 -198
D - E 80 -12
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 75 -6
Chords Tens. Comp.
F - D 75 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 10 -142
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 F 999 240
VERT(CL): 0.003 F 999 180
HORZ(LL): 0.002 F - -
HORZ(TL): 0.002 F - -
Creep Factor: 2.0
Max TC CSI: 0.165
Max BC CSI: 0.064
Max Web CSI: 0.028
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:CAP2
Ply: 1
Qty: 16
Wgt: 0.0 lbs
SEQN: 259992 / T6 / COMN
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
7
12
4X6
2X4
10-3/16"6'9-11/16"10-3/16"
10-3/16"
10-3/16"
4'3"
3'4-13/16"
7'7-13/16"
3'4-13/16"
8'6"
10-3/16"
10-3/16"
10-3/16"
4'3"
3'4-13/16"
7'7-13/16"
3'4-13/16"
8'6"
10-3/16"
10-3/16"6-15/16"
2'
4
-
1
/
8
"
1-5/8"
2'
5
-
3
/
4
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A - /-86 /- /32 /41 /46
B* 123 /- /- /46 /18 /-
E - /-86 /- /13 /18 /-
Wind reactions based on MWFRS
A Brg Width = 6.9 Min Req = 1.5
B Brg Width = 81.7 Min Req = -
E Brg Width = 6.9 Min Req = 1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 80 -56
B - C 61 -198
Chords Tens. Comp.
C - D 61 -198
D - E 80 -12
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 75 -6
Chords Tens. Comp.
F - D 75 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 10 -142
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 F 999 240
VERT(CL): 0.003 F 999 180
HORZ(LL): 0.002 F - -
HORZ(TL): 0.002 F - -
Creep Factor: 2.0
Max TC CSI: 0.165
Max BC CSI: 0.064
Max Web CSI: 0.028
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:CAP2
Ply: 1
Qty: 16
Wgt: 0.0 lbs
SEQN: 259992 / T6 / COMN
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
7
12
4X6
2X4
10-3/16"6'9-11/16"10-3/16"
10-3/16"
10-3/16"
4'3"
3'4-13/16"
7'7-13/16"
3'4-13/16"
8'6"
10-3/16"
10-3/16"
10-3/16"
4'3"
3'4-13/16"
7'7-13/16"
3'4-13/16"
8'6"
10-3/16"
10-3/16"6-15/16"
2'
4
-
1
/
8
"
1-5/8"
2'
5
-
3
/
4
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1935 /- /- /689 /136 /202
H 1769 /- /- /656 /123 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.1
H Brg Width = 5.5 Min Req = 1.9
Bearings B & H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 64 0
B - C 719 -4380
C - D 444 -2845
D - E 356 -1906
Chords Tens. Comp.
E - F 352 -1844
F - G 323 -1937
G - H 382 -2710
H - I 48 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 4094 -636
N - M 4092 -639
M - L 2329 -236
Chords Tens. Comp.
L - K 2329 - 236
K - J 2208 - 217
J - H 2210 - 217
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 149 -14
C - M 412 -1835
M - D 576 -78
D - K 238 -1188
Webs Tens. Comp.
E - K 1219 - 223
K - G 192 -917
G - J 281 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.218 M 999 240
VERT(CL): 0.313 M 999 180
HORZ(LL): 0.076 J - -
HORZ(TL): 0.113 J - -
Creep Factor: 2.0
Max TC CSI: 0.775
Max BC CSI: 0.717
Max Web CSI: 0.484
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:D1
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 259955 / T4 / COMN
FROM:DRW:
... / ... 02/04/2020
W5 W6
(a)
(a)(a)
A
B
C
D
E
F
G
H
I
JKLMN
4 12
7
12
3X12(B1T)
2X4
5X6
3X12
3X6
3X6
5X6
3X12
3X6
3X6
2X4
3X12(B3T)
32'
4'6-9/16"
4'6-9/16"
10'9-1/4"
6'2-3/4"
17'
6'2-3/4"
24'3-3/16"
7'3-3/16"
32'
7'8-13/16"
4'6-9/16"
4'6-9/16"
10'9-1/4"
6'2-3/4"
17'
6'2-3/4"
24'3-3/16"
7'3-3/16"
32'
7'8-13/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
9'
1
-
5
/
1
6
"
9'
8
-
1
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1935 /- /- /689 /136 /202
H 1769 /- /- /656 /123 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.1
H Brg Width = 5.5 Min Req = 1.9
Bearings B & H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 64 0
B - C 719 -4380
C - D 444 -2845
D - E 356 -1906
Chords Tens. Comp.
