HomeMy WebLinkAboutTRUSS SPECS - 20-00190 - Shaw - 907 Pine Brook Ln - New SFR- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; M6 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
N* 224 /- /- /64 /26 /18
Wind reactions based on MWFRS
N Brg Width = 276 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 0
B - C 148 -247
C - D 174 -202
D - E 136 -139
E - F 134 -108
F - G 231 -98
G - H 348 -124
Chords Tens. Comp.
H - I 348 -124
I - J 231 -98
J - K 140 -114
K - L 142 -146
L - M 180 -208
M - N 154 -253
N - O 156 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AA 307 -220
AA- Z 309 -221
Z - Y 314 -225
Y - X 318 -228
X - W 320 -230
W - V 322 -232
V - U 322 -232
Chords Tens. Comp.
U - T 323 -238
T - S 321 -236
S - R 318 -233
R - Q 315 -231
Q - P 309 -226
P - N 307 -225
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AA 71 -147
D - Z 162 -387
E - Y 150 -372
F - X 153 -377
G - W 166 -448
H - V 0 -356
Gables Tens. Comp.
T - I 166 -448
S - J 153 -377
R - K 150 -372
Q - L 162 -387
P - M 71 -147
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 G 999 240
VERT(CL): 0.005 G 999 180
HORZ(LL): -0.003 G - -
HORZ(TL): 0.005 G - -
Creep Factor: 2.0
Max TC CSI: 0.444
Max BC CSI: 0.094
Max Web CSI: 0.233
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A1
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 125968 / T12 / GABL
FROM: BF DRW:
... / ... 03/17/2020
M6
23'
1'6"
2'
(TYP)
11'6"
11'6"
23'
11'6"
23'
23'1'6"1'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
PQRSTUVWXYZAA
8
12
2X4(A1T)
4X6
3X6
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; M6 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
N* 224 /- /- /64 /26 /18
Wind reactions based on MWFRS
N Brg Width = 276 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 0
B - C 148 -247
C - D 174 -202
D - E 136 -139
E - F 134 -108
F - G 231 -98
G - H 348 -124
Chords Tens. Comp.
H - I 348 -124
I - J 231 -98
J - K 140 -114
K - L 142 -146
L - M 180 -208
M - N 154 -253
N - O 156 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AA 307 -220
AA- Z 309 -221
Z - Y 314 -225
Y - X 318 -228
X - W 320 -230
W - V 322 -232
V - U 322 -232
Chords Tens. Comp.
U - T 323 -238
T - S 321 -236
S - R 318 -233
R - Q 315 -231
Q - P 309 -226
P - N 307 -225
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AA 71 -147
D - Z 162 -387
E - Y 150 -372
F - X 153 -377
G - W 166 -448
H - V 0 -356
Gables Tens. Comp.
T - I 166 -448
S - J 153 -377
R - K 150 -372
Q - L 162 -387
P - M 71 -147
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 G 999 240
VERT(CL): 0.005 G 999 180
HORZ(LL): -0.003 G - -
HORZ(TL): 0.005 G - -
Creep Factor: 2.0
Max TC CSI: 0.444
Max BC CSI: 0.094
Max Web CSI: 0.233
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A1
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 125968 / T12 / GABL
FROM: BF DRW:
... / ... 03/17/2020
M6
23'
1'6"
2'
(TYP)
11'6"
11'6"
23'
11'6"
23'
23'1'6"1'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
PQRSTUVWXYZAA
8
12
2X4(A1T)
4X6
3X6
2X4(A1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1357 /- /- /532 /92 /212
F 1357 /- /- /532 /92 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = 3.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 236 -1745
C - D 296 -1530
Chords Tens. Comp.
D - E 296 -1530
E - F 235 -1745
F - G 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1348 -68
J - I 900 0
Chords Tens. Comp.
I - H 900 0
H - F 1348 -74
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 185 -445
J - D 586 -104
Webs Tens. Comp.
D - H 587 -104
H - E 185 -445
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.051 H 999 240
VERT(CL): 0.075 H 999 180
HORZ(LL): 0.022 H - -
HORZ(TL): 0.033 H - -
Creep Factor: 2.0
Max TC CSI: 0.367
Max BC CSI: 0.354
Max Web CSI: 0.169
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A2
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 125969 / T10 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"101'6"1'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
GHIJ
8
12
3X6(B1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1357 /- /- /532 /92 /212
F 1357 /- /- /532 /92 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = 3.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 236 -1745
C - D 296 -1530
Chords Tens. Comp.
D - E 296 -1530
E - F 235 -1745
F - G 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1348 -68
J - I 900 0
Chords Tens. Comp.
I - H 900 0
H - F 1348 -74
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 185 -445
J - D 586 -104
Webs Tens. Comp.
D - H 587 -104
H - E 185 -445
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.051 H 999 240
VERT(CL): 0.075 H 999 180
HORZ(LL): 0.022 H - -
HORZ(TL): 0.033 H - -
Creep Factor: 2.0
Max TC CSI: 0.367
Max BC CSI: 0.354
Max Web CSI: 0.169
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A2
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 125969 / T10 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"101'6"1'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
GHIJ
8
12
3X6(B1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1357 /- /- /532 /94 /195
F 1210 /- /- /453 /72 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = 3.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 241 -1745
C - D 302 -1530
Chords Tens. Comp.
D - E 310 -1530
E - F 248 -1745
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1348 -118
I - H 900 0
Chords Tens. Comp.
H - G 900 0
G - F 1348 -127
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 185 -445
I - D 584 -102
Webs Tens. Comp.
D - G 587 -115
G - E 193 -445
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 I 999 240
VERT(CL): 0.073 I 999 180
HORZ(LL): 0.022 G - -
HORZ(TL): 0.033 G - -
Creep Factor: 2.0
Max TC CSI: 0.367
Max BC CSI: 0.359
Max Web CSI: 0.169
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125970 / T13 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"101'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
GHI
8
12
3X6(B1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1357 /- /- /532 /94 /195
F 1210 /- /- /453 /72 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = 3.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 241 -1745
C - D 302 -1530
Chords Tens. Comp.
D - E 310 -1530
E - F 248 -1745
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1348 -118
I - H 900 0
Chords Tens. Comp.
H - G 900 0
G - F 1348 -127
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 185 -445
I - D 584 -102
Webs Tens. Comp.
D - G 587 -115
G - E 193 -445
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 I 999 240
VERT(CL): 0.073 I 999 180
HORZ(LL): 0.022 G - -
HORZ(TL): 0.033 G - -
Creep Factor: 2.0
Max TC CSI: 0.367
Max BC CSI: 0.359
Max Web CSI: 0.169
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125970 / T13 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"101'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
GHI
8
12
3X6(B1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1)
A4T14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 1211 /- /- /454 /73 /166
E 1209 /- /- /453 /73 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 252 -1747
B - C 314 -1532
Chords Tens. Comp.
C - D 314 -1536
D - E 252 -1750
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 1349 -130
H - G 902 0
Chords Tens. Comp.
G - F 902 0
F - E 1353 -130
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 193 -445
H - C 584 -114
Webs Tens. Comp.
C - F 590 -115
F - D 193 -448
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.048 F 999 240
VERT(CL): 0.072 F 999 180
HORZ(LL): 0.022 F - -
HORZ(TL): 0.033 F - -
Creep Factor: 2.0
Max TC CSI: 0.372
Max BC CSI: 0.361
Max Web CSI: 0.170
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125973 / T14 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
(J)Supporting Member: (2)
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"10
4"7
8'0
"
7
A
B
C
D
E
FGH
8
12
3X6(B1)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 1211 /- /- /454 /73 /166
E 1209 /- /- /453 /73 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 252 -1747
B - C 314 -1532
Chords Tens. Comp.
C - D 314 -1536
D - E 252 -1750
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 1349 -130
H - G 902 0
Chords Tens. Comp.
G - F 902 0
F - E 1353 -130
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 193 -445
H - C 584 -114
Webs Tens. Comp.
C - F 590 -115
F - D 193 -448
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.048 F 999 240
VERT(CL): 0.072 F 999 180
HORZ(LL): 0.022 F - -
HORZ(TL): 0.033 F - -
Creep Factor: 2.0
Max TC CSI: 0.372
Max BC CSI: 0.361
Max Web CSI: 0.170
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125973 / T14 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
(J)Supporting Member: (2)
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"10
4"7
8'0
"
7
A
B
C
D
E
FGH
8
12
3X6(B1)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1)
A5T27
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W5 2x4 DF-L #1&Bet.;
Lt Slider: 2x4 DF-L Stud; block length = 1.500'
Rt Slider: 2x4 DF-L Stud; block length = 1.500'
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at 0.00 to 89 plf at 23.00
BC: From 8 plf at 0.00 to 8 plf at 23.00
BC: 685 lb Conc. Load at 0.94, 2.94, 4.94, 6.94
BC: 586 lb Conc. Load at 8.94
BC: 612 lb Conc. Load at 10.94
BC: 615 lb Conc. Load at 12.94
BC: 647 lb Conc. Load at 14.94
BC: 856 lb Conc. Load at 16.94
BC: 1024 lb Conc. Load at 17.94,19.94,21.94
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
P 5196 /- /- /- /690 /-
I 6165 /- /- /- /561 /-
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req = 2.8
I Brg Width = - Min Req = -
Bearing P Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 483 -3678
B - C 475 -3637
C - D 392 -3049
D - E 286 -2388
Chords Tens. Comp.
E - F 286 -2388
F - G 350 -3301
G - H 411 -4288
H - I 419 -4326
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - O 3007 -393
O - N 2984 -389
N - M 2462 -314
M - L 2656 -281
Chords Tens. Comp.
L - K 2656 -281
K - J 3520 -337
J - I 3555 -339
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 610 -81
C - N 91 -631
N - D 964 -151
D - M 146 -906
E - M 2427 -279
Webs Tens. Comp.
M - F 88 -1253
F - K 1392 -80
K - G 68 -1056
G - J 1095 -54
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.114 K 999 240
VERT(CL): 0.165 K 999 180
HORZ(LL): 0.036 D - -
HORZ(TL): 0.052 D - -
Creep Factor: 2.0
Max TC CSI: 0.424
Max BC CSI: 0.540
Max Web CSI: 0.529
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A5
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126053 / T27 / COMN
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
W5
23'
(J)Supporting Member: (2)
4'3"4
4'3"4
7'10"10
3'7"6
11'6"
3'7"6
15'1"6
3'7"6
18'8"12
3'7"6
23'
4'3"4
4'3"4
4'3"4
7'10"10
3'7"6
11'6"
3'7"6
15'1"6
3'7"6
18'8"12
3'7"6
23'
4'3"4
4"7
8'0
"
7
A
B
C
D
E
F
G
H
I
JKLMNOP
8
12
2X4(C5)
8X8(C5)3X6
3X6
3X6
3X6
4X6
4X6(R)
5X8 4X6
5X6
4X6
4X6
5X6
3X6
2X4(C5)
8X8(C5)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W5 2x4 DF-L #1&Bet.;
Lt Slider: 2x4 DF-L Stud; block length = 1.500'
Rt Slider: 2x4 DF-L Stud; block length = 1.500'
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at 0.00 to 89 plf at 23.00
BC: From 8 plf at 0.00 to 8 plf at 23.00
BC: 685 lb Conc. Load at 0.94, 2.94, 4.94, 6.94
BC: 586 lb Conc. Load at 8.94
BC: 612 lb Conc. Load at 10.94
BC: 615 lb Conc. Load at 12.94
BC: 647 lb Conc. Load at 14.94
BC: 856 lb Conc. Load at 16.94
BC: 1024 lb Conc. Load at 17.94,19.94,21.94
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
P 5196 /- /- /- /690 /-
I 6165 /- /- /- /561 /-
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req = 2.8
I Brg Width = - Min Req = -
Bearing P Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 483 -3678
B - C 475 -3637
C - D 392 -3049
D - E 286 -2388
Chords Tens. Comp.
