HomeMy WebLinkAboutTRUSS SPECS - 22-00708 - 648 S 2400 W - New SFR**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.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.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 6.67
TC 75 6.67 14.40
BC 75 0.15 13.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
J* 129 /- /- /41 /16 /8
Wind reactions based on MWFRS
J Brg Wid = 160 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 29 -61
C - D 69 -78
D - E 98 -77
E - F 139 -41
Chords Tens. Comp.
F - G 139 -41
G - H 97 -77
H - I 69 -78
I - J 54 -62
J - K 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 100 -32
R - Q 106 -35
Q - P 111 -37
P - O 113 -38
Chords Tens. Comp.
O - N 113 -38
N - M 111 -38
M - L 106 -38
L - J 99 -37
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - R 99 -263
D - Q 145 -310
E - P 98 -224
F - O 12 -104
Gables Tens. Comp.
N - G 98 -224
M - H 145 -310
L - I 99 -263
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 7-16
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: -
Building Code:
IRC 2018
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): 0.001 G 999 240
VERT(CL): 0.001 G 999 180
HORZ(LL): -0.001 D - -
HORZ(TL): 0.001 D - -
Creep Factor: 2.0
Max TC CSI: 0.108
Max BC CSI: 0.023
Max Web CSI: 0.055
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:A1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206134 / T4 / GABL
FROM: BF DRW:
... / ... 11/09/2021
13'4"
2'
8"
(TYP)
6'8"
6'8"
13'4"
6'8"
13'4"
13'4"1'1'
4"3
3'
8
"
3
4'
1
"
1
5
A
B
C
D
E
F
G
H
I
J
K
LMNOPQR
6
12
2X4(A1T)
4X6
2X4(A1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.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.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 6.67
TC 75 6.67 14.40
BC 75 0.15 13.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
J* 129 /- /- /41 /16 /8
Wind reactions based on MWFRS
J Brg Wid = 160 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 29 -61
C - D 69 -78
D - E 98 -77
E - F 139 -41
Chords Tens. Comp.
F - G 139 -41
G - H 97 -77
H - I 69 -78
I - J 54 -62
J - K 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 100 -32
R - Q 106 -35
Q - P 111 -37
P - O 113 -38
Chords Tens. Comp.
O - N 113 -38
N - M 111 -38
M - L 106 -38
L - J 99 -37
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - R 99 -263
D - Q 145 -310
E - P 98 -224
F - O 12 -104
Gables Tens. Comp.
N - G 98 -224
M - H 145 -310
L - I 99 -263
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 7-16
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: -
Building Code:
IRC 2018
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): 0.001 G 999 240
VERT(CL): 0.001 G 999 180
HORZ(LL): -0.001 D - -
HORZ(TL): 0.001 D - -
Creep Factor: 2.0
Max TC CSI: 0.108
Max BC CSI: 0.023
Max Web CSI: 0.055
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:A1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206134 / T4 / GABL
FROM: BF DRW:
... / ... 11/09/2021
13'4"
2'
8"
(TYP)
6'8"
6'8"
13'4"
6'8"
13'4"
13'4"1'1'
4"3
3'
8
"
3
4'
1
"
1
5
A
B
C
D
E
F
G
H
I
J
K
LMNOPQR
6
12
2X4(A1T)
4X6
2X4(A1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 64 -1.07 6.67
TC 64 6.67 13.33
BC 120 0.15 13.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 877 /- /- /303 /62 /81
D 778 /- /- /253 /46 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 1.5 (Truss)
D Brg Wid = 5.5 Min Req = 1.5 (Truss)
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 322 -999
Chords Tens. Comp.
C - D 323 -999
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 787 -190
Chords Tens. Comp.
E - D 787 -190
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 268 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 7-16
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: -
Building Code:
IRC 2018
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): 0.025 D 999 240
VERT(CL): 0.039 D 999 180
HORZ(LL): 0.016 B - -
HORZ(TL): 0.025 B - -
Creep Factor: 2.0
Max TC CSI: 0.995
Max BC CSI: 0.474
Max Web CSI: 0.083
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:A2
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 206136 / T9 / COMN
FROM: BF DRW:
... / ... 11/09/2021
13'4"
6'8"
6'8"
13'4"
6'8"
6'8"
6'8"
13'4"
6'8"1'
4"3
3'
8
"
3
4'
1
"
1
5
A
B
C
D
E
6
12
3X6(A1T)
4X6(R1)
2X4
3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 64 -1.07 6.67
TC 64 6.67 13.33
BC 120 0.15 13.19
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 877 /- /- /303 /62 /81
D 778 /- /- /253 /46 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 1.5 (Truss)
D Brg Wid = 5.5 Min Req = 1.5 (Truss)
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 322 -999
Chords Tens. Comp.