E - F 352 -1844
F - G 323 -1937
G - H 382 -2710
H - I 48 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 4094 -636
N - M 4092 -639
M - L 2329 -236
Chords Tens. Comp.
L - K 2329 - 236
K - J 2208 - 217
J - H 2210 - 217
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 149 -14
C - M 412 -1835
M - D 576 -78
D - K 238 -1188
Webs Tens. Comp.
E - K 1219 - 223
K - G 192 -917
G - J 281 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.218 M 999 240
VERT(CL): 0.313 M 999 180
HORZ(LL): 0.076 J - -
HORZ(TL): 0.113 J - -
Creep Factor: 2.0
Max TC CSI: 0.775
Max BC CSI: 0.717
Max Web CSI: 0.484
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:D1
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 259955 / T4 / COMN
FROM:DRW:
... / ... 02/04/2020
W5 W6
(a)
(a)(a)
A
B
C
D
E
F
G
H
I
JKLMN
4 12
7
12
3X12(B1T)
2X4
5X6
3X12
3X6
3X6
5X6
3X12
3X6
3X6
2X4
3X12(B3T)
32'
4'6-9/16"
4'6-9/16"
10'9-1/4"
6'2-3/4"
17'
6'2-3/4"
24'3-3/16"
7'3-3/16"
32'
7'8-13/16"
4'6-9/16"
4'6-9/16"
10'9-1/4"
6'2-3/4"
17'
6'2-3/4"
24'3-3/16"
7'3-3/16"
32'
7'8-13/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
9'
1
-
5
/
1
6
"
9'
8
-
1
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :M7, M8, M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
W* 131 /- /- /40 /9 /7
Wind reactions based on MWFRS
W Brg Width = 467 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 65 0
B - C 116 -170
C - D 119 -161
D - E 128 -159
E - F 121 -138
F - G 113 -116
G - H 99 -93
H - I 105 -78
I - J 127 -73
J - K 171 -71
K - L 216 -78
L - M 261 -93
Chords Tens. Comp.
M - N 261 -98
N - O 216 -83
O - P 171 -78
P - Q 127 -73
Q - R 83 -46
R - S 78 -74
S - T 80 -83
T - U 89 -106
U - V 97 -128
V - W 101 -152
W - X 54 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AR 193 -132
AR-AQ 195 -133
AQ-AP 198 -134
AP-AO 199 -136
AO-AN 200 -136
AN-AM 200 -137
AM-AL 201 -138
AL-AK 158 -114
AK-AJ 158 -114
AJ-AI 158 -114
AI-AH 159 -114
Chords Tens. Comp.
AH-AG 159 -114
AG-AF 158 -114
AF-AE 158 -113
AE-AD 158 -113
AD-AC 158 -113
AC-AB 157 -112
AB-AA 156 -112
AA- Z 155 -111
Z - Y 154 -109
Y - W 152 -108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D -AQ 71 -204
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AR 124 -268
E -AP 60 -212
Gables Tens. Comp.
AG- N 65 -302
AF- O 66 -268
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.90 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 L 999 240
VERT(CL): 0.004 N 999 180
HORZ(LL): 0.003 O - -
HORZ(TL): 0.005 O - -
Creep Factor: 2.0
Max TC CSI: 0.314
Max BC CSI: 0.060
Max Web CSI: 0.172
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:E1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259951 / T3 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
M7
M8
M9
M8
M7
(a)
(a)
(a)
(a)
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q R
S
T
U
V
W
X
YZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQAR
4 12
7
12
3X6(A1T)
5X6
3X6
3X6
5X6
3X6
3X6
3X6(B1T)
39'
2'6"4'2'(TYP)
4'6-9/16"
4'6-9/16"
20'6"
15'11-7/16"
39'
18'6"
4'6-9/16"
4'6-9/16"
39'
34'5-7/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :M7, M8, M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
W* 131 /- /- /40 /9 /7
Wind reactions based on MWFRS
W Brg Width = 467 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 65 0
B - C 116 -170
C - D 119 -161
D - E 128 -159
E - F 121 -138
F - G 113 -116
G - H 99 -93
H - I 105 -78
I - J 127 -73
J - K 171 -71
K - L 216 -78
L - M 261 -93
Chords Tens. Comp.
M - N 261 -98
N - O 216 -83
O - P 171 -78
P - Q 127 -73
Q - R 83 -46
R - S 78 -74
S - T 80 -83
T - U 89 -106
U - V 97 -128
V - W 101 -152
W - X 54 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AR 193 -132
AR-AQ 195 -133
AQ-AP 198 -134
AP-AO 199 -136
AO-AN 200 -136
AN-AM 200 -137
AM-AL 201 -138
AL-AK 158 -114
AK-AJ 158 -114
AJ-AI 158 -114
AI-AH 159 -114
Chords Tens. Comp.