E - F 286 -2388
F - G 350 -3301
G - H 411 -4288
H - I 419 -4326
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - O 3007 -393
O - N 2984 -389
N - M 2462 -314
M - L 2656 -281
Chords Tens. Comp.
L - K 2656 -281
K - J 3520 -337
J - I 3555 -339
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 610 -81
C - N 91 -631
N - D 964 -151
D - M 146 -906
E - M 2427 -279
Webs Tens. Comp.
M - F 88 -1253
F - K 1392 -80
K - G 68 -1056
G - J 1095 -54
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.114 K 999 240
VERT(CL): 0.165 K 999 180
HORZ(LL): 0.036 D - -
HORZ(TL): 0.052 D - -
Creep Factor: 2.0
Max TC CSI: 0.424
Max BC CSI: 0.540
Max Web CSI: 0.529
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A5
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126053 / T27 / COMN
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
W5
23'
(J)Supporting Member: (2)
4'3"4
4'3"4
7'10"10
3'7"6
11'6"
3'7"6
15'1"6
3'7"6
18'8"12
3'7"6
23'
4'3"4
4'3"4
4'3"4
7'10"10
3'7"6
11'6"
3'7"6
15'1"6
3'7"6
18'8"12
3'7"6
23'
4'3"4
4"7
8'0
"
7
A
B
C
D
E
F
G
H
I
JKLMNOP
8
12
2X4(C5)
8X8(C5)3X6
3X6
3X6
3X6
4X6
4X6(R)
5X8 4X6
5X6
4X6
4X6
5X6
3X6
2X4(C5)
8X8(C5)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1357 /- /- /532 /94 /195
F 1210 /- /- /453 /72 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
F Brg Width = 5.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 241 -1745
C - D 302 -1530
Chords Tens. Comp.
D - E 310 -1530
E - F 248 -1745
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1348 -118
I - H 900 0
Chords Tens. Comp.
H - G 900 0
G - F 1348 -127
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 185 -445
I - D 584 -102
Webs Tens. Comp.
D - G 587 -115
G - E 193 -445
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 I 999 240
VERT(CL): 0.073 I 999 180
HORZ(LL): 0.022 G - -
HORZ(TL): 0.033 G - -
Creep Factor: 2.0
Max TC CSI: 0.367
Max BC CSI: 0.359
Max Web CSI: 0.169
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A6
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125999 / T18 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"101'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
GHI
8
12
3X6(B1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1357 /- /- /532 /94 /195
F 1210 /- /- /453 /72 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
F Brg Width = 5.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 241 -1745
C - D 302 -1530
Chords Tens. Comp.
D - E 310 -1530
E - F 248 -1745
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1348 -118
I - H 900 0
Chords Tens. Comp.
H - G 900 0
G - F 1348 -127
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 185 -445
I - D 584 -102
Webs Tens. Comp.
D - G 587 -115
G - E 193 -445
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.049 I 999 240
VERT(CL): 0.073 I 999 180
HORZ(LL): 0.022 G - -
HORZ(TL): 0.033 G - -
Creep Factor: 2.0
Max TC CSI: 0.367
Max BC CSI: 0.359
Max Web CSI: 0.169
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A6
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125999 / T18 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
23'
5'11"7
5'11"7
11'6"
5'6"9
17'0"9
5'6"9
23'
5'11"7
7'9"10
7'9"10
15'2"6
7'4"12
23'
7'9"101'6"
4"7
8'0
"
7
9'0
"
3
A
B
C
D
E
F
GHI
8
12
3X6(B1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(B1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.;
Rt Slider: 2x4 DF-L Stud; block length = 2.072'
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1344 /- /- /529 /91 /192
H 1185 /- /- /445 /66 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
H Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 223 -1734
C - D 239 -1212
D - E 284 -1114
Chords Tens. Comp.
E - F 234 -1551
F - G 326 -2604
G - H 206 -1664
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1334 -112
M - L 1333 -113
L - K 1416 -36
Chords Tens. Comp.
K - J 2118 -227
J - I 1379 -146
I - H 1264 -140
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 212 0
C - L 154 -556
D - L 907 -215
L - E 172 -1304
K - E 1114 -36
Webs Tens. Comp.
K - F 207 -992
F - J 514 0
J - G 1084 -106
I - G 93 -820
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.093 K 999 240
VERT(CL): 0.139 K 999 180
HORZ(LL): 0.059 I - -
HORZ(TL): 0.089 I - -
Creep Factor: 2.0
Max TC CSI: 0.403
Max BC CSI: 0.388
Max Web CSI: 0.643
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A7
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 125996 / T39 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
W3
22'6"8
(J)Supporting Member: (2)
5'11"7
5'11"7
11'6"
5'6"9
13'
1'6"
19'0"8
6'0"8
20'6"8
1'6"
22'6"8
2'
5'11"7
5'11"7
11'6"
5'6"9
13'
1'6"
19'0"8
6'0"8
20'6"8
1'6"
22'6"8
2'
1'6"
4"7 8"21'
8'0
"
7
9'0
"
3
(a)
A
B
C
D
E
F
G
H
I
JK
LM
8
12
8
12
3X6(B1T)
2X4
3X6
4X6(R)
6X6
6X10(SRS)
4X6
3X6
5X6
4X6
4X8
4X6(E5)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.;
Rt Slider: 2x4 DF-L Stud; block length = 2.072'
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1344 /- /- /529 /91 /192
H 1185 /- /- /445 /66 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
H Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 223 -1734
C - D 239 -1212
D - E 284 -1114
Chords Tens. Comp.
E - F 234 -1551
F - G 326 -2604
G - H 206 -1664
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1334 -112
M - L 1333 -113
L - K 1416 -36
Chords Tens. Comp.
K - J 2118 -227
J - I 1379 -146
I - H 1264 -140
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 212 0
C - L 154 -556
D - L 907 -215
L - E 172 -1304
K - E 1114 -36
Webs Tens. Comp.
K - F 207 -992
F - J 514 0
J - G 1084 -106
I - G 93 -820
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.093 K 999 240
VERT(CL): 0.139 K 999 180
HORZ(LL): 0.059 I - -
HORZ(TL): 0.089 I - -
Creep Factor: 2.0
Max TC CSI: 0.403
Max BC CSI: 0.388
Max Web CSI: 0.643
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A7
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 125996 / T39 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
W3
22'6"8
(J)Supporting Member: (2)
5'11"7
5'11"7
11'6"
5'6"9
13'
1'6"
19'0"8
6'0"8
20'6"8
1'6"
22'6"8
2'
5'11"7
5'11"7
11'6"
5'6"9
13'
1'6"
19'0"8
6'0"8
20'6"8
1'6"
22'6"8
2'
1'6"
4"7 8"21'
8'0
"
7
9'0
"
3
(a)
A
B
C
D
E
F
G
H
I
JK
LM
8
12
8
12
3X6(B1T)
2X4
3X6
4X6(R)
6X6
6X10(SRS)
4X6
3X6
5X6
4X6
4X8
4X6(E5)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.;
Rt Slider: 2x4 DF-L Stud; block length = 2.000'
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1341 /- /- /527 /92 /192
G 1178 /- /- /438 /70 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
G Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 226 -1728
C - D 240 -1204
Chords Tens. Comp.
D - E 241 -1204
E - F 227 -1613
F - G 293 -1697
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1329 -114
K - J 1328 -115
J - I 1286 -118
Chords Tens. Comp.
I - H 1286 -118
H - G 1288 -118
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 207 0
C - J 152 -554
D - J 716 -131
Webs Tens. Comp.
J - E 157 -503
E - H 199 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.071 F 999 240
VERT(CL): 0.106 F 999 180
HORZ(LL): -0.026 F - -
HORZ(TL): 0.038 F - -
Creep Factor: 2.0
Max TC CSI: 0.487
Max BC CSI: 0.290
Max Web CSI: 0.458
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A8
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 125994 / T51 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W3
22'6"8
(J)Supporting Member: (2)
5'11"7
5'11"7
11'6"
5'6"9
17'0"4
5'6"4
22'6"8
5'6"4
5'11"7
5'11"7
11'6"
5'6"9
17'0"4
5'6"4
22'6"8
5'6"41'6"
4"7 8"2
8'0
"
7
9'0
"
3
A
B
C
D
E
F
G
HIJK
8
12
3X6(B1T)
2X4
3X6
4X6
4X8 3X6
3X6
2X4
3X6
4X6(E5)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.;
Rt Slider: 2x4 DF-L Stud; block length = 2.000'
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1341 /- /- /527 /92 /192
G 1178 /- /- /438 /70 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
G Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 226 -1728
C - D 240 -1204
Chords Tens. Comp.
D - E 241 -1204
E - F 227 -1613
F - G 293 -1697
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1329 -114
K - J 1328 -115
J - I 1286 -118
Chords Tens. Comp.
I - H 1286 -118
H - G 1288 -118
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 207 0
C - J 152 -554
D - J 716 -131
Webs Tens. Comp.
J - E 157 -503
E - H 199 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.071 F 999 240
VERT(CL): 0.106 F 999 180
HORZ(LL): -0.026 F - -
HORZ(TL): 0.038 F - -
Creep Factor: 2.0
Max TC CSI: 0.487
Max BC CSI: 0.290
Max Web CSI: 0.458
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:A8
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 125994 / T51 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W3
22'6"8
(J)Supporting Member: (2)
5'11"7
5'11"7
11'6"
5'6"9
17'0"4
5'6"4
22'6"8
5'6"4
5'11"7
5'11"7
11'6"
5'6"9
17'0"4
5'6"4
22'6"8
5'6"41'6"
4"7 8"2
8'0
"
7
9'0
"
3
A
B
C
D
E
F
G
HIJK
8
12
3X6(B1T)
2X4
3X6
4X6
4X8 3X6
3X6
2X4
3X6
4X6(E5)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud;
Lt Wedge: 2x4 DF-L Stud;Rt Wedge: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at -1.66 to 89 plf at 8.00
TC: From 45 plf at 8.00 to 45 plf at 16.50
TC: From 89 plf at 16.50 to 89 plf at 26.16
BC: From 16 plf at 0.00 to 16 plf at 8.01
BC: From 8 plf at 8.01 to 8 plf at 16.49
BC: From 16 plf at 16.49 to 16 plf at 24.50
BC: 1162 lb Conc. Load at 8.01,16.49
BC: 418 lb Conc. Load at 10.06,12.06,12.44,14.44
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 3209 /- /- /- /415 /-
H 3209 /- /- /- /415 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 3.4
H Brg Width = 3.5 Min Req = 3.4
Bearings B & H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 -14
B - C 697 -5106
C - D 653 -4855
D - E 650 -4635
Chords Tens. Comp.