C - D 323 -999
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 787 -190
Chords Tens. Comp.
E - D 787 -190
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 268 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 7-16
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: -
Building Code:
IRC 2018
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): 0.025 D 999 240
VERT(CL): 0.039 D 999 180
HORZ(LL): 0.016 B - -
HORZ(TL): 0.025 B - -
Creep Factor: 2.0
Max TC CSI: 0.995
Max BC CSI: 0.474
Max Web CSI: 0.083
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:A2
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 206136 / T9 / COMN
FROM: BF DRW:
... / ... 11/09/2021
13'4"
6'8"
6'8"
13'4"
6'8"
6'8"
6'8"
13'4"
6'8"1'
4"3
3'
8
"
3
4'
1
"
1
5
A
B
C
D
E
6
12
3X6(A1T)
4X6(R1)
2X4
3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 44 plf at 0.00 to 44 plf at 19.99
TC: From 88 plf at 19.99 to 88 plf at 22.63
BC: From 8 plf at 0.00 to 8 plf at 21.50
BC: 70 lb Conc. Load at 0.90, 2.90, 4.90, 6.90
8.90,10.90,12.90,14.90,16.90,18.90
BC: 167 lb Conc. Load at 19.99
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.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 41 0.00 10.75
TC 40 10.75 22.57
BC 120 0.15 21.35
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
A 1630 /- /- /- /90 /-
M 1832 /- /- /- /129 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req = 1.7 (Truss)
M Brg Wid = 3.5 Min Req = 2.0 (Truss)
Bearings A & M Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 154 -2788
B - C 152 -2758
C - D 146 -2650
D - E 109 -1982
E - F 104 -1898
F - G 96 -1781
G - H 96 -1782
Chords Tens. Comp.
H - I 104 -1898
I - J 109 -1985
J - K 148 -2677
K - L 154 -2784
L - M 162 -2839
M - N 47 -9
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - X 2423 -133
X - W 2417 -132
W - V 2418 -132
V - U 2407 -132
U - T 2408 -132
T - S 2408 -132
Chords Tens. Comp.
S - R 2437 -134
R - Q 2437 -134
Q - P 2448 -134
P - O 2447 -135
O - M 2449 -135
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - Y 43 -741
Y - Z 48 -859
AA-AB 48 -855
AB- S 48 -838
G - S 1104 -55
Webs Tens. Comp.
S -AC 50 -872
AC-AD 50 -888
AE-AF 50 -896
AF- J 46 -772
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - X 11 -92
C - W 59 0
V - Y 264 -9
Z - E 35 -75
U -AA 23 -85
AB- F 36 -1
Gables Tens. Comp.
H -AC 33 0
AD- R 24 -87
I -AE 34 -68
AF- Q 279 -11
P - K 66 0
O - L 26 -30
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 7-16
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: -
Building Code:
IRC 2018
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): 0.122 U 999 240
VERT(CL): 0.178 U 999 180
HORZ(LL): 0.045 C - -
HORZ(TL): 0.065 C - -
Creep Factor: 2.0
Max TC CSI: 0.969
Max BC CSI: 0.638
Max Web CSI: 0.881
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206129 / T8 / GABL
FROM: BF DRW:
... / ... 11/09/2021
21'6"
2'
(TYP)
1'6"
5'7"12
5'7"12
10'9"
5'1"4
15'10"4
5'1"4
21'6"
5'7"12
10'9"
10'9"
21'6"
10'9"1'
4"3
5'
8
"
1
1
6'
2
"
7
A
B
C
D
E
F
G
H
I
J
K
L
M
N
OPQRSTUVWX
Y
Z
AA
AB AC
AD
AE
AF
6
12
4X6(A2)
H0312(**)
4X6
4X8
4X6(A2T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 44 plf at 0.00 to 44 plf at 19.99
TC: From 88 plf at 19.99 to 88 plf at 22.63
BC: From 8 plf at 0.00 to 8 plf at 21.50
BC: 70 lb Conc. Load at 0.90, 2.90, 4.90, 6.90
8.90,10.90,12.90,14.90,16.90,18.90
BC: 167 lb Conc. Load at 19.99
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.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 41 0.00 10.75
TC 40 10.75 22.57
BC 120 0.15 21.35
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
A 1630 /- /- /- /90 /-
M 1832 /- /- /- /129 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req = 1.7 (Truss)
M Brg Wid = 3.5 Min Req = 2.0 (Truss)
Bearings A & M Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 154 -2788
B - C 152 -2758
C - D 146 -2650
D - E 109 -1982
E - F 104 -1898
F - G 96 -1781
G - H 96 -1782
Chords Tens. Comp.