AH-AG 159 -114
AG-AF 158 -114
AF-AE 158 -113
AE-AD 158 -113
AD-AC 158 -113
AC-AB 157 -112
AB-AA 156 -112
AA- Z 155 -111
Z - Y 154 -109
Y - W 152 -108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D -AQ 71 -204
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AR 124 -268
E -AP 60 -212
Gables Tens. Comp.
AG- N 65 -302
AF- O 66 -268
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.90 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 L 999 240
VERT(CL): 0.004 N 999 180
HORZ(LL): 0.003 O - -
HORZ(TL): 0.005 O - -
Creep Factor: 2.0
Max TC CSI: 0.314
Max BC CSI: 0.060
Max Web CSI: 0.172
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:E1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259951 / T3 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
M7
M8
M9
M8
M7
(a)
(a)
(a)
(a)
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q R
S
T
U
V
W
X
YZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQAR
4 12
7
12
3X6(A1T)
5X6
3X6
3X6
5X6
3X6
3X6
3X6(B1T)
39'
2'6"4'2'(TYP)
4'6-9/16"
4'6-9/16"
20'6"
15'11-7/16"
39'
18'6"
4'6-9/16"
4'6-9/16"
39'
34'5-7/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
F -AO 63 -222
G -AN 63 -229
I -AM 63 -237
J -AK 62 -242
K -AJ 66 -256
L -AI 65 -296
M -AH 0 -230
AE- P 62 -242
AC- Q 63 -237
AB- S 63 -229
AA- T 63 -221
Z - U 64 -214
Y - V 65 -200
Job Number:PB201526
FAIRES
Truss Label:E1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259951 / T3 / GABL
FROM:
Page 2 of 2
DRW:
... / ... 02/04/2020
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6, W7 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2277 /- /- /895 /192 /285
K 2134 /- /- /851 /176 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.4
K Brg Width = 3.5 Min Req = 2.3
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 65 0
B - C 995 -5382
C - D 1199 -5929
D - E 632 -3318
E - F 652 -3222
F - G 503 -2235
Chords Tens. Comp.
G - H 500 -2258
H - I 573 -3020
I - J 546 -3100
J - K 560 -3441
K - L 48 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 5047 -889
R - Q 3231 -445
Q - P 2437 -241
P - O 2437 -241
Chords Tens. Comp.
O - N 2357 - 232
N - M 2357 - 232
M - K 2860 - 374
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 426 -1617
R - D 2510 -589
D - Q 268 -927
Q - F 1006 -211
F - O 283 -1184
Webs Tens. Comp.
G - O 1627 - 372
O - H 232 -951
H - M 553 -97
M - J 168 -470
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.90 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.328 Q 999 240
VERT(CL): 0.486 Q 955 180
HORZ(LL): 0.097 M - -
HORZ(TL): 0.144 M - -
Creep Factor: 2.0
Max TC CSI: 0.895
Max BC CSI: 0.838
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:E2
Ply: 1
Qty: 14
Wgt: 0.0 lbs
SEQN: 259936 / T7 / COMN
FROM:DRW:
... / ... 02/04/2020
W5
W6
W7
(a)(a)
A
B
C
D
E
F
G
H
I
J
K
L
MNOPQR
4 12
7
12
3X12(B1T)
7X14(R)
4X12
5X8(R)
3X6
4X6 3X6
3X6
5X6
4X8
3X6
3X6 3X6
3X6
2X4
4X8(B3T)
39'
4'6-9/16"
4'6-9/16"
9'10-3/8"
5'3-13/16"
15'2-3/16"
5'3-13/16"
20'6"
5'3-13/16"
26'6-1/8"
6'0-1/8"
32'6-5/16"
6'0-1/8"
39'
6'5-11/16"
4'6-9/16"
4'6-9/16"
12'6-1/4"
7'11-3/4"
20'6"
7'11-3/4"
29'6-3/16"
9'0-3/16"
39'
9'5-13/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6, W7 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2277 /- /- /895 /192 /285
K 2134 /- /- /851 /176 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.4
K Brg Width = 3.5 Min Req = 2.3
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 65 0
B - C 995 -5382
C - D 1199 -5929
D - E 632 -3318
E - F 652 -3222
F - G 503 -2235
Chords Tens. Comp.
G - H 500 -2258
H - I 573 -3020
I - J 546 -3100
J - K 560 -3441
K - L 48 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 5047 -889
R - Q 3231 -445
Q - P 2437 -241
P - O 2437 -241
Chords Tens. Comp.