E - F 650 -4635
F - G 653 -4855
G - H 697 -5107
H - I 78 -14
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 4166 -562
M - L 3903 -525
L - K 3904 -525
Chords Tens. Comp.
K - J 3904 -525
J - H 4166 -562
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 36 -228
M - D 1455 -146
D - L 1177 -198
E - L 39 -233
Webs Tens. Comp.
L - F 1177 -198
F - J 1456 -147
J - G 36 -228
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.164 E 999 240
VERT(CL): 0.240 E 999 180
HORZ(LL): 0.051 J - -
HORZ(TL): 0.075 J - -
Creep Factor: 2.0
Max TC CSI: 0.741
Max BC CSI: 0.652
Max Web CSI: 0.487
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126072 / T6 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
24'6"
4'2"7
4'2"7
8'
3'9"9
12'3"
4'3"
16'6"
4'3"
20'3"9
3'9"9
24'6"
4'2"7
8'
8'
12'3"
4'3"
16'6"
4'3"
24'6"
8'1'6"1'6"
4"7
5'8
"
7
6'8
"
3
DT -1"4
A
B
C
D E F
G
H
IJKLM
8
12
4X12(B8RT)
2X4
4X8(R)
5X6
2X4
6X10 H0514
5X6
4X8(R)
2X4
4X12(B8RT)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud;
Lt Wedge: 2x4 DF-L Stud;Rt Wedge: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at -1.66 to 89 plf at 8.00
TC: From 45 plf at 8.00 to 45 plf at 16.50
TC: From 89 plf at 16.50 to 89 plf at 26.16
BC: From 16 plf at 0.00 to 16 plf at 8.01
BC: From 8 plf at 8.01 to 8 plf at 16.49
BC: From 16 plf at 16.49 to 16 plf at 24.50
BC: 1162 lb Conc. Load at 8.01,16.49
BC: 418 lb Conc. Load at 10.06,12.06,12.44,14.44
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 3209 /- /- /- /415 /-
H 3209 /- /- /- /415 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 3.4
H Brg Width = 3.5 Min Req = 3.4
Bearings B & H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 -14
B - C 697 -5106
C - D 653 -4855
D - E 650 -4635
Chords Tens. Comp.
E - F 650 -4635
F - G 653 -4855
G - H 697 -5107
H - I 78 -14
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 4166 -562
M - L 3903 -525
L - K 3904 -525
Chords Tens. Comp.
K - J 3904 -525
J - H 4166 -562
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 36 -228
M - D 1455 -146
D - L 1177 -198
E - L 39 -233
Webs Tens. Comp.
L - F 1177 -198
F - J 1456 -147
J - G 36 -228
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.164 E 999 240
VERT(CL): 0.240 E 999 180
HORZ(LL): 0.051 J - -
HORZ(TL): 0.075 J - -
Creep Factor: 2.0
Max TC CSI: 0.741
Max BC CSI: 0.652
Max Web CSI: 0.487
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126072 / T6 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
24'6"
4'2"7
4'2"7
8'
3'9"9
12'3"
4'3"
16'6"
4'3"
20'3"9
3'9"9
24'6"
4'2"7
8'
8'
12'3"
4'3"
16'6"
4'3"
24'6"
8'1'6"1'6"
4"7
5'8
"
7
6'8
"
3
DT -1"4
A
B
C
D E F
G
H
IJKLM
8
12
4X12(B8RT)
2X4
4X8(R)
5X6
2X4
6X10 H0514
5X6
4X8(R)
2X4
4X12(B8RT)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1436 /- /- /561 /101 /190
G 1436 /- /- /561 /101 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
G Brg Width = 3.5 Min Req = 1.5
Bearings B & G Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 289 -1886
C - D 269 -1516
D - E 264 -1151
Chords Tens. Comp.
E - F 267 -1509
F - G 289 -1885
G - H 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1480 -117
K - J 1149 0
Chords Tens. Comp.
J - I 1149 0
I - G 1480 -125
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 157 -397
K - D 356 -26
D - I 84 -79
Webs Tens. Comp.
E - I 350 -21
I - F 157 -399
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.056 K 999 240
VERT(CL): 0.082 K 999 180
HORZ(LL): 0.028 I - -
HORZ(TL): 0.042 I - -
Creep Factor: 2.0
Max TC CSI: 0.293
Max BC CSI: 0.413
Max Web CSI: 0.246
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126075 / T2 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W3
24'6"
5'2"7
5'2"7
10'
4'9"9
14'6"
4'6"
19'3"9
4'9"9
24'6"
5'2"7
10'
10'
14'6"
4'6"
24'6"
10'1'6"1'6"
4"7
7'0
"
7
8'0
"
3
DT -1"13
A
B
C
D E
F
G
HIJK
8
12
3X6(B1T)
2X4
3X6
4X6
3X6
4X6
4X8
2X4
3X6(B1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1436 /- /- /561 /101 /190
G 1436 /- /- /561 /101 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
G Brg Width = 3.5 Min Req = 1.5
Bearings B & G Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 289 -1886
C - D 269 -1516
D - E 264 -1151
Chords Tens. Comp.
E - F 267 -1509
F - G 289 -1885
G - H 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1480 -117
K - J 1149 0
Chords Tens. Comp.
J - I 1149 0
I - G 1480 -125
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 157 -397
K - D 356 -26
D - I 84 -79
Webs Tens. Comp.
E - I 350 -21
I - F 157 -399
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.056 K 999 240
VERT(CL): 0.082 K 999 180
HORZ(LL): 0.028 I - -
HORZ(TL): 0.042 I - -
Creep Factor: 2.0
Max TC CSI: 0.293
Max BC CSI: 0.413
Max Web CSI: 0.246
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126075 / T2 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W3
24'6"
5'2"7
5'2"7
10'
4'9"9
14'6"
4'6"
19'3"9
4'9"9
24'6"
5'2"7
10'
10'
14'6"
4'6"
24'6"
10'1'6"1'6"
4"7
7'0
"
7
8'0
"
3
DT -1"13
A
B
C
D E
F
G
HIJK
8
12
3X6(B1T)
2X4
3X6
4X6
3X6
4X6
4X8
2X4
3X6(B1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1436 /- /- /561 /93 /220
F 1436 /- /- /561 /93 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = 3.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 244 -1865
C - D 309 -1636
Chords Tens. Comp.
D - E 309 -1636
E - F 244 -1865
F - G 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1441 -71
J - I 961 0
Chords Tens. Comp.
I - H 961 0
H - F 1441 -77
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 198 -477
J - D 628 -112
Webs Tens. Comp.
D - H 628 -112
H - E 198 -477
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.057 J 999 240
VERT(CL): 0.084 J 999 180
HORZ(LL): 0.025 H - -
HORZ(TL): 0.038 H - -
Creep Factor: 2.0
Max TC CSI: 0.423
Max BC CSI: 0.399
Max Web CSI: 0.200
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126061 / T1 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
24'6"
6'3"15
6'3"15
12'
5'8"1
18'2"1
6'2"1
24'6"
6'3"15
8'3"10
8'3"10
16'2"6
7'10"12
24'6"
8'3"101'6"1'6"
4"7
8'4
"
7
9'4
"
3
A
B
C
D
E
F
GHIJ
8
12
3X6(B1T)
2X4
3X6 3X6
5X6(R)
3X6
2X4
3X6(B1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W2 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1436 /- /- /561 /93 /220
F 1436 /- /- /561 /93 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = 3.5 Min Req = 1.5
Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 244 -1865
C - D 309 -1636
Chords Tens. Comp.
D - E 309 -1636
E - F 244 -1865
F - G 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1441 -71
J - I 961 0
Chords Tens. Comp.
I - H 961 0
H - F 1441 -77
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 198 -477
J - D 628 -112
Webs Tens. Comp.
D - H 628 -112
H - E 198 -477
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.057 J 999 240
VERT(CL): 0.084 J 999 180
HORZ(LL): 0.025 H - -
HORZ(TL): 0.038 H - -
Creep Factor: 2.0
Max TC CSI: 0.423
Max BC CSI: 0.399
Max Web CSI: 0.200
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126061 / T1 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W2
W2
24'6"
6'3"15
6'3"15
12'
5'8"1
18'2"1
6'2"1
24'6"
6'3"15
8'3"10
8'3"10
16'2"6
7'10"12
24'6"
8'3"101'6"1'6"
4"7
8'4
"
7
9'4
"
3
A
B
C
D
E
F
GHIJ
8
12
3X6(B1T)
2X4
3X6 3X6
5X6(R)
3X6
2X4
3X6(B1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS; B2 2x8 DF-L SS;
Webs: 2x4 DF-L Stud; W7 2x4 DF-L #1&Bet.;
Rt Wedge: 2x10 DF-L SS;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at 0.00 to 89 plf at 24.50
BC: From 16 plf at 0.00 to 16 plf at 21.63
BC: From 8 plf at 21.63 to 8 plf at 24.50
BC: 6165 lb Conc. Load at 21.63
BC: 1209 lb Conc. Load at 22.44
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Bearing Block(s)
Brg blocks:0.131"x3", min. nails
brg x-loc #blocks length/blk #nails/blk wall plate
2 24.208' 1 12" 5 DF-L Standard
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information.
Additional Notes
The maximum concentrated load is 6166#
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 2079 /- /- /- /150 /-
T 7851 /- /- /- /659 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
T Brg Width = 3.5 Min Req = -
Bearings A & T Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 125 -1661
B - C 121 -1577
C - D 113 -1449
D - E 105 -1322
E - F 105 -1323
Chords Tens. Comp.
F - G 155 -1930
G - H 242 -2954
H - I 435 -5225
I - J 488 -5802
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - S 1350 -99
S - R 1350 -99
R - Q 1280 -95
Q - P 1167 -88
P - O 1533 -121
Chords Tens. Comp.
O - N 1534 -120
N - M 2341 -189
M - L 4225 -353
L - K 4764 -399
K - J 4827 -405
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - B 18 -24
B - R 6 -88
R - C 106 0
C - Q 14 -202
Q - D 155 0
D - P 14 -218
E - P 1284 -86
P - F 92 -1107
Webs Tens. Comp.