H - I 104 -1898
I - J 109 -1985
J - K 148 -2677
K - L 154 -2784
L - M 162 -2839
M - N 47 -9
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - X 2423 -133
X - W 2417 -132
W - V 2418 -132
V - U 2407 -132
U - T 2408 -132
T - S 2408 -132
Chords Tens. Comp.
S - R 2437 -134
R - Q 2437 -134
Q - P 2448 -134
P - O 2447 -135
O - M 2449 -135
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - Y 43 -741
Y - Z 48 -859
AA-AB 48 -855
AB- S 48 -838
G - S 1104 -55
Webs Tens. Comp.
S -AC 50 -872
AC-AD 50 -888
AE-AF 50 -896
AF- J 46 -772
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - X 11 -92
C - W 59 0
V - Y 264 -9
Z - E 35 -75
U -AA 23 -85
AB- F 36 -1
Gables Tens. Comp.
H -AC 33 0
AD- R 24 -87
I -AE 34 -68
AF- Q 279 -11
P - K 66 0
O - L 26 -30
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 7-16
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: -
Building Code:
IRC 2018
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): 0.122 U 999 240
VERT(CL): 0.178 U 999 180
HORZ(LL): 0.045 C - -
HORZ(TL): 0.065 C - -
Creep Factor: 2.0
Max TC CSI: 0.969
Max BC CSI: 0.638
Max Web CSI: 0.881
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206129 / T8 / GABL
FROM: BF DRW:
... / ... 11/09/2021
21'6"
2'
(TYP)
1'6"
5'7"12
5'7"12
10'9"
5'1"4
15'10"4
5'1"4
21'6"
5'7"12
10'9"
10'9"
21'6"
10'9"1'
4"3
5'
8
"
1
1
6'
2
"
7
A
B
C
D
E
F
G
H
I
J
K
L
M
N
OPQRSTUVWX
Y
Z
AA
AB AC
AD
AE
AF
6
12
4X6(A2)
H0312(**)
4X6
4X8
4X6(A2T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 54 0.00 10.75
TC 54 10.75 22.57
BC 120 0.15 21.35
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 1133 /- /- /407 /77 /122
E 1229 /- /- /456 /92 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req = 1.5 (Truss)
E Brg Wid = 3.5 Min Req = 1.5 (Truss)
Bearings A & E Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 467 -1945
B - C 367 -1382
C - D 365 -1382
Chords Tens. Comp.
D - E 461 -1945
E - F 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - G 1668 -343
Chords Tens. Comp.
G - E 1668 -318
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 248 -706
C - G 710 -115
Webs Tens. Comp.
G - D 242 -706
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 7-16
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: -
Building Code:
IRC 2018
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): 0.062 G 999 240
VERT(CL): 0.091 G 999 180
HORZ(LL): 0.028 E - -
HORZ(TL): 0.041 E - -
Creep Factor: 2.0
Max TC CSI: 0.964
Max BC CSI: 0.783
Max Web CSI: 0.443
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:B2
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 206132 / T1 / COMN
FROM: BF DRW:
... / ... 11/09/2021
21'6"
5'7"12
5'7"12
10'9"
5'1"4
15'10"4
5'1"4
21'6"
5'7"12
10'9"
10'9"
21'6"
10'9"1'
4"3
5'
8
"
1
1
6'
2
"
7
A
B
C
D
E
F
G
6
12
3X6(A1)
2X4
4X6
5X6
2X4
3X6(A1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 54 0.00 10.75
TC 54 10.75 22.57
BC 120 0.15 21.35
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 1133 /- /- /407 /77 /122
E 1229 /- /- /456 /92 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req = 1.5 (Truss)
E Brg Wid = 3.5 Min Req = 1.5 (Truss)
Bearings A & E Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 467 -1945
B - C 367 -1382
C - D 365 -1382
Chords Tens. Comp.
D - E 461 -1945
E - F 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - G 1668 -343
Chords Tens. Comp.
G - E 1668 -318
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 248 -706
C - G 710 -115
Webs Tens. Comp.
G - D 242 -706
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 7-16
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: -
Building Code:
IRC 2018
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): 0.062 G 999 240
VERT(CL): 0.091 G 999 180
HORZ(LL): 0.028 E - -
HORZ(TL): 0.041 E - -
Creep Factor: 2.0
Max TC CSI: 0.964
Max BC CSI: 0.783
Max Web CSI: 0.443
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:B2
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 206132 / T1 / COMN
FROM: BF DRW:
... / ... 11/09/2021
21'6"
5'7"12
5'7"12
10'9"
5'1"4
15'10"4
5'1"4
21'6"
5'7"12
10'9"
10'9"
21'6"
10'9"1'
4"3
5'
8
"
1
1
6'
2
"
7
A
B
C
D
E
F
G
6
12
3X6(A1)
2X4
4X6
5X6
2X4
3X6(A1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; M8,M9,M10 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 2x6 #3 or better "T" reinforcement. 80%
length of web member. Attached with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 20.00
TC 75 20.00 41.07
BC 120 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
B* 123 /- /- /37 /11 /7
X 272 /- /- /99 /19 /-
Wind reactions based on MWFRS
B Brg Wid = 474 Min Req = -
X Brg Wid = 5.5 Min Req = 1.5 (Truss)
Bearings B & X Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 174 -222
C - D 170 -201
D - E 157 -177
E - F 147 -154
F - G 141 -141
G - H 146 -129
H - I 146 -129
I - J 195 -117
J - K 245 -104
K - L 296 -92
L - M 349 -105
Chords Tens. Comp.