O - N 2357 - 232
N - M 2357 - 232
M - K 2860 - 374
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 426 -1617
R - D 2510 -589
D - Q 268 -927
Q - F 1006 -211
F - O 283 -1184
Webs Tens. Comp.
G - O 1627 - 372
O - H 232 -951
H - M 553 -97
M - J 168 -470
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.90 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.328 Q 999 240
VERT(CL): 0.486 Q 955 180
HORZ(LL): 0.097 M - -
HORZ(TL): 0.144 M - -
Creep Factor: 2.0
Max TC CSI: 0.895
Max BC CSI: 0.838
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:E2
Ply: 1
Qty: 14
Wgt: 0.0 lbs
SEQN: 259936 / T7 / COMN
FROM:DRW:
... / ... 02/04/2020
W5
W6
W7
(a)(a)
A
B
C
D
E
F
G
H
I
J
K
L
MNOPQR
4 12
7
12
3X12(B1T)
7X14(R)
4X12
5X8(R)
3X6
4X6 3X6
3X6
5X6
4X8
3X6
3X6 3X6
3X6
2X4
4X8(B3T)
39'
4'6-9/16"
4'6-9/16"
9'10-3/8"
5'3-13/16"
15'2-3/16"
5'3-13/16"
20'6"
5'3-13/16"
26'6-1/8"
6'0-1/8"
32'6-5/16"
6'0-1/8"
39'
6'5-11/16"
4'6-9/16"
4'6-9/16"
12'6-1/4"
7'11-3/4"
20'6"
7'11-3/4"
29'6-3/16"
9'0-3/16"
39'
9'5-13/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B1 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L Stud :W2, W5, W6, W7 2x4 DF-L
#1&Bet.:
:Rt Wedge 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 4 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2577 /- /- /895 /192 /285
X 2538 /- /- /851 /176 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.6
X Brg Width = 3.5 Min Req = 2.7
Bearings B & X Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 65 0
B - C 983 -6235
C - D 1009 -6200
D - E 1163 -6816
E - F 1209 -6789
F - G 624 -4061
G - H 625 -3938
H - I 628 -3850
I - J 670 -3936
J - K 673 -3783
K - L 465 -2738
L - M 489 -2688
Chords Tens. Comp.
M - N 519 -2614
N - O 518 -2610
O - P 489 -2689
P - Q 455 -2736
Q - R 611 -3641
R - S 577 -3683
S - T 541 -3607
T - U 540 -3710
U - V 566 -3988
V - W 536 -4047
W - X 508 -4108
X - Y 54 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AT 5850 -896
AT-AS 5846 -892
AS-AR 3917 -440
AR-AQ 3917 -440
AQ-AP 3916 -440
AP-AO 3916 -440
AO-AN 2982 -236
AN-AM 2982 -236
AM-AL 2982 -236
AL-AK 2982 -236
AK-AJ 2982 -236
Chords Tens. Comp.
AJ-AI 2896 -226
AI-AH 2896 -226
AH-AG 2896 -226
AG-AF 2894 -225
AF-AE 2894 -225
AE-AD 2894 -225
AD-AC 3443 -365
AC-AB 3443 -365
AB-AA 3438 -364
AA- Z 3441 -365
Z - X 3446 - 367
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D -AS 355 -1650
AS-AU 2508 -591
AV-AW 2586 -603
AW- F 2571 -597
F -AX 242 -1108
Webs Tens. Comp.
BE-AJ 272 -1267
N -AJ 2077 - 431
AJ-BF 222 -1009
BG-BH 220 -1003
BI- Q 212 -963
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.90 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.380 AR 999 240
VERT(CL): 0.590 AR 787 180
HORZ(LL): 0.107 Z - -
HORZ(TL): 0.166 Z - -
Creep Factor: 2.0
Max TC CSI: 0.752
Max BC CSI: 0.831
Max Web CSI: 0.692
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:E3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259947 / T14 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
T2
B1
W2 W5
W6
W7
(a)(a)
A
B
C
D
E
F G
H
I
J K
L
M
N
O
P
Q
R
ST
U
V
W
X
Y
ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT
AU
AV
AW AXAY
AZ
BA BBBC
BDBE BFBG
BH BI
BJ
BK
BL BM
4 12
7
12
4X12(B7RT)
8X8(R)
4X12
4X8
3X6
7X14(R)H0312
2X4(**)
4X6
5X6
5X8
7X14(R)
H0312 2X4(**)
3X6
3X6(**)
4X6(**)
5X8(B7RT)
39'
2'6"4'2'(TYP)
4'
4'6-9/16"
4'6-9/16"
9'10-3/8"
5'3-13/16"
15'2-3/16"
5'3-13/16"
20'6"
5'3-13/16"
26'6-1/8"
6'0-1/8"
32'6"
5'11-7/8"
32'6-5/16"
0-5/16"
39'
6'5-11/16"
4'6-9/16"
4'6-9/16"
12'6-1/4"
7'11-3/4"
20'6"
7'11-3/4"
29'6-3/16"
9'0-3/16"
39'
9'5-13/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L
2400f-2.0E:
Bot chord 2x4 DF-L #1&Bet. :B1 2x4 DF-L
2400f-2.0E:
Webs 2x4 DF-L Stud :W2, W5, W6, W7 2x4 DF-L
#1&Bet.:
:Rt Wedge 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 2X4 except as noted.