F - N 1224 -89
N - G 123 -1429
G - M 1655 -129
M - H 208 -2374
H - L 2571 -214
L - I 126 -1454
I - K 1854 -161
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.106 M 999 240
VERT(CL): 0.155 M 999 180
HORZ(LL): 0.030 D - -
HORZ(TL): 0.045 D - -
Creep Factor: 2.0
Max TC CSI: 0.841
Max BC CSI: 0.833
Max Web CSI: 0.860
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B4
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126093 / T21 / COMN
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
B2
W7
BL1
24'6"
3'6"10
3'6"10
6'5"7
2'10"12
9'4"3
2'10"12
12'3"
2'10"12
15'1"12
2'10"12
18'0"9
2'10"12
20'11"5
2'10"12
21'6"12
7"7
24'6"
2'11"4
3'6"10
3'6"10
6'5"7
2'10"12
9'4"3
2'10"12
12'3"
2'10"12
15'1"12
2'10"12
18'0"9
2'10"12
20'11"5
2'10"12
21'6"12
7"7
24'6"
2'11"4
4"7
8'6
"
7
A
B
C
D
E
F
G
H I
J
KLMNOPQRS T
8
12
3X6(A1)
2X4
3X6
3X6
3X6
3X6
3X6
4X6
4X8 6X6
4X6
4X6
5X6
5X6
6X10
6X10(R)
6X6
3X12
7X14(B7R)
2X4(BP)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS; B2 2x8 DF-L SS;
Webs: 2x4 DF-L Stud; W7 2x4 DF-L #1&Bet.;
Rt Wedge: 2x10 DF-L SS;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at 0.00 to 89 plf at 24.50
BC: From 16 plf at 0.00 to 16 plf at 21.63
BC: From 8 plf at 21.63 to 8 plf at 24.50
BC: 6165 lb Conc. Load at 21.63
BC: 1209 lb Conc. Load at 22.44
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Bearing Block(s)
Brg blocks:0.131"x3", min. nails
brg x-loc #blocks length/blk #nails/blk wall plate
2 24.208' 1 12" 5 DF-L Standard
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information.
Additional Notes
The maximum concentrated load is 6166#
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 2079 /- /- /- /150 /-
T 7851 /- /- /- /659 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
T Brg Width = 3.5 Min Req = -
Bearings A & T Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 125 -1661
B - C 121 -1577
C - D 113 -1449
D - E 105 -1322
E - F 105 -1323
Chords Tens. Comp.
F - G 155 -1930
G - H 242 -2954
H - I 435 -5225
I - J 488 -5802
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - S 1350 -99
S - R 1350 -99
R - Q 1280 -95
Q - P 1167 -88
P - O 1533 -121
Chords Tens. Comp.
O - N 1534 -120
N - M 2341 -189
M - L 4225 -353
L - K 4764 -399
K - J 4827 -405
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - B 18 -24
B - R 6 -88
R - C 106 0
C - Q 14 -202
Q - D 155 0
D - P 14 -218
E - P 1284 -86
P - F 92 -1107
Webs Tens. Comp.
F - N 1224 -89
N - G 123 -1429
G - M 1655 -129
M - H 208 -2374
H - L 2571 -214
L - I 126 -1454
I - K 1854 -161
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.106 M 999 240
VERT(CL): 0.155 M 999 180
HORZ(LL): 0.030 D - -
HORZ(TL): 0.045 D - -
Creep Factor: 2.0
Max TC CSI: 0.841
Max BC CSI: 0.833
Max Web CSI: 0.860
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B4
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126093 / T21 / COMN
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
B2
W7
BL1
24'6"
3'6"10
3'6"10
6'5"7
2'10"12
9'4"3
2'10"12
12'3"
2'10"12
15'1"12
2'10"12
18'0"9
2'10"12
20'11"5
2'10"12
21'6"12
7"7
24'6"
2'11"4
3'6"10
3'6"10
6'5"7
2'10"12
9'4"3
2'10"12
12'3"
2'10"12
15'1"12
2'10"12
18'0"9
2'10"12
20'11"5
2'10"12
21'6"12
7"7
24'6"
2'11"4
4"7
8'6
"
7
A
B
C
D
E
F
G
H I
J
KLMNOPQRS T
8
12
3X6(A1)
2X4
3X6
3X6
3X6
3X6
3X6
4X6
4X8 6X6
4X6
4X6
5X6
5X6
6X10
6X10(R)
6X6
3X12
7X14(B7R)
2X4(BP)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W4 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H 1024 /- /- /376 /60 /146
F 1024 /- /- /365 /63 /-
Wind reactions based on MWFRS
H Brg Width = 5.5 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 94 -155
B - C 198 -911
Chords Tens. Comp.
C - D 201 -894
D - E 107 -118
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 828 -118
Chords Tens. Comp.
G - F 723 -86
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - H 71 -213
H - B 138 -1080
B - G 167 -251
C - G 441 -98
Webs Tens. Comp.
G - D 134 -117
D - F 131 -1053
E - F 66 -181
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025 G 999 240
VERT(CL): 0.037 G 999 180
HORZ(LL): 0.015 E - -
HORZ(TL): 0.022 E - -
Creep Factor: 2.0
Max TC CSI: 0.316
Max BC CSI: 0.651
Max Web CSI: 0.923
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B5
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 126041 / T17 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W4
19'5"8
(J)Supporting Member: (2)
5'1"4
5'1"4
10'2"8
5'1"4
14'10"
4'7"8
19'5"8
4'7"8
10'2"8
10'2"8
19'5"8
9'3"
1'8
"
1
3
2'4
"
7
8'6
"
7
A
B
C
D
E
FGH
8
12
2X4
3X6(R)
3X6
4X6
4X8
3X6
2X4
3X6(R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W4 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H 1024 /- /- /376 /60 /146
F 1024 /- /- /365 /63 /-
Wind reactions based on MWFRS
H Brg Width = 5.5 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 94 -155
B - C 198 -911
Chords Tens. Comp.
C - D 201 -894
D - E 107 -118
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 828 -118
Chords Tens. Comp.
G - F 723 -86
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - H 71 -213
H - B 138 -1080
B - G 167 -251
C - G 441 -98
Webs Tens. Comp.
G - D 134 -117
D - F 131 -1053
E - F 66 -181
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025 G 999 240
VERT(CL): 0.037 G 999 180
HORZ(LL): 0.015 E - -
HORZ(TL): 0.022 E - -
Creep Factor: 2.0
Max TC CSI: 0.316
Max BC CSI: 0.651
Max Web CSI: 0.923
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:B5
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 126041 / T17 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W4
19'5"8
(J)Supporting Member: (2)
5'1"4
5'1"4
10'2"8
5'1"4
14'10"
4'7"8
19'5"8
4'7"8
10'2"8
10'2"8
19'5"8
9'3"
1'8
"
1
3
2'4
"
7
8'6
"
7
A
B
C
D
E
FGH
8
12
2X4
3X6(R)
3X6
4X6
4X8
3X6
2X4
3X6(R)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A* 2 /- /- /- /- /-
A Brg Width = 99.9 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 -1
B - C 1 -1
Chords Tens. Comp.
C - D 1 -1
D - E 1 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 0 0
H - G 0 0
Chords Tens. Comp.
G - F 0 0
F - E 0 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - H 0 -2
C - G 0 -1
Gables Tens. Comp.
F - D 0 -2
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: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 - - 240
VERT(CL): 0.000 F 999 180
HORZ(LL): 0.000 - - -
HORZ(TL): 0.000 F - -
Creep Factor: 2.0
Max TC CSI: 0.001
Max BC CSI: 0.001
Max Web CSI: 0.001
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:BFL1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126077 / T3 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
8'3"15
2'1"15 2'
(TYP)
3'10"15
3'10"15
8'3"15
4'4"15
8'3"15
8'3"15
0"4
4'8
"
1
1
A
B
C
D
E
FGH
14.42
12
2X4(D8R)
4X6
2X4(D8R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A* 2 /- /- /- /- /-
A Brg Width = 99.9 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 -1
B - C 1 -1
Chords Tens. Comp.
C - D 1 -1
D - E 1 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 0 0
H - G 0 0
Chords Tens. Comp.
G - F 0 0
F - E 0 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - H 0 -2
C - G 0 -1
Gables Tens. Comp.
F - D 0 -2
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: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 - - 240
VERT(CL): 0.000 F 999 180
HORZ(LL): 0.000 - - -
HORZ(TL): 0.000 F - -
Creep Factor: 2.0
Max TC CSI: 0.001
Max BC CSI: 0.001
Max Web CSI: 0.001
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:BFL1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126077 / T3 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
8'3"15
2'1"15 2'
(TYP)
3'10"15
3'10"15
8'3"15
4'4"15
8'3"15
8'3"15
0"4
4'8
"
1
1
A
B
C
D
E
FGH
14.42
12
2X4(D8R)
4X6
2X4(D8R)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H* 244 /- /- /71 /66 /23
Wind reactions based on MWFRS
H Brg Width = 132 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 0
B - C 36 -109
C - D 147 -78
D - E 149 -86
Chords Tens. Comp.
E - F 149 -86
F - G 147 -104
G - H 95 -135
H - I 156 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 224 -111
N - M 226 -112
M - L 233 -118
Chords Tens. Comp.
L - K 233 -118
K - J 226 -117
J - H 221 -116
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - N 67 -142
D - M 206 -441
E - L 0 -364
Gables Tens. Comp.
K - F 206 -441
J - G 67 -142
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 E 999 240
VERT(CL): 0.002 E 999 180
HORZ(LL): -0.002 N - -
HORZ(TL): 0.002 N - -
Creep Factor: 2.0
Max TC CSI: 0.409
Max BC CSI: 0.066
Max Web CSI: 0.050
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125966 / T36 / GABL
FROM: BF DRW:
... / ... 03/17/2020
11'
1'6"2'
(TYP)
5'6"
5'6"
11'
5'6"
11'
11'1'6"1'6"
4"7
4'0
"
7
5'0
"
3
A
B
C
D
E
F
G
H
I
JKLMN
8
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H* 244 /- /- /71 /66 /23
Wind reactions based on MWFRS
H Brg Width = 132 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 0
B - C 36 -109
C - D 147 -78
D - E 149 -86
Chords Tens. Comp.
E - F 149 -86
F - G 147 -104
G - H 95 -135
H - I 156 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 224 -111
N - M 226 -112
M - L 233 -118
Chords Tens. Comp.
L - K 233 -118
K - J 226 -117
J - H 221 -116
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - N 67 -142
D - M 206 -441
E - L 0 -364
Gables Tens. Comp.