M - N 339 -105
N - O 282 -88
O - P 231 -87
P - Q 182 -73
Q - R 132 -76
R - S 82 -19
S - T 79 -78
T - U 36 -81
U - V 46 -85
V - W 59 -104
W - X 63 -142
X - Y 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AU 175 -89
AU-AT 179 -89
AT-AS 182 -89
AS-AR 184 -89
AR-AQ 184 -89
AQ-AP 186 -88
AP-AO 187 -88
AO-AN 188 -88
AN-AM 189 -88
AM-AL 189 -88
AL-AK 189 -88
AK-AJ 190 -88
Chords Tens. Comp.
AJ-AI 190 -88
AI-AH 189 -88
AH-AG 188 -87
AG-AF 187 -87
AF-AE 186 -86
AE-AD 185 -86
AD-AC 185 -86
AC-AB 184 -85
AB-AA 182 -83
AA- Z 179 -82
Z - X 174 -79
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AU 76 -194
D -AT 91 -215
E -AS 88 -215
F -AQ 89 -222
Gables Tens. Comp.
AI- N 151 -377
AH- O 114 -330
AG- P 88 -275
AF- Q 90 -235
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 7-16
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: 4.00 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: -
Building Code:
IRC 2018
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 L 999 180
HORZ(LL): 0.005 T - -
HORZ(TL): 0.006 T - -
Creep Factor: 2.0
Max TC CSI: 0.116
Max BC CSI: 0.041
Max Web CSI: 0.295
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206146 / T12 / GABL
FROM: BF
Page 1 of 2
DRW:
... / ... 11/09/2021
M8
M9
M10
M9
M8
40'
2'(TYP)
20'
20'
40'
20'
40'
40'1'1'
4"3
10
'
4
"
3
10
'
9
"
1
5
(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
Y
ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAU
6
12
3X6(A1T)
3X6
3X6
3X6
5X6
3X6
3X6
3X6(A1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; M8,M9,M10 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 2x6 #3 or better "T" reinforcement. 80%
length of web member. Attached with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 20.00
TC 75 20.00 41.07
BC 120 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
B* 123 /- /- /37 /11 /7
X 272 /- /- /99 /19 /-
Wind reactions based on MWFRS
B Brg Wid = 474 Min Req = -
X Brg Wid = 5.5 Min Req = 1.5 (Truss)
Bearings B & X Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 174 -222
C - D 170 -201
D - E 157 -177
E - F 147 -154
F - G 141 -141
G - H 146 -129
H - I 146 -129
I - J 195 -117
J - K 245 -104
K - L 296 -92
L - M 349 -105
Chords Tens. Comp.
M - N 339 -105
N - O 282 -88
O - P 231 -87
P - Q 182 -73
Q - R 132 -76
R - S 82 -19
S - T 79 -78
T - U 36 -81
U - V 46 -85
V - W 59 -104
W - X 63 -142
X - Y 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AU 175 -89
AU-AT 179 -89
AT-AS 182 -89
AS-AR 184 -89
AR-AQ 184 -89
AQ-AP 186 -88
AP-AO 187 -88
AO-AN 188 -88
AN-AM 189 -88
AM-AL 189 -88
AL-AK 189 -88
AK-AJ 190 -88
Chords Tens. Comp.
AJ-AI 190 -88
AI-AH 189 -88
AH-AG 188 -87
AG-AF 187 -87
AF-AE 186 -86
AE-AD 185 -86
AD-AC 185 -86
AC-AB 184 -85
AB-AA 182 -83
AA- Z 179 -82
Z - X 174 -79
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AU 76 -194
D -AT 91 -215
E -AS 88 -215
F -AQ 89 -222
Gables Tens. Comp.