(**) 4 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2577 /- /- /895 /192 /285
X 2538 /- /- /851 /176 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.6
X Brg Width = 3.5 Min Req = 2.7
Bearings B & X Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 65 0
B - C 983 -6235
C - D 1009 -6200
D - E 1163 -6816
E - F 1209 -6789
F - G 624 -4061
G - H 625 -3938
H - I 628 -3850
I - J 670 -3936
J - K 673 -3783
K - L 465 -2738
L - M 489 -2688
Chords Tens. Comp.
M - N 519 -2614
N - O 518 -2610
O - P 489 -2689
P - Q 455 -2736
Q - R 611 -3641
R - S 577 -3683
S - T 541 -3607
T - U 540 -3710
U - V 566 -3988
V - W 536 -4047
W - X 508 -4108
X - Y 54 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AT 5850 -896
AT-AS 5846 -892
AS-AR 3917 -440
AR-AQ 3917 -440
AQ-AP 3916 -440
AP-AO 3916 -440
AO-AN 2982 -236
AN-AM 2982 -236
AM-AL 2982 -236
AL-AK 2982 -236
AK-AJ 2982 -236
Chords Tens. Comp.
AJ-AI 2896 -226
AI-AH 2896 -226
AH-AG 2896 -226
AG-AF 2894 -225
AF-AE 2894 -225
AE-AD 2894 -225
AD-AC 3443 -365
AC-AB 3443 -365
AB-AA 3438 -364
AA- Z 3441 -365
Z - X 3446 - 367
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D -AS 355 -1650
AS-AU 2508 -591
AV-AW 2586 -603
AW- F 2571 -597
F -AX 242 -1108
Webs Tens. Comp.
BE-AJ 272 -1267
N -AJ 2077 - 431
AJ-BF 222 -1009
BG-BH 220 -1003
BI- Q 212 -963
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.90 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.380 AR 999 240
VERT(CL): 0.590 AR 787 180
HORZ(LL): 0.107 Z - -
HORZ(TL): 0.166 Z - -
Creep Factor: 2.0
Max TC CSI: 0.752
Max BC CSI: 0.831
Max Web CSI: 0.692
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:E3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259947 / T14 / GABL
FROM:
Page 1 of 2
DRW:
... / ... 02/04/2020
T2
B1
W2 W5
W6
W7
(a)(a)
A
B
C
D
E
F G
H
I
J K
L
M
N
O
P
Q
R
ST
U
V
W
X
Y
ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT
AU
AV
AW AXAY
AZ
BA BBBC
BDBE BFBG
BH BI
BJ
BK
BL BM
4 12
7
12
4X12(B7RT)
8X8(R)
4X12
4X8
3X6
7X14(R)H0312
2X4(**)
4X6
5X6
5X8
7X14(R)
H0312 2X4(**)
3X6
3X6(**)
4X6(**)
5X8(B7RT)
39'
2'6"4'2'(TYP)
4'
4'6-9/16"
4'6-9/16"
9'10-3/8"
5'3-13/16"
15'2-3/16"
5'3-13/16"
20'6"
5'3-13/16"
26'6-1/8"
6'0-1/8"
32'6"
5'11-7/8"
32'6-5/16"
0-5/16"
39'
6'5-11/16"
4'6-9/16"
4'6-9/16"
12'6-1/4"
7'11-3/4"
20'6"
7'11-3/4"
29'6-3/16"
9'0-3/16"
39'
9'5-13/16"1'9"1'
3-15/16"4-5/16"
1'10-1/8"
11
'
1
-
1
3
/
1
6
"
11
'
8
-
9
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
AY-AO 242 -1113
AO-AZ 1135 -248
BA- K 1175 -254
K -BB 263 -1223
BC-BD 272 -1269
Q -BJ 631 -146
BK-AD 621 -144
AD-BL 137 -517
BM- U 132 -479
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AT 84 -103
AU-AR 64 -34
E -AV 73 -170
AW-AQ 24 -25
AX- G 185 -23
AP-AY 196 -23
I -AO 61 -236
AZ-AM 161 -11
J -BA 126 -4
BB- L 41 -69
AL-BC 57 -14
BD- M 47 -138
AK-BE 46 -113
Gables Tens. Comp.