K - F 206 -441
J - G 67 -142
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 E 999 240
VERT(CL): 0.002 E 999 180
HORZ(LL): -0.002 N - -
HORZ(TL): 0.002 N - -
Creep Factor: 2.0
Max TC CSI: 0.409
Max BC CSI: 0.066
Max Web CSI: 0.050
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:C1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125966 / T36 / GABL
FROM: BF DRW:
... / ... 03/17/2020
11'
1'6"2'
(TYP)
5'6"
5'6"
11'
5'6"
11'
11'1'6"1'6"
4"7
4'0
"
7
5'0
"
3
A
B
C
D
E
F
G
H
I
JKLMN
8
12
2X4(A1T)
4X6
2X4(A1T)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 732 /- /- /299 /56 /108
D 579 /- /- /217 /31 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
D Brg Width = 5.5 Min Req = 1.5
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 111 -697
Chords Tens. Comp.
C - D 108 -697
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 485 -11
Chords Tens. Comp.
E - D 485 -11
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 219 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.006 E 999 240
VERT(CL): 0.009 E 999 180
HORZ(LL): 0.005 E - -
HORZ(TL): 0.007 E - -
Creep Factor: 2.0
Max TC CSI: 0.291
Max BC CSI: 0.193
Max Web CSI: 0.067
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:C2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125967 / T31 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
11'
5'6"
5'6"
11'
5'6"
5'6"
5'6"
11'
5'6"1'6"
4"7
4'0
"
7
5'
0
"
3
A
B
C
D
E
8
12
2X4(A1T)
4X6(R)
2X4
2X4(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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 732 /- /- /299 /56 /108
D 579 /- /- /217 /31 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
D Brg Width = 5.5 Min Req = 1.5
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 111 -697
Chords Tens. Comp.
C - D 108 -697
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 485 -11
Chords Tens. Comp.
E - D 485 -11
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 219 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.006 E 999 240
VERT(CL): 0.009 E 999 180
HORZ(LL): 0.005 E - -
HORZ(TL): 0.007 E - -
Creep Factor: 2.0
Max TC CSI: 0.291
Max BC CSI: 0.193
Max Web CSI: 0.067
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:C2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125967 / T31 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
11'
5'6"
5'6"
11'
5'6"
5'6"
5'6"
11'
5'6"1'6"
4"7
4'0
"
7
5'
0
"
3
A
B
C
D
E
8
12
2X4(A1T)
4X6(R)
2X4
2X4(A1)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 994 /- /- /326 /303 /152
D 994 /- /- /326 /303 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 3.5 Min Req = 1.5
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 0
B - C 58 -1232
Chords Tens. Comp.
C - D 90 -1232
D - E 156 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 939 -133
Chords Tens. Comp.
F - D 939 -134
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - F 672 -70
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2012
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): 0.038 F 999 240
VERT(CL): 0.051 F 999 180
HORZ(LL): 0.038 F - -
HORZ(TL): 0.051 F - -
Creep Factor: 2.0
Max TC CSI: 0.416
Max BC CSI: 0.242
Max Web CSI: 0.145
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:D1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126007 / T19 / GABL
FROM: BF DRW:
... / ... 03/17/2020
7'6"
3'9"
3'9"
7'6"
3'9"
3"8
3"8
3'9"
3'5"8
7'2"8
3'5"8
7'6"
3"8
1'6"1'6"
4"7
1'5
"
5
2'1
0
"
7
3'
1
0
"
3
A
B
C
D
E
F
8
12
5
12
4X6
4X6(R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 994 /- /- /326 /303 /152
D 994 /- /- /326 /303 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 3.5 Min Req = 1.5
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 0
B - C 58 -1232
Chords Tens. Comp.
C - D 90 -1232
D - E 156 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 939 -133
Chords Tens. Comp.
F - D 939 -134
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - F 672 -70
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2012
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): 0.038 F 999 240
VERT(CL): 0.051 F 999 180
HORZ(LL): 0.038 F - -
HORZ(TL): 0.051 F - -
Creep Factor: 2.0
Max TC CSI: 0.416
Max BC CSI: 0.242
Max Web CSI: 0.145
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:D1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126007 / T19 / GABL
FROM: BF DRW:
... / ... 03/17/2020
7'6"
3'9"
3'9"
7'6"
3'9"
3"8
3"8
3'9"
3'5"8
7'2"8
3'5"8
7'6"
3"8
1'6"1'6"
4"7
1'5
"
5
2'1
0
"
7
3'
1
0
"
3
A
B
C
D
E
F
8
12
5
12
4X6
4X6(R)
D2T4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 559 /- /- /234 /41 /99
D 559 /- /- /234 /41 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 3.5 Min Req = 1.5
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 11 -871
Chords Tens. Comp.
C - D 32 -871
D - E 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 725 -65
Chords Tens. Comp.
F - D 725 -65
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 597 -16
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2012
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): 0.020 F 999 240
VERT(CL): 0.030 F 999 180
HORZ(LL): 0.020 F - -
HORZ(TL): 0.031 F - -
Creep Factor: 2.0
Max TC CSI: 0.194
Max BC CSI: 0.149
Max Web CSI: 0.200
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:D2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125965 / T4 / COMN
FROM: BF DRW:
... / ... 03/17/2020
7'6"
3'9"
3'9"
7'6"
3'9"
3"8
3"8
3'9"
3'5"8
7'2"8
3'5"8
7'6"
3"8
1'6"1'6"
4"7
1'5
"
5
2'1
0
"
7
3'
1
0
"
3
A
B
C
D
E
F
8
12
5
12
2X4(A1T)
4X6
4X6(R)
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 559 /- /- /234 /41 /99
D 559 /- /- /234 /41 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
D Brg Width = 3.5 Min Req = 1.5
Bearings B & D Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 11 -871
Chords Tens. Comp.
C - D 32 -871
D - E 78 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 725 -65
Chords Tens. Comp.
F - D 725 -65
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 597 -16
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2012
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): 0.020 F 999 240
VERT(CL): 0.030 F 999 180
HORZ(LL): 0.020 F - -
HORZ(TL): 0.031 F - -
Creep Factor: 2.0
Max TC CSI: 0.194
Max BC CSI: 0.149
Max Web CSI: 0.200
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:D2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 125965 / T4 / COMN
FROM: BF DRW:
... / ... 03/17/2020
7'6"
3'9"
3'9"
7'6"
3'9"
3"8
3"8
3'9"
3'5"8
7'2"8
3'5"8
7'6"
3"8
1'6"1'6"
4"7
1'5
"
5
2'1
0
"
7
3'
1
0
"
3
A
B
C
D
E
F
8
12
5
12
2X4(A1T)
4X6
4X6(R)
2X4(A1T)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 400 /- /- /149 /24 /56
C 400 /- /- /149 /24 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 3.5 Min Req = 1.5
Bearings A & C Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 105 -871
Chords Tens. Comp.
B - C 105 -871
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 725 -38
Chords Tens. Comp.
D - C 725 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 597 -7
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2012
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): 0.021 D 999 240
VERT(CL): 0.030 D 999 180
HORZ(LL): 0.021 D - -
HORZ(TL): 0.031 D - -
Creep Factor: 2.0
Max TC CSI: 0.114
Max BC CSI: 0.139
Max Web CSI: 0.200
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:D3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126005 / T25 / COMN
FROM: BF DRW:
... / ... 03/17/2020
7'6"
3'9"
3'9"
7'6"
3'9"
3"8
3"8
3'9"
3'5"8
7'2"8
3'5"8
7'6"
3"8
4"7
1'5
"
5
2'1
0
"
7
A
B
C
D
8
12
5
12
2X4(A1)
4X6
4X6(R)
2X4(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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-12 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 400 /- /- /149 /24 /56
C 400 /- /- /149 /24 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req = 1.5
C Brg Width = 3.5 Min Req = 1.5
Bearings A & C Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 105 -871
Chords Tens. Comp.
B - C 105 -871
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 725 -38
Chords Tens. Comp.
D - C 725 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 597 -7
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2012
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): 0.021 D 999 240
VERT(CL): 0.030 D 999 180
HORZ(LL): 0.021 D - -
HORZ(TL): 0.031 D - -
Creep Factor: 2.0
Max TC CSI: 0.114
Max BC CSI: 0.139
Max Web CSI: 0.200
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:D3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126005 / T25 / COMN
FROM: BF DRW:
... / ... 03/17/2020
7'6"
3'9"
3'9"
7'6"
3'9"
3"8
3"8
3'9"
3'5"8
7'2"8
3'5"8
7'6"
3"8
4"7
1'5
"
5
2'1
0
"
7
A
B
C
D
8
12
5
12
2X4(A1)
4X6
4X6(R)
2X4(A1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W3,W7 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 89 plf at -1.66 to 89 plf at 6.00
TC: From 45 plf at 6.00 to 45 plf at 16.00
TC: From 89 plf at 16.00 to 89 plf at 34.00
BC: From 16 plf at 0.00 to 16 plf at 6.01
BC: From 8 plf at 6.01 to 8 plf at 14.06
BC: From 16 plf at 14.06 to 16 plf at 34.00
BC: 678 lb Conc. Load at 6.01
BC: 312 lb Conc. Load at 8.06,10.06,12.06,14.06
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1359 /- /- /- /155 /-
N 3016 /- /- /- /323 /-
J 856 /- /- /- /45 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
N Brg Width = 5.5 Min Req = 2.8
J Brg Width = - Min Req = -
Bearings B & N Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 -14
B - C 255 -2053
C - D 228 -1894
D - E 181 -1520
E - F 637 -61
Chords Tens. Comp.
F - G 637 -61
G - H 74 -575
H - I 53 -1102
I - J 82 -1265
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1634 -196
O - N 22 -245
N - M 568 -79
Chords Tens. Comp.
M - L 568 -79
L - K 880 -43
K - J 999 -58
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 28 -124
O - D 684 -61
O - E 1796 -204
E - N 175 -1301
N - G 82 -1382
Webs Tens. Comp.
G - L 275 0
L - H 47 -391
H - K 278 0
K - I 23 -124
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.039 O 999 240
VERT(CL): 0.060 O 999 180
HORZ(LL): 0.012 C - -
HORZ(TL): 0.018 C - -
Creep Factor: 2.0
Max TC CSI: 0.905
Max BC CSI: 0.667
Max Web CSI: 0.436
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126048 / T20 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W3 W7
14'9"4 19'2"12
(J)Supporting Member: (2)
3'0"2
3'0"2
6'
2'11"14
13'4"
7'4"
20'8"
7'4"
28'
7'4"
30'11"14
2'11"14
34'
3'0"2
6'
6'
14'9"4
8'9"4
20'8"
5'10"12
28'
7'4"
34'
6'1'6"
4"7
4'4
"
7
5'4
"
3
(a)(a)
DT -1"4
A
B
C
D E F G H
I
J
KLMNO
8
12
3X6(A1T)
2X4
6X10
4X6(R)
4X6
3X6
3X6
4X6
3X6
3X6
5X6(R)
3X6
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W3,W7 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 89 plf at -1.66 to 89 plf at 6.00
TC: From 45 plf at 6.00 to 45 plf at 16.00
TC: From 89 plf at 16.00 to 89 plf at 34.00
BC: From 16 plf at 0.00 to 16 plf at 6.01
BC: From 8 plf at 6.01 to 8 plf at 14.06
BC: From 16 plf at 14.06 to 16 plf at 34.00
BC: 678 lb Conc. Load at 6.01
BC: 312 lb Conc. Load at 8.06,10.06,12.06,14.06
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1359 /- /- /- /155 /-
N 3016 /- /- /- /323 /-
J 856 /- /- /- /45 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
N Brg Width = 5.5 Min Req = 2.8
J Brg Width = - Min Req = -
Bearings B & N Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 -14
B - C 255 -2053
C - D 228 -1894
D - E 181 -1520
E - F 637 -61
Chords Tens. Comp.