AI- N 151 -377
AH- O 114 -330
AG- P 88 -275
AF- Q 90 -235
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 7-16
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: 4.00 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: -
Building Code:
IRC 2018
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 L 999 180
HORZ(LL): 0.005 T - -
HORZ(TL): 0.006 T - -
Creep Factor: 2.0
Max TC CSI: 0.116
Max BC CSI: 0.041
Max Web CSI: 0.295
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206146 / T12 / GABL
FROM: BF
Page 1 of 2
DRW:
... / ... 11/09/2021
M8
M9
M10
M9
M8
40'
2'(TYP)
20'
20'
40'
20'
40'
40'1'1'
4"3
10
'
4
"
3
10
'
9
"
1
5
(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
Y
ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAU
6
12
3X6(A1T)
3X6
3X6
3X6
5X6
3X6
3X6
3X6(A1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
H -AP 89 -229
I -AO 90 -235
J -AN 88 -275
K -AM 114 -330
L -AK 151 -377
M -AJ 34 -226
AE- R 89 -229
AC- T 89 -222
AB- U 88 -215
AA- V 91 -215
Z - W 76 -194
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206146 / T12 / GABL
FROM: BF
Page 2 of 2
DRW:
... / ... 11/09/2021
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 2x6 #3 or better "T" reinforcement. 80%
length of web member. Attached with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 34 -1.07 20.00
TC 34 20.00 41.07
BC 94 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2173 /- /- /825 /159 /234
J 2173 /- /- /825 /159 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 2.3 (Truss)
J Brg Wid = 5.5 Min Req = 2.3 (Truss)
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 864 -3895
C - D 806 -3483
D - E 826 -3389
E - F 702 -2456
Chords Tens. Comp.
F - G 701 -2456
G - H 826 -3389
H - I 806 -3482
I - J 864 -3894
J - K 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 3376 -673
P - O 2737 -478
O - N 2737 -478
Chords Tens. Comp.
N - M 2737 -455
M - L 2737 -455
L - J 3376 -656
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 241 -548
P - E 621 -85
E - N 329 -1075
F - N 1511 -358
Webs Tens. Comp.
N - G 329 -1075
G - L 620 -85
L - I 241 -548
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 7-16
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: 4.00 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: -
Building Code:
IRC 2018
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): 0.245 N 999 240
VERT(CL): 0.360 N 999 180
HORZ(LL): 0.102 J - -
HORZ(TL): 0.151 J - -
Creep Factor: 2.0
Max TC CSI: 0.992
Max BC CSI: 0.966
Max Web CSI: 0.539
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C2
Ply: 1
Qty: 23
Wgt: 0.0 lbs
SEQN: 206149 / T11 / COMN
FROM: BF DRW:
... / ... 11/09/2021
W1
W1
40'
7'0"5
7'0"5
13'6"3
6'5"13
20'
6'5"13
26'5"13
6'5"13
32'11"11
6'5"13
40'
7'0"5
10'3"4
10'3"4
20'
9'8"12
29'8"12
9'8"12
40'
10'3"41'1'
4"3
10
'
4
"
3
10
'
9
"
1
5
(a)(a)
A
B
C
D
E
F
G
H
I
J
K
LMNOP
6
12
4X8(B3T)
2X4
3X6
3X6
3X6
H0312
5X6
4X8
3X6
H0312 3X6
3X6
2X4
4X8(B3T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member. Or 2x6 #3 or better "T" reinforcement. 80%
length of web member. Attached with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 34 -1.07 20.00
TC 34 20.00 41.07
BC 94 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2173 /- /- /825 /159 /234
J 2173 /- /- /825 /159 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 2.3 (Truss)
J Brg Wid = 5.5 Min Req = 2.3 (Truss)
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 864 -3895
C - D 806 -3483
D - E 826 -3389
E - F 702 -2456
Chords Tens. Comp.
F - G 701 -2456
G - H 826 -3389
H - I 806 -3482
I - J 864 -3894
J - K 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 3376 -673
P - O 2737 -478
O - N 2737 -478
Chords Tens. Comp.
N - M 2737 -455
M - L 2737 -455
L - J 3376 -656
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 241 -548
P - E 621 -85
E - N 329 -1075
F - N 1511 -358
Webs Tens. Comp.