BF-AI 44 -98
O -BG 46 -133
BH-AH 46 -112
P -BI 52 -162
AG- Q 262 -34
BJ- R 50 -156
AE-BK 49 -144
BL-AC 49 -136
S -BM 54 -181
AB- U 203 -41
AA- V 46 -102
Z - W 48 -97
Job Number:PB201526
FAIRES
Truss Label:E3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259947 / T14 / GABL
FROM:
Page 2 of 2
DRW:
... / ... 02/04/2020
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W8 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
S* 122 /- /- /37 /8 /6
Wind reactions based on MWFRS
S Brg Width = 386 Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 109 -147
B - C 109 -140
C - D 102 -116
D - E 90 -94
E - F 95 -79
F - G 88 -78
G - H 115 -83
H - I 160 -94
I - J 206 -113
Chords Tens. Comp.
J - K 206 -113
K - L 160 -94
L - M 115 -83
M - N 71 -78
N - O 65 -49
O - P 60 -82
P - Q 72 -86
Q - R 78 -109
R - S 80 -117
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A -AH 135 -92
AH-AG 135 -95
AG-AF 135 -96
AF-AE 135 -97
AE-AD 135 -98
AD-AC 111 -73
AC-AB 111 -73
AB-AA 112 -73
Chords Tens. Comp.
AA- Z 112 -73
Z - Y 111 -73
Y - X 111 -72
X - W 110 -72
W - V 109 -71
V - U 109 -70
U - T 108 -69
T - S 109 -66
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B -AH 48 -193
C -AG 65 -210
D -AF 62 -218
F -AE 63 -225
G -AD 63 -248
H -AC 64 -318
I -AB 67 -376
J -AA 0 -209
Webs Tens. Comp.
Z - K 67 -376
Y - L 64 -318
X - M 63 -248
W - N 63 -225
V - P 62 -218
U - Q 65 -210
T - R 48 -193
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.22 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 K 999 240
VERT(CL): 0.005 K 999 180
HORZ(LL): 0.002 L - -
HORZ(TL): 0.003 L - -
Creep Factor: 2.0
Max TC CSI: 0.085
Max BC CSI: 0.035
Max Web CSI: 0.431
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:V1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259967 / T15 / VAL
FROM:DRW:
... / ... 02/04/2020
W8
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N O
P
Q
R
S
TUVWXYZAAABACADAEAFAGAH
7
12
3X6(D1)2X4
2X4
2X4
2X4
2X4
2X4
3X6 2X4
2X4
2X4
5X6
2X4
2X4
2X4
2X4
4X6(R)
2X4 2X4
2X4
2X4
2X4
5X6
2X4
2X4
2X43X6
2X4
2X4
2X4
2X4
2X4
2X4 3X6(D1)
32'2-3/8"
2'1-3/16"
2'1-3/16"
4'1-3/16"
2'6'1-3/16"
2'
8'1-3/16"
2'10'1-3/16"
2'
12'1-3/16"
2'14'1-3/16"
2'
16'1-3/16"
2'18'1-3/16"
2'
20'1-3/16"
2'22'1-3/16"
2'
24'1-3/16"
2'26'1-3/16"
2'
28'1-3/16"
2'30'1-3/16"
2'
32'2-3/8"
2'1-3/16"
2'1-3/16"
2'1-3/16"
4'1-3/16"
2'6'1-3/16"
2'
8'1-3/16"
2'10'1-3/16"
2'
12'1-3/16"
2'14'1-3/16"
2'
16'1-3/16"
2'18'1-3/16"
2'
20'1-3/16"
2'22'1-3/16"
2'
24'1-3/16"
2'26'1-3/16"
2'
28'1-3/16"
2'30'1-3/16"
2'
32'2-3/8"
2'1-3/16"
0-1/4"
9'
4
-
1
5
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W8 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
S* 122 /- /- /37 /8 /6
Wind reactions based on MWFRS
S Brg Width = 386 Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 109 -147
B - C 109 -140
C - D 102 -116
D - E 90 -94
E - F 95 -79
F - G 88 -78
G - H 115 -83
H - I 160 -94
I - J 206 -113
Chords Tens. Comp.
J - K 206 -113
K - L 160 -94
L - M 115 -83
M - N 71 -78
N - O 65 -49
O - P 60 -82
P - Q 72 -86
Q - R 78 -109
R - S 80 -117
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A -AH 135 -92
AH-AG 135 -95
AG-AF 135 -96
AF-AE 135 -97
AE-AD 135 -98
AD-AC 111 -73
AC-AB 111 -73
AB-AA 112 -73
Chords Tens. Comp.