F - G 637 -61
G - H 74 -575
H - I 53 -1102
I - J 82 -1265
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1634 -196
O - N 22 -245
N - M 568 -79
Chords Tens. Comp.
M - L 568 -79
L - K 880 -43
K - J 999 -58
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 28 -124
O - D 684 -61
O - E 1796 -204
E - N 175 -1301
N - G 82 -1382
Webs Tens. Comp.
G - L 275 0
L - H 47 -391
H - K 278 0
K - I 23 -124
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.039 O 999 240
VERT(CL): 0.060 O 999 180
HORZ(LL): 0.012 C - -
HORZ(TL): 0.018 C - -
Creep Factor: 2.0
Max TC CSI: 0.905
Max BC CSI: 0.667
Max Web CSI: 0.436
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126048 / T20 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W3 W7
14'9"4 19'2"12
(J)Supporting Member: (2)
3'0"2
3'0"2
6'
2'11"14
13'4"
7'4"
20'8"
7'4"
28'
7'4"
30'11"14
2'11"14
34'
3'0"2
6'
6'
14'9"4
8'9"4
20'8"
5'10"12
28'
7'4"
34'
6'1'6"
4"7
4'4
"
7
5'4
"
3
(a)(a)
DT -1"4
A
B
C
D E F G H
I
J
KLMNO
8
12
3X6(A1T)
2X4
6X10
4X6(R)
4X6
3X6
3X6
4X6
3X6
3X6
5X6(R)
3X6
2X4
3X6(A1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3,W7 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 943 /- /- /380 /85 /148
K 2365 /- /- /805 /137 /-
I 647 /-46 /- /246 /46 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
K Brg Width = 5.5 Min Req = 2.1
I Brg Width = - Min Req = -
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 215 -1686
C - D 344 -1547
D - E 221 -1151
Chords Tens. Comp.
E - F 910 0
F - G 251 -385
G - H 322 -537
H - I 247 -829
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1354 -91
M - L 153 -68
L - K 125 -51
Chords Tens. Comp.
K - J 132 -723
J - I 622 -176
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 250 -427
M - D 615 -171
M - E 1117 -72
L - E 194 0
E - K 210 -1418
Webs Tens. Comp.
K - F 234 -1226
F - J 1032 -105
G - J 67 -363
J - H 130 -327
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.056 C 999 240
VERT(CL): 0.089 C 999 180
HORZ(LL): 0.034 K - -
HORZ(TL): 0.056 K - -
Creep Factor: 2.0
Max TC CSI: 0.630
Max BC CSI: 0.320
Max Web CSI: 0.650
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126025 / T15 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W3
W7
19'3"4 14'8"12
(J)Supporting Member: (2)
8'
8'
14'6"8
6'6"8
20'3"4
5'8"12
26'
5'8"12
29'9"9
3'9"9
34'
4'2"7
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'3"4
4'8"12
26'
6'8"12
34'
8'1'6"
4"7
2'
4
"
3
5'8
"
7
6'8
"
3
(a)
DT -1"13
A
B
C D E F G
H
I
JKL
M
8
12
4
12
3X6(F2T)
2X4
7X14
5X6(R)
5X6
4X8
3X6
4X6 4X6(R)
4X8
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W3,W7 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 943 /- /- /380 /85 /148
K 2365 /- /- /805 /137 /-
I 647 /-46 /- /246 /46 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
K Brg Width = 5.5 Min Req = 2.1
I Brg Width = - Min Req = -
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 215 -1686
C - D 344 -1547
D - E 221 -1151
Chords Tens. Comp.
E - F 910 0
F - G 251 -385
G - H 322 -537
H - I 247 -829
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1354 -91
M - L 153 -68
L - K 125 -51
Chords Tens. Comp.
K - J 132 -723
J - I 622 -176
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 250 -427
M - D 615 -171
M - E 1117 -72
L - E 194 0
E - K 210 -1418
Webs Tens. Comp.
K - F 234 -1226
F - J 1032 -105
G - J 67 -363
J - H 130 -327
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.056 C 999 240
VERT(CL): 0.089 C 999 180
HORZ(LL): 0.034 K - -
HORZ(TL): 0.056 K - -
Creep Factor: 2.0
Max TC CSI: 0.630
Max BC CSI: 0.320
Max Web CSI: 0.650
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126025 / T15 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W3
W7
19'3"4 14'8"12
(J)Supporting Member: (2)
8'
8'
14'6"8
6'6"8
20'3"4
5'8"12
26'
5'8"12
29'9"9
3'9"9
34'
4'2"7
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'3"4
4'8"12
26'
6'8"12
34'
8'1'6"
4"7
2'
4
"
3
5'8
"
7
6'8
"
3
(a)
DT -1"13
A
B
C D E F G
H
I
JKL
M
8
12
4
12
3X6(F2T)
2X4
7X14
5X6(R)
5X6
4X8
3X6
4X6 4X6(R)
4X8
2X4
3X6(B1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W4,W6 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 917 /- /- /369 /79 /178
K 2470 /- /- /868 /144 /-
I 615 /-99 /- /254 /67 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
K Brg Width = 5.5 Min Req = 2.3
I Brg Width = - Min Req = -
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 178 -1573
C - D 209 -756
D - E 145 -57
Chords Tens. Comp.
E - F 840 0
F - G 842 0
G - H 478 -333
H - I 383 -728
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1250 -89
N - M 1217 -78
M - L 519 -29
Chords Tens. Comp.
L - K 94 -100
K - J 137 -396
J - I 532 -281
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 880 0
C - M 189 -1172
M - D 821 -93
D - L 38 -813
L - E 623 -3
Webs Tens. Comp.
E - K 176 -1297
K - G 113 -1096
F - K 141 -443
G - J 437 -34
J - H 188 -485
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053 N 999 240
VERT(CL): 0.087 N 999 180
HORZ(LL): 0.035 J - -
HORZ(TL): 0.058 L - -
Creep Factor: 2.0
Max TC CSI: 0.606
Max BC CSI: 0.385
Max Web CSI: 0.960
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126023 / T35 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W4 W6
W6
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
10'
2'6"
14'6"8
4'6"8
19'5"
4'10"8
24'
4'7"
28'9"9
4'9"9
34'
5'2"7
5"8
5"8
7'6"
7'0"8
10'
2'6"
14'6"8
4'6"8
19'5"
4'10"8
24'
4'7"
34'
10'1'6"
4"7
2'4
"
3
7'0
"
7
8'0
"
3
(a)
DT -1"13
A
B
C
D E F G
H
I
JKL
M
N
8
12
4
12
3X6(F2T)
5X6
3X6
3X6
5X6
5X6
3X6 2X4
4X8
5X6
3X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W4,W6 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 917 /- /- /369 /79 /178
K 2470 /- /- /868 /144 /-
I 615 /-99 /- /254 /67 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
K Brg Width = 5.5 Min Req = 2.3
I Brg Width = - Min Req = -
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 178 -1573
C - D 209 -756
D - E 145 -57
Chords Tens. Comp.
E - F 840 0
F - G 842 0
G - H 478 -333
H - I 383 -728
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1250 -89
N - M 1217 -78
M - L 519 -29
Chords Tens. Comp.
L - K 94 -100
K - J 137 -396
J - I 532 -281
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 880 0
C - M 189 -1172
M - D 821 -93
D - L 38 -813
L - E 623 -3
Webs Tens. Comp.
E - K 176 -1297
K - G 113 -1096
F - K 141 -443
G - J 437 -34
J - H 188 -485
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053 N 999 240
VERT(CL): 0.087 N 999 180
HORZ(LL): 0.035 J - -
HORZ(TL): 0.058 L - -
Creep Factor: 2.0
Max TC CSI: 0.606
Max BC CSI: 0.385
Max Web CSI: 0.960
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126023 / T35 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W4 W6
W6
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
10'
2'6"
14'6"8
4'6"8
19'5"
4'10"8
24'
4'7"
28'9"9
4'9"9
34'
5'2"7
5"8
5"8
7'6"
7'0"8
10'
2'6"
14'6"8
4'6"8
19'5"
4'10"8
24'
4'7"
34'
10'1'6"
4"7
2'4
"
3
7'0
"
7
8'0
"
3
(a)
DT -1"13
A
B
C
D E F G
H
I
JKL
M
N
8
12
4
12
3X6(F2T)
5X6
3X6
3X6
5X6
5X6
3X6 2X4
4X8
5X6
3X6
2X4
3X6(B1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W4,W5,W6,W7,
W8 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 879 /- /- /339 /86 /208
K 2521 /- /- /950 /116 /-
H 612 /-130 /- /257 /98 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
K Brg Width = 5.5 Min Req = 2.3
H Brg Width = - Min Req = -
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 197 -1464
C - D 194 -389
D - E 189 -51
Chords Tens. Comp.
E - F 820 0
F - G 622 -148
G - H 417 -727
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1158 -135
N - M 1129 -128
M - L 185 -59
L - K 96 -114
Chords Tens. Comp.
K - J 148 -509
J - I 501 -314
I - H 503 -312
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 835 -18
C - M 208 -1216
M - D 609 -66
D - L 41 -635
L - E 617 0
Webs Tens. Comp.
E - K 215 -1442
K - F 162 -1240
F - J 450 -73
J - G 192 -679
G - I 242 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053 N 999 240
VERT(CL): 0.085 N 999 180
HORZ(LL): 0.034 L - -
HORZ(TL): 0.056 L - -
Creep Factor: 2.0
Max TC CSI: 0.827
Max BC CSI: 0.320
Max Web CSI: 0.765
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126021 / T22 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W4
W5
W6
W7
W8
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
12'
4'6"
14'6"8
2'6"8
22'
7'5"8
27'9"9
5'9"9
34'
6'2"7
5"8
5"8
7'6"
7'0"8
12'
4'6"
14'6"8
2'6"8
19'3"4
4'8"12
22'
2'8"12
27'9"9
5'9"9
34'
6'2"71'6"
4"7
2'4
"
3
8'4
"
7
9'4
"
3
(a)(a)(a)
DT -1"13
A
B
C
D E F
G
H
IJKL
M
N
8
12
4
12
3X6(F2T)
5X6
3X6
3X6
5X6
5X6
4X6
3X6
5X6
3X6
3X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; W4,W5,W6,W7,
W8 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 879 /- /- /339 /86 /208
K 2521 /- /- /950 /116 /-
H 612 /-130 /- /257 /98 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
K Brg Width = 5.5 Min Req = 2.3
H Brg Width = - Min Req = -
Bearings B & K Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 197 -1464
C - D 194 -389
D - E 189 -51
Chords Tens. Comp.