N - G 329 -1075
G - L 620 -85
L - I 241 -548
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 7-16
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: 4.00 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: -
Building Code:
IRC 2018
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): 0.245 N 999 240
VERT(CL): 0.360 N 999 180
HORZ(LL): 0.102 J - -
HORZ(TL): 0.151 J - -
Creep Factor: 2.0
Max TC CSI: 0.992
Max BC CSI: 0.966
Max Web CSI: 0.539
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C2
Ply: 1
Qty: 23
Wgt: 0.0 lbs
SEQN: 206149 / T11 / COMN
FROM: BF DRW:
... / ... 11/09/2021
W1
W1
40'
7'0"5
7'0"5
13'6"3
6'5"13
20'
6'5"13
26'5"13
6'5"13
32'11"11
6'5"13
40'
7'0"5
10'3"4
10'3"4
20'
9'8"12
29'8"12
9'8"12
40'
10'3"41'1'
4"3
10
'
4
"
3
10
'
9
"
1
5
(a)(a)
A
B
C
D
E
F
G
H
I
J
K
LMNOP
6
12
4X8(B3T)
2X4
3X6
3X6
3X6
H0312
5X6
4X8
3X6
H0312 3X6
3X6
2X4
4X8(B3T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2,W3,W4 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 88 plf at -1.13 to 88 plf at 13.40
TC: From 44 plf at 13.40 to 44 plf at 17.40
TC: From 88 plf at 17.40 to 88 plf at 41.13
BC: From 16 plf at 0.00 to 16 plf at 13.40
BC: From 8 plf at 13.40 to 8 plf at 17.40
BC: From 16 plf at 17.40 to 16 plf at 40.00
BC: 329 lb Conc. Load at 13.40,15.40,17.40
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 20.00
TC 42 20.00 41.07
BC 75 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
B 775 /- /- /- /53 /-
AZ*552 /- /- /- /50 /-
BA 783 /- /- /- /52 /-
T 1476 /- /- /- /109 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 1.5 (Truss)
AZ Brg Wid = 67.5 Min Req = -
BA Brg Wid = 5.5 Min Req = 1.5 (Truss)
T Brg Wid = 3.5 Min Req = 1.6 (Truss)
Bearings B, AZ, BA, & T Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 -9
B - C 59 -873
C - D 48 -482
D - E 63 -407
E - F 68 -352
F - G 105 -358
G - H 2 -429
H - I 81 -143
I - J 15 -500
J - K 9 -435
Chords Tens. Comp.
K - L 18 -477
L - M 14 -416
M - N 17 -466
N - O 20 -507
O - P 31 -638
P - Q 69 -1609
Q - R 81 -1712
R - S 100 -1831
S - T 183 -2332
T - U 47 -9
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AH 686 -28
AH-AG 686 -28
AG-AF 41 -238
AF-AE 82 -475
AE-AD 41 -237
AD-AC 41 -237
AC-AB 41 -237
Chords Tens. Comp.
AB-AA 82 -475
AA- Z 1219 -69
Z - Y 1219 -68
Y - X 1219 -68
X - W 1219 -68
W - V 1219 -68
V - T 1963 -138
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C -AI 98 -691
AI-AJ 88 -633
AJ-AG 113 -695
AG-AK 843 -10
AL- H 769 -11
H -AM 732 -57
AN-AO 959 -77
Webs Tens. Comp.
L -AA 116 0
AA-AS 92 -1280
AT-AU 87 -1223
AV-AW 85 -1184
AX- P 95 -1282
P -AY 688 -8
AY- V 616 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 7-16
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: 4.00 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: -
Building Code:
IRC 2018
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): 0.145 Y 999 240
VERT(CL): 0.222 Y 999 180
HORZ(LL): 0.027 T - -
HORZ(TL): 0.041 T - -
Creep Factor: 2.0
Max TC CSI: 0.981
Max BC CSI: 0.689
Max Web CSI: 0.536
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206143 / T6 / GABL
FROM: BF
Page 1 of 2
DRW:
... / ... 11/09/2021
W2
W3
W4
W3
W2
12'10"8 5'7"8 2"12 21'3"4
8'2'(TYP)
7'0"5
7'0"5
13'6"3
6'5"13
20'
6'5"13
26'5"13
6'5"13
32'11"11
6'5"13
40'
7'0"5
10'3"4
10'3"4
20'
9'8"12
29'8"12
9'8"12
40'
10'3"41'1'
4"3
10
'
4
"
3
10
'
9
"
1
5
(a)
(a)
A
B
C
D E
F
G
H I
J
K
L
M
N
O P
Q
R
S
T
U
VWXYZAAABACADAEAFAGAH
AI
AJ
AK
AL
AM
AN
AOAP
AQAR ASAT
AU AV
AW
AX
AY
AZ BA
6
12
3X6(A1T)
3X6
3X6
3X6
4X6
3X6
5X6
4X8
3X6
3X6 3X6
3X6
4X6(A2T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2,W3,W4 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 88 plf at -1.13 to 88 plf at 13.40
TC: From 44 plf at 13.40 to 44 plf at 17.40
TC: From 88 plf at 17.40 to 88 plf at 41.13
BC: From 16 plf at 0.00 to 16 plf at 13.40
BC: From 8 plf at 13.40 to 8 plf at 17.40
BC: From 16 plf at 17.40 to 16 plf at 40.00
BC: 329 lb Conc. Load at 13.40,15.40,17.40
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 20.00
TC 42 20.00 41.07
BC 75 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
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
live load.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 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
B 775 /- /- /- /53 /-
AZ*552 /- /- /- /50 /-
BA 783 /- /- /- /52 /-
T 1476 /- /- /- /109 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req = 1.5 (Truss)
AZ Brg Wid = 67.5 Min Req = -
BA Brg Wid = 5.5 Min Req = 1.5 (Truss)
T Brg Wid = 3.5 Min Req = 1.6 (Truss)
Bearings B, AZ, BA, & T Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 -9
B - C 59 -873
C - D 48 -482
D - E 63 -407
E - F 68 -352
F - G 105 -358
G - H 2 -429
H - I 81 -143
I - J 15 -500
J - K 9 -435
Chords Tens. Comp.