AA- Z 112 -73
Z - Y 111 -73
Y - X 111 -72
X - W 110 -72
W - V 109 -71
V - U 109 -70
U - T 108 -69
T - S 109 -66
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B -AH 48 -193
C -AG 65 -210
D -AF 62 -218
F -AE 63 -225
G -AD 63 -248
H -AC 64 -318
I -AB 67 -376
J -AA 0 -209
Webs Tens. Comp.
Z - K 67 -376
Y - L 64 -318
X - M 63 -248
W - N 63 -225
V - P 62 -218
U - Q 65 -210
T - R 48 -193
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.22 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 K 999 240
VERT(CL): 0.005 K 999 180
HORZ(LL): 0.002 L - -
HORZ(TL): 0.003 L - -
Creep Factor: 2.0
Max TC CSI: 0.085
Max BC CSI: 0.035
Max Web CSI: 0.431
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:V1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259967 / T15 / VAL
FROM:DRW:
... / ... 02/04/2020
W8
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N O
P
Q
R
S
TUVWXYZAAABACADAEAFAGAH
7
12
3X6(D1)2X4
2X4
2X4
2X4
2X4
2X4
3X6 2X4
2X4
2X4
5X6
2X4
2X4
2X4
2X4
4X6(R)
2X4 2X4
2X4
2X4
2X4
5X6
2X4
2X4
2X43X6
2X4
2X4
2X4
2X4
2X4
2X4 3X6(D1)
32'2-3/8"
2'1-3/16"
2'1-3/16"
4'1-3/16"
2'6'1-3/16"
2'
8'1-3/16"
2'10'1-3/16"
2'
12'1-3/16"
2'14'1-3/16"
2'
16'1-3/16"
2'18'1-3/16"
2'
20'1-3/16"
2'22'1-3/16"
2'
24'1-3/16"
2'26'1-3/16"
2'
28'1-3/16"
2'30'1-3/16"
2'
32'2-3/8"
2'1-3/16"
2'1-3/16"
2'1-3/16"
4'1-3/16"
2'6'1-3/16"
2'
8'1-3/16"
2'10'1-3/16"
2'
12'1-3/16"
2'14'1-3/16"
2'
16'1-3/16"
2'18'1-3/16"
2'
20'1-3/16"
2'22'1-3/16"
2'
24'1-3/16"
2'26'1-3/16"
2'
28'1-3/16"
2'30'1-3/16"
2'
32'2-3/8"
2'1-3/16"
0-1/4"
9'
4
-
1
5
/
1
6
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
M* 120 /- /- /37 /8 /6
Wind reactions based on MWFRS
M Brg Width = 336 Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 118 -101
B - C 86 -71
C - D 99 -50
D - E 102 -41
E - F 130 -50
F - G 176 -69
Chords Tens. Comp.
G - H 176 -69
H - I 130 -50
I - J 102 -41
J - K 99 -50
K - L 86 -71
L - M 118 -101
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - X 102 -82
X - W 105 -85
W - V 107 -86
V - U 108 -87
U - T 109 -88
T - S 109 -89
Chords Tens. Comp.
S - R 109 -89
R - Q 109 -88
Q - P 108 -87
P - O 107 -86
O - N 105 -85
N - M 102 -82
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - X 91 -333
C - W 55 -175
D - V 64 -248
E - U 64 -307
F - T 68 -370
G - S 0 -258
Webs Tens. Comp.
R - H 68 -370
Q - I 64 -307
P - J 64 -248
O - K 55 -175
N - L 91 -333
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009 N 999 240
VERT(CL): 0.014 N 999 180
HORZ(LL): -0.003 N - -
HORZ(TL): 0.005 N - -
Creep Factor: 2.0
Max TC CSI: 0.167
Max BC CSI: 0.121
Max Web CSI: 0.307
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:V2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259971 / T16 / VAL
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
G
H
I
J
K
L
M
NOPQRSTUVWX
7
12
2X4(D8R)
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
4X6
5X6 2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4(D8R)
28'0-7/16"
4'0-3/16"
4'0-3/16"
6'0-3/16"
2'
8'0-3/16"
2'10'0-3/16"
2'
12'0-3/16"
2'14'0-3/16"
2'
16'0-3/16"
2'18'0-3/16"
2'
20'0-3/16"
2'22'0-3/16"
2'
24'0-3/16"
2'28'0-7/16"
4'0-3/16"
4'0-3/16"
4'0-3/16"
6'0-3/16"
2'
8'0-3/16"
2'10'0-3/16"
2'
12'0-3/16"
2'14'0-3/16"
2'
16'0-3/16"
2'18'0-3/16"
2'
20'0-3/16"
2'22'0-3/16"
2'
24'0-3/16"
2'28'0-7/16"
4'0-3/16"
0-1/4"
8'
2
-
3
/
8
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWG VAL160101014 for valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
M* 120 /- /- /37 /8 /6
Wind reactions based on MWFRS
M Brg Width = 336 Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 118 -101
B - C 86 -71
C - D 99 -50
D - E 102 -41
E - F 130 -50
F - G 176 -69
Chords Tens. Comp.