E - F 820 0
F - G 622 -148
G - H 417 -727
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1158 -135
N - M 1129 -128
M - L 185 -59
L - K 96 -114
Chords Tens. Comp.
K - J 148 -509
J - I 501 -314
I - H 503 -312
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 835 -18
C - M 208 -1216
M - D 609 -66
D - L 41 -635
L - E 617 0
Webs Tens. Comp.
E - K 215 -1442
K - F 162 -1240
F - J 450 -73
J - G 192 -679
G - I 242 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053 N 999 240
VERT(CL): 0.085 N 999 180
HORZ(LL): 0.034 L - -
HORZ(TL): 0.056 L - -
Creep Factor: 2.0
Max TC CSI: 0.827
Max BC CSI: 0.320
Max Web CSI: 0.765
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E4
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126021 / T22 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W4
W5
W6
W7
W8
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
12'
4'6"
14'6"8
2'6"8
22'
7'5"8
27'9"9
5'9"9
34'
6'2"7
5"8
5"8
7'6"
7'0"8
12'
4'6"
14'6"8
2'6"8
19'3"4
4'8"12
22'
2'8"12
27'9"9
5'9"9
34'
6'2"71'6"
4"7
2'4
"
3
8'4
"
7
9'4
"
3
(a)(a)(a)
DT -1"13
A
B
C
D E F
G
H
IJKL
M
N
8
12
4
12
3X6(F2T)
5X6
3X6
3X6
5X6
5X6
4X6
3X6
5X6
3X6
3X6
2X4
3X6(B1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W7 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Negative reaction(s) of -223# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 807 /- /- /294 /74 /237
I 2680 /- /- /1067 /136 /-
G 586 /-223 /- /248 /130 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
I Brg Width = 5.5 Min Req = 2.5
G Brg Width = - Min Req = -
Bearings B & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 146 -1284
C - D 345 -1296
Chords Tens. Comp.
D - E 818 -16
E - F 596 -667
F - G 611 -639
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1013 -147
K - J 184 -202
J - I 164 -166
Chords Tens. Comp.
I - H 224 -706
H - G 418 -468
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 296 -694
K - D 1511 -246
D - J 225 0
D - I 161 -1325
Webs Tens. Comp.
I - E 248 -1440
E - H 1083 -293
H - F 303 -723
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.060 C 999 240
VERT(CL): 0.096 C 999 180
HORZ(LL): 0.036 C - -
HORZ(TL): 0.057 C - -
Creep Factor: 2.0
Max TC CSI: 0.768
Max BC CSI: 0.312
Max Web CSI: 0.536
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E5
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126019 / T23 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W1
W7
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
14'
6'6"
20'
6'
26'9"9
6'9"9
34'
7'2"7
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'3"4
4'8"12
26'9"9
7'6"5
34'
7'2"71'6"
4"7
2'4
"
3
9'8
"
7
10
'
8
"
3
(a)(a)
DT -1"13
A
B
C
D E
F
G
HIJ
K
8
12
4
12
3X6(F2T)
2X4
5X8
6X10
5X6 3X6
5X6
4X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W7 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Negative reaction(s) of -223# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 807 /- /- /294 /74 /237
I 2680 /- /- /1067 /136 /-
G 586 /-223 /- /248 /130 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
I Brg Width = 5.5 Min Req = 2.5
G Brg Width = - Min Req = -
Bearings B & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 146 -1284
C - D 345 -1296
Chords Tens. Comp.
D - E 818 -16
E - F 596 -667
F - G 611 -639
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1013 -147
K - J 184 -202
J - I 164 -166
Chords Tens. Comp.
I - H 224 -706
H - G 418 -468
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 296 -694
K - D 1511 -246
D - J 225 0
D - I 161 -1325
Webs Tens. Comp.
I - E 248 -1440
E - H 1083 -293
H - F 303 -723
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.060 C 999 240
VERT(CL): 0.096 C 999 180
HORZ(LL): 0.036 C - -
HORZ(TL): 0.057 C - -
Creep Factor: 2.0
Max TC CSI: 0.768
Max BC CSI: 0.312
Max Web CSI: 0.536
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E5
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126019 / T23 / HIPS
FROM: BF DRW:
... / ... 03/17/2020
W1
W7
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
14'
6'6"
20'
6'
26'9"9
6'9"9
34'
7'2"7
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'3"4
4'8"12
26'9"9
7'6"5
34'
7'2"71'6"
4"7
2'4
"
3
9'8
"
7
10
'
8
"
3
(a)(a)
DT -1"13
A
B
C
D E
F
G
HIJ
K
8
12
4
12
3X6(F2T)
2X4
5X8
6X10
5X6 3X6
5X6
4X6
2X4
3X6(B1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W7 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 932 /- /- /344 /68 /245
I 2340 /- /- /967 /- /-
G 685 /-76 /- /297 /104 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
I Brg Width = 5.5 Min Req = 2.1
G Brg Width = - Min Req = -
Bearings B & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 141 -1659
C - D 345 -1662
Chords Tens. Comp.
D - E 495 -48
E - F 376 -798
F - G 379 -784
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1334 -119
K - J 190 -65
J - I 168 -47
Chords Tens. Comp.
I - H 368 -915
H - G 531 -275
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 300 -668
K - D 1683 -248
D - J 252 -8
D - I 52 -1249
Webs Tens. Comp.
I - E 112 -1196
E - H 1010 -290
H - F 305 -701
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.099 C 999 240
VERT(CL): 0.141 C 999 180
HORZ(LL): 0.057 C - -
HORZ(TL): 0.086 C - -
Creep Factor: 2.0
Max TC CSI: 0.633
Max BC CSI: 0.569
Max Web CSI: 0.569
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E6
Ply: 1
Qty: 4
Wgt: 0.0 lbs
SEQN: 126017 / T43 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W1
W7
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
26'6"11
7'0"7
34'
7'5"5
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'3"4
4'8"12
26'6"11
7'3"7
34'
7'5"51'6"
4"7
2'
4
"
3
10
'
0
"
4
11
'
(a)(a)
A
B
C
D E
F
G
HIJ
K
8
12
4
12
3X6(F2T)
2X4
6X10
8X8
5X6 3X6
SS0607
3X6
2X4
3X6(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W7 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Shim all supports to solid bearing.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 932 /- /- /344 /68 /245
I 2340 /- /- /967 /- /-
G 685 /-76 /- /297 /104 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
I Brg Width = 5.5 Min Req = 2.1
G Brg Width = - Min Req = -
Bearings B & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 141 -1659
C - D 345 -1662
Chords Tens. Comp.
D - E 495 -48
E - F 376 -798
F - G 379 -784
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1334 -119
K - J 190 -65
J - I 168 -47
Chords Tens. Comp.
I - H 368 -915
H - G 531 -275
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 300 -668
K - D 1683 -248
D - J 252 -8
D - I 52 -1249
Webs Tens. Comp.
I - E 112 -1196
E - H 1010 -290
H - F 305 -701
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.099 C 999 240
VERT(CL): 0.141 C 999 180
HORZ(LL): 0.057 C - -
HORZ(TL): 0.086 C - -
Creep Factor: 2.0
Max TC CSI: 0.633
Max BC CSI: 0.569
Max Web CSI: 0.569
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E6
Ply: 1
Qty: 4
Wgt: 0.0 lbs
SEQN: 126017 / T43 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W1
W7
19'3"4 14'8"12
(J)Supporting Member: (2)
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
26'6"11
7'0"7
34'
7'5"5
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'3"4
4'8"12
26'6"11
7'3"7
34'
7'5"51'6"
4"7
2'
4
"
3
10
'
0
"
4
11
'
(a)(a)
A
B
C
D E
F
G
HIJ
K
8
12
4
12
3X6(F2T)
2X4
6X10
8X8
5X6 3X6
SS0607
3X6
2X4
3X6(B1)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x4 DF-L #1&Bet.;
B1 2x4 DF-L 2400f-2.0E;
Webs: 2x4 DF-L #1&Bet.; W1,W7,W8,
W9 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1832 /- /- /720 /124 /262
J 2064 /- /- /837 /130 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.7
J Brg Width = 5.5 Min Req = 1.8
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 468 -4493
C - D 662 -4457
D - E 349 -1381
Chords Tens. Comp.
E - F 339 -1760
F - G 264 -1901
G - H 519 -215
H - I 79 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 3774 -269
N - M 1471 -4
M - L 1314 0
Chords Tens. Comp.
L - K 1508 -71
K - J 248 -362
J - H 256 -399
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 286 -597
N - D 3163 -376
D - M 143 -471
M - E 179 -99
E - L 273 -13
Webs Tens. Comp.
L - F 124 -242
F - K 150 -425
K - G 1726 -269
G - J 378 -1980
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.309 C 999 240
VERT(CL): 0.464 C 818 180
HORZ(LL): 0.181 J - -
HORZ(TL): 0.273 J - -
Creep Factor: 2.0
Max TC CSI: 0.848
Max BC CSI: 0.710
Max Web CSI: 0.578
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E7
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126011 / T45 / COMN
FROM: BF DRW:
... / ... 03/17/2020
T1
B1
W1
W7
W8 W9
32'2'
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
26'6"11
7'0"7
31'9"4
5'2"9
34'
2'2"12
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'6"5
4'11"13
26'6"11
7'0"7
31'9"4
5'2"9
34'
2'2"121'6"
1'6"
4"7
2'4
"
3
10
'
0
"
4
11
'
(a)
(a)
A
B
C
D E
F
G
H
IJKLM
N
8
12
4
12
4X8(F2T)
2X4
H0612
6X10
5X8
6X6
3X6
3X6
4X6
5X6
3X6
3X6(B1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x4 DF-L #1&Bet.;
B1 2x4 DF-L 2400f-2.0E;
Webs: 2x4 DF-L #1&Bet.; W1,W7,W8,
W9 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1832 /- /- /720 /124 /262
J 2064 /- /- /837 /130 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.7
J Brg Width = 5.5 Min Req = 1.8
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 468 -4493
C - D 662 -4457
D - E 349 -1381
Chords Tens. Comp.
E - F 339 -1760
F - G 264 -1901
G - H 519 -215
H - I 79 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 3774 -269
N - M 1471 -4
M - L 1314 0
Chords Tens. Comp.
L - K 1508 -71
K - J 248 -362
J - H 256 -399
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 286 -597
N - D 3163 -376
D - M 143 -471
M - E 179 -99
E - L 273 -13
Webs Tens. Comp.