K - L 18 -477
L - M 14 -416
M - N 17 -466
N - O 20 -507
O - P 31 -638
P - Q 69 -1609
Q - R 81 -1712
R - S 100 -1831
S - T 183 -2332
T - U 47 -9
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AH 686 -28
AH-AG 686 -28
AG-AF 41 -238
AF-AE 82 -475
AE-AD 41 -237
AD-AC 41 -237
AC-AB 41 -237
Chords Tens. Comp.
AB-AA 82 -475
AA- Z 1219 -69
Z - Y 1219 -68
Y - X 1219 -68
X - W 1219 -68
W - V 1219 -68
V - T 1963 -138
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C -AI 98 -691
AI-AJ 88 -633
AJ-AG 113 -695
AG-AK 843 -10
AL- H 769 -11
H -AM 732 -57
AN-AO 959 -77
Webs Tens. Comp.
L -AA 116 0
AA-AS 92 -1280
AT-AU 87 -1223
AV-AW 85 -1184
AX- P 95 -1282
P -AY 688 -8
AY- V 616 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 7-16
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: 4.00 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: -
Building Code:
IRC 2018
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): 0.145 Y 999 240
VERT(CL): 0.222 Y 999 180
HORZ(LL): 0.027 T - -
HORZ(TL): 0.041 T - -
Creep Factor: 2.0
Max TC CSI: 0.981
Max BC CSI: 0.689
Max Web CSI: 0.536
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206143 / T6 / GABL
FROM: BF
Page 1 of 2
DRW:
... / ... 11/09/2021
W2
W3
W4
W3
W2
12'10"8 5'7"8 2"12 21'3"4
8'2'(TYP)
7'0"5
7'0"5
13'6"3
6'5"13
20'
6'5"13
26'5"13
6'5"13
32'11"11
6'5"13
40'
7'0"5
10'3"4
10'3"4
20'
9'8"12
29'8"12
9'8"12
40'
10'3"41'1'
4"3
10
'
4
"
3
10
'
9
"
1
5
(a)
(a)
A
B
C
D E
F
G
H I
J
K
L
M
N
O P
Q
R
S
T
U
VWXYZAAABACADAEAFAGAH
AI
AJ
AK
AL
AM
AN
AOAP
AQAR ASAT
AU AV
AW
AX
AY
AZ BA
6
12
3X6(A1T)
3X6
3X6
3X6
4X6
3X6
5X6
4X8
3X6
3X6 3X6
3X6
4X6(A2T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
AP-AQ 805 -65
AR-AA 904 -72
V - S 103 -681
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
AI- D 82 -14
AJ- F 58 -87
AK-AF 42 -649
G -AL 44 -575
AM- I 81 -1230
AE-AN 114 -1637
AO- J 77 -102
AC-AP 208 -11
AQ- K 42 -351
Gables Tens. Comp.
AB-AR 52 -492
AS- Z 37 -66
M -AT 30 -143
AU- Y 31 -106
N -AV 31 -158
AW- X 164 -7
O -AX 279 -20
AY- Q 24 -86
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:C3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206143 / T6 / GABL
FROM: BF
Page 2 of 2
DRW:
... / ... 11/09/2021
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 6.38
BC 75 0.15 6.38
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 437 /- /- /185 /15 /100
E 329 /- /- /143 /45 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req = 1.5 (Truss)
E Brg Wid = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 84 -145
Chords Tens. Comp.
C - D 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 25 -17
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 221 -247
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 7-16
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: -
Building Code:
IRC 2018
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): NA
VERT(CL): NA
HORZ(LL): 0.015 B - -
HORZ(TL): 0.022 B - -
Creep Factor: 2.0
Max TC CSI: 0.539
Max BC CSI: 0.292
Max Web CSI: 0.215
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:X1
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 206126 / T5 / MONO
FROM: BF DRW:
... / ... 11/09/2021
6'4"8
(J)
Supporting Member: (1)
6'3"4
6'3"4
6'4"8
1"4
6'3"4
6'3"4
6'4"8
1"4
1'
4"3
3'
6
"
7
4'
0
"
3
A
B
CD
EF
6
12
2X4(A1T)
2X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 75 -1.07 6.38
BC 75 0.15 6.38
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 437 /- /- /185 /15 /100
E 329 /- /- /143 /45 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req = 1.5 (Truss)
E Brg Wid = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 84 -145
Chords Tens. Comp.