G - H 176 -69
H - I 130 -50
I - J 102 -41
J - K 99 -50
K - L 86 -71
L - M 118 -101
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - X 102 -82
X - W 105 -85
W - V 107 -86
V - U 108 -87
U - T 109 -88
T - S 109 -89
Chords Tens. Comp.
S - R 109 -89
R - Q 109 -88
Q - P 108 -87
P - O 107 -86
O - N 105 -85
N - M 102 -82
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - X 91 -333
C - W 55 -175
D - V 64 -248
E - U 64 -307
F - T 68 -370
G - S 0 -258
Webs Tens. Comp.
R - H 68 -370
Q - I 64 -307
P - J 64 -248
O - K 55 -175
N - L 91 -333
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009 N 999 240
VERT(CL): 0.014 N 999 180
HORZ(LL): -0.003 N - -
HORZ(TL): 0.005 N - -
Creep Factor: 2.0
Max TC CSI: 0.167
Max BC CSI: 0.121
Max Web CSI: 0.307
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:V2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 259971 / T16 / VAL
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
G
H
I
J
K
L
M
NOPQRSTUVWX
7
12
2X4(D8R)
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
4X6
5X6 2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4
2X4(D8R)
28'0-7/16"
4'0-3/16"
4'0-3/16"
6'0-3/16"
2'
8'0-3/16"
2'10'0-3/16"
2'
12'0-3/16"
2'14'0-3/16"
2'
16'0-3/16"
2'18'0-3/16"
2'
20'0-3/16"
2'22'0-3/16"
2'
24'0-3/16"
2'28'0-7/16"
4'0-3/16"
4'0-3/16"
4'0-3/16"
6'0-3/16"
2'
8'0-3/16"
2'10'0-3/16"
2'
12'0-3/16"
2'14'0-3/16"
2'
16'0-3/16"
2'18'0-3/16"
2'
20'0-3/16"
2'22'0-3/16"
2'
24'0-3/16"
2'28'0-7/16"
4'0-3/16"
0-1/4"
8'
2
-
3
/
8
"
PB201526PC207467
FAIRES-SCOTT STOKER
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 407 /- /- /131 /26 /42
D 410 /- /- /106 /26 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 3.5 Min Req = 1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 61 0
B - C 62 -232
Chords Tens. Comp.
C - D 63 -231
D - E 61 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 178 -22
Chords Tens. Comp.
F - D 178 -22
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 57 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 F 999 240
VERT(CL): 0.002 F 999 180
HORZ(LL): 0.001 F - -
HORZ(TL): 0.001 F - -
Creep Factor: 2.0
Max TC CSI: 0.127
Max BC CSI: 0.047
Max Web CSI: 0.018
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:DORM
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 259983 / T28 / COMN
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
6
12
2X4(A1T)
4X6
2X4
2X4(A1T)
3'10"2"
2'
2'
4'
2'
2'
2'
4'
2'1'1'
4-5/16"1'
4
-
5
/
1
6
"
1'
9
-
1
5
/
1
6
"
**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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 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 thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand 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 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
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 407 /- /- /131 /26 /42
D 410 /- /- /106 /26 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 3.5 Min Req = 1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 61 0
B - C 62 -232
Chords Tens. Comp.
C - D 63 -231
D - E 61 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 178 -22
Chords Tens. Comp.
F - D 178 -22
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 57 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001 F 999 240
VERT(CL): 0.002 F 999 180
HORZ(LL): 0.001 F - -
HORZ(TL): 0.001 F - -
Creep Factor: 2.0
Max TC CSI: 0.127
Max BC CSI: 0.047
Max Web CSI: 0.018
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PB201526
FAIRES
Truss Label:DORM
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 259983 / T28 / COMN
FROM:DRW:
... / ... 02/04/2020
A
B
C
D
E
F
6
12
2X4(A1T)
4X6
2X4
2X4(A1T)
3'10"2"
2'
2'
4'
2'
2'
2'
4'
2'1'1'
4-5/16"1'
4
-
5
/
1
6
"
1'
9
-
1
5
/
1
6
"