C - D 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 25 -17
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 221 -247
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 7-16
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: -
Building Code:
IRC 2018
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): NA
VERT(CL): NA
HORZ(LL): 0.015 B - -
HORZ(TL): 0.022 B - -
Creep Factor: 2.0
Max TC CSI: 0.539
Max BC CSI: 0.292
Max Web CSI: 0.215
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:X1
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 206126 / T5 / MONO
FROM: BF DRW:
... / ... 11/09/2021
6'4"8
(J)
Supporting Member: (1)
6'3"4
6'3"4
6'4"8
1"4
6'3"4
6'3"4
6'4"8
1"4
1'
4"3
3'
6
"
7
4'
0
"
3
A
B
CD
EF
6
12
2X4(A1T)
2X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 34 -1.07 1.50
BC 16 0.15 1.50
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 227 /- /- /107 /21 /33
D 70 /- /- /24 /8 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req = 1.5 (Truss)
D Brg Wid = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
Chords Tens. Comp.
B - C 22 -31
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 1 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - D 24 -51
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 7-16
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: -
Building Code:
IRC 2018
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): NA
VERT(CL): NA
HORZ(LL): 0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.076
Max BC CSI: 0.014
Max Web CSI: 0.006
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:X2
Ply: 1
Qty: 11
Wgt: 0.0 lbs
SEQN: 206122 / T7 / MONO
FROM: BF DRW:
... / ... 11/09/2021
1'6"
1'6"1'
4"3
1'
1
"
3
1'
6
"
1
5
A
B
C
D
6
12
2X4(A1T)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 34 -1.07 1.50
BC 16 0.15 1.50
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 227 /- /- /107 /21 /33
D 70 /- /- /24 /8 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req = 1.5 (Truss)
D Brg Wid = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
Chords Tens. Comp.
B - C 22 -31
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 1 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - D 24 -51
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 7-16
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: -
Building Code:
IRC 2018
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): NA
VERT(CL): NA
HORZ(LL): 0.000 B - -
HORZ(TL): 0.000 B - -
Creep Factor: 2.0
Max TC CSI: 0.076
Max BC CSI: 0.014
Max Web CSI: 0.006
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:X2
Ply: 1
Qty: 11
Wgt: 0.0 lbs
SEQN: 206122 / T7 / MONO
FROM: BF DRW:
... / ... 11/09/2021
1'6"
1'6"1'
4"3
1'
1
"
3
1'
6
"
1
5
A
B
C
D
6
12
2X4(A1T)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 44 -1.40 2.06
BC 23 0.15 2.06
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 290 /- /- /130 /38 /31
D 98 /- /- /27 /5 /-
Wind reactions based on MWFRS
B Brg Wid = 4.9 Min Req = 1.5 (Truss)
D Brg Wid = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 41 0
Chords Tens. Comp.
B - C 20 -26
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 4 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - D 52 -69
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 7-16
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: -
Building Code:
IRC 2018
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): NA
VERT(CL): NA
HORZ(LL): 0.001 B - -
HORZ(TL): 0.001 B - -
Creep Factor: 2.0
Max TC CSI: 0.130
Max BC CSI: 0.031
Max Web CSI: 0.014
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:XG1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206124 / T3 / MONO
FROM: BF DRW:
... / ... 11/09/2021
2'0"11
2'0"111'4"4
3"14
1'
0
"
1
0
1'
6
"
3
A
B
C
D
4.24
12
2X4(A1T)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 to
drawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 44 -1.40 2.06
BC 23 0.15 2.06
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 290 /- /- /130 /38 /31
D 98 /- /- /27 /5 /-
Wind reactions based on MWFRS
B Brg Wid = 4.9 Min Req = 1.5 (Truss)
D Brg Wid = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 41 0
Chords Tens. Comp.
B - C 20 -26
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 4 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - D 52 -69
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 7-16
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: -
Building Code:
IRC 2018
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): NA
VERT(CL): NA
HORZ(LL): 0.001 B - -
HORZ(TL): 0.001 B - -
Creep Factor: 2.0
Max TC CSI: 0.130
Max BC CSI: 0.031
Max Web CSI: 0.014
Mfg Specified Camber:
VIEW Ver: 21.02.00.1005.17
Job Number:J210973B
ATHENS -KARTCHNER COMMERCIAL BUIL
Truss Label:XG1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 206124 / T3 / MONO
FROM: BF DRW:
... / ... 11/09/2021
2'0"11
2'0"111'4"4
3"14
1'
0
"
1
0
1'
6
"
3
A
B
C
D
4.24
12
2X4(A1T)
2X4
2X4