L - F 124 -242
F - K 150 -425
K - G 1726 -269
G - J 378 -1980
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.309 C 999 240
VERT(CL): 0.464 C 818 180
HORZ(LL): 0.181 J - -
HORZ(TL): 0.273 J - -
Creep Factor: 2.0
Max TC CSI: 0.848
Max BC CSI: 0.710
Max Web CSI: 0.578
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E7
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126011 / T45 / COMN
FROM: BF DRW:
... / ... 03/17/2020
T1
B1
W1
W7
W8 W9
32'2'
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
26'6"11
7'0"7
31'9"4
5'2"9
34'
2'2"12
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'6"5
4'11"13
26'6"11
7'0"7
31'9"4
5'2"9
34'
2'2"121'6"
1'6"
4"7
2'4
"
3
10
'
0
"
4
11
'
(a)
(a)
A
B
C
D E
F
G
H
IJKLM
N
8
12
4
12
4X8(F2T)
2X4
H0612
6X10
5X8
6X6
3X6
3X6
4X6
5X6
3X6
3X6(B1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x4 DF-L #1&Bet.;
B1 2x4 DF-L 2400f-2.0E;
Webs: 2x4 DF-L #1&Bet.; W1,W7,W8,
W9 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1854 /- /- /728 /125 /262
J 2038 /- /- /819 /131 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.7
J Brg Width = 7.8 Min Req = 2.2
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 480 -4564
C - D 673 -4527
D - E 354 -1414
Chords Tens. Comp.
E - F 348 -1814
F - G 285 -2063
G - H 460 -204
H - I 79 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 3835 -279
N - M 1505 0
M - L 1358 0
Chords Tens. Comp.
L - K 1626 -90
K - J 235 -318
J - H 245 -359
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 285 -595
N - D 3199 -382
D - M 145 -458
M - E 171 -104
E - L 303 -22
Webs Tens. Comp.
L - F 139 -333
F - K 133 -314
K - G 1744 -266
G - J 373 -1945
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.317 C 999 240
VERT(CL): 0.475 C 809 180
HORZ(LL): 0.185 J - -
HORZ(TL): 0.279 J - -
Creep Factor: 2.0
Max TC CSI: 0.865
Max BC CSI: 0.724
Max Web CSI: 0.584
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E8
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126013 / T42 / COMN
FROM: BF DRW:
... / ... 03/17/2020
T1
B1
W1
W7
W8 W9
32'6"1'6"
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
26'6"11
7'0"7
32'2"2
5'7"6
34'
1'9"14
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'6"5
4'11"13
26'6"11
7'0"7
32'2"2
5'7"6
34'
1'9"141'6"
1'6"
4"7
2'4
"
3
10
'
0
"
4
11
'
(a)
(a)
A
B
C
D E
F
G
H
IJKLM
N
8
12
4
12
4X8(F2T)
2X4
H0612
6X10
5X8
6X6
3X6
3X6
5X6
5X6
3X6
3X6(B1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x4 DF-L #1&Bet.;
B1 2x4 DF-L 2400f-2.0E;
Webs: 2x4 DF-L #1&Bet.; W1,W7,W8,
W9 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1854 /- /- /728 /125 /262
J 2038 /- /- /819 /131 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.7
J Brg Width = 7.8 Min Req = 2.2
Bearings B & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 480 -4564
C - D 673 -4527
D - E 354 -1414
Chords Tens. Comp.
E - F 348 -1814
F - G 285 -2063
G - H 460 -204
H - I 79 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 3835 -279
N - M 1505 0
M - L 1358 0
Chords Tens. Comp.
L - K 1626 -90
K - J 235 -318
J - H 245 -359
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 285 -595
N - D 3199 -382
D - M 145 -458
M - E 171 -104
E - L 303 -22
Webs Tens. Comp.
L - F 139 -333
F - K 133 -314
K - G 1744 -266
G - J 373 -1945
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.317 C 999 240
VERT(CL): 0.475 C 809 180
HORZ(LL): 0.185 J - -
HORZ(TL): 0.279 J - -
Creep Factor: 2.0
Max TC CSI: 0.865
Max BC CSI: 0.724
Max Web CSI: 0.584
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E8
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126013 / T42 / COMN
FROM: BF DRW:
... / ... 03/17/2020
T1
B1
W1
W7
W8 W9
32'6"1'6"
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
26'6"11
7'0"7
32'2"2
5'7"6
34'
1'9"14
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'6"5
4'11"13
26'6"11
7'0"7
32'2"2
5'7"6
34'
1'9"141'6"
1'6"
4"7
2'4
"
3
10
'
0
"
4
11
'
(a)
(a)
A
B
C
D E
F
G
H
IJKLM
N
8
12
4
12
4X8(F2T)
2X4
H0612
6X10
5X8
6X6
3X6
3X6
5X6
5X6
3X6
3X6(B1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1822 /- /- /719 /125 /262
I 2061 /- /- /834 /131 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.6
I Brg Width = 5.5 Min Req = 1.8
Bearings B & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 339 -2514
C - D 355 -1831
D - E 342 -1313
Chords Tens. Comp.
E - F 344 -1766
F - G 807 -247
G - H 79 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1956 -139
N - M 1954 -140
M - L 1366 0
L - K 1366 0
Chords Tens. Comp.
K - J 1525 -82
J - I 1523 -83
I - G 323 -507
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 275 0
C - M 204 -728
D - M 511 -64
D - K 100 -161
Webs Tens. Comp.
K - E 358 -37
K - F 134 -264
J - F 232 0
F - I 498 -2684
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.085 M 999 240
VERT(CL): 0.126 M 999 180
HORZ(LL): 0.044 I - -
HORZ(TL): 0.066 I - -
Creep Factor: 2.0
Max TC CSI: 0.870
Max BC CSI: 0.382
Max Web CSI: 0.551
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E-9
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 126085 / T44 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W1
W1
32'2'
7'5"5
7'5"5
14'5"11
7'0"7
19'6"5
5'0"10
26'6"11
7'0"7
34'
7'5"5
7'5"5
7'5"5
14'5"11
7'0"7
19'6"5
5'0"10
26'6"11
7'0"7
31'9"4
5'2"9
34'
2'2"121'6"
1'6"
4"7
10
'
0
"
4
11
'
(a)
(a)
(a)
(a)
A
B
C
D E
F
G
HIJKLMN
8
12
4X6(B1T)
2X4
3X6
6X6
3X6 3X6 4X8
5X6
2X4
H0612
3X6
3X6(B1T)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right cantilever is exposed to wind
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1822 /- /- /719 /125 /262
I 2061 /- /- /834 /131 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.6
I Brg Width = 5.5 Min Req = 1.8
Bearings B & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 339 -2514
C - D 355 -1831
D - E 342 -1313
Chords Tens. Comp.
E - F 344 -1766
F - G 807 -247
G - H 79 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1956 -139
N - M 1954 -140
M - L 1366 0
L - K 1366 0
Chords Tens. Comp.
K - J 1525 -82
J - I 1523 -83
I - G 323 -507
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 275 0
C - M 204 -728
D - M 511 -64
D - K 100 -161
Webs Tens. Comp.
K - E 358 -37
K - F 134 -264
J - F 232 0
F - I 498 -2684
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.40 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.085 M 999 240
VERT(CL): 0.126 M 999 180
HORZ(LL): 0.044 I - -
HORZ(TL): 0.066 I - -
Creep Factor: 2.0
Max TC CSI: 0.870
Max BC CSI: 0.382
Max Web CSI: 0.551
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E-9
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 126085 / T44 / COMN
FROM: BF DRW:
... / ... 03/17/2020
W1
W1
32'2'
7'5"5
7'5"5
14'5"11
7'0"7
19'6"5
5'0"10
26'6"11
7'0"7
34'
7'5"5
7'5"5
7'5"5
14'5"11
7'0"7
19'6"5
5'0"10
26'6"11
7'0"7
31'9"4
5'2"9
34'
2'2"121'6"
1'6"
4"7
10
'
0
"
4
11
'
(a)
(a)
(a)
(a)
A
B
C
D E
F
G
HIJKLMN
8
12
4X6(B1T)
2X4
3X6
6X6
3X6 3X6 4X8
5X6
2X4
H0612
3X6
3X6(B1T)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W8 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1741 /- /- /692 /51 /221
H 1574 /- /- /566 /18 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.7
H Brg Width = 5.5 Min Req = 1.7
Bearings B & H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 300 -4205
C - D 501 -4169
Chords Tens. Comp.
D - E 202 -1246
E - F 173 -1504
F - G 121 -134
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 3525 -264
K - J 1331 0
Chords Tens. Comp.
J - I 1131 0
I - H 1110 -58
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 294 -597
K - D 3012 -390
D - J 105 -536
J - E 251 -99
Webs Tens. Comp.
E - I 256 -39
I - F 179 -56
F - H 97 -1689
G - H 70 -204
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.288 C 999 240
VERT(CL): 0.432 C 829 180
HORZ(LL): 0.175 H - -
HORZ(TL): 0.262 H - -
Creep Factor: 2.0
Max TC CSI: 0.731
Max BC CSI: 0.930
Max Web CSI: 0.547
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E10
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126009 / T30 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
T1
W1
W8
30'
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
24'9"2
5'2"14
30'
5'2"14
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'6"5
4'11"13
30'
10'5"111'6"
4"7
3'0
"
7
2'4
"
3
10
'
0
"
4
11
'
(a)
(a)
A
B
C
D E
F
G
HIJ
K
8
12
4
12
4X8(F2T)
2X4
6X10
6X10
4X8
5X6
3X6
4X6
2X4
3X6(R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W8 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1741 /- /- /692 /51 /221
H 1574 /- /- /566 /18 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.7
H Brg Width = 5.5 Min Req = 1.7
Bearings B & H Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 300 -4205
C - D 501 -4169
Chords Tens. Comp.
D - E 202 -1246
E - F 173 -1504
F - G 121 -134
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 3525 -264
K - J 1331 0
Chords Tens. Comp.
J - I 1131 0
I - H 1110 -58
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 294 -597
K - D 3012 -390
D - J 105 -536
J - E 251 -99
Webs Tens. Comp.
E - I 256 -39
I - F 179 -56
F - H 97 -1689
G - H 70 -204
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.288 C 999 240
VERT(CL): 0.432 C 829 180
HORZ(LL): 0.175 H - -
HORZ(TL): 0.262 H - -
Creep Factor: 2.0
Max TC CSI: 0.731
Max BC CSI: 0.930
Max Web CSI: 0.547
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E10
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126009 / T30 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
T1
W1
W8
30'
7'6"
7'6"
14'5"11
6'11"11
19'6"5
5'0"10
24'9"2
5'2"14
30'
5'2"14
5"8
5"8
7'6"
7'0"8
14'6"8
7'0"8
19'6"5
4'11"13
30'
10'5"111'6"
4"7
3'0
"
7
2'4
"
3
10
'
0
"
4
11
'
(a)
(a)
A
B
C
D E
F
G
HIJ
K
8
12
4
12
4X8(F2T)
2X4
6X10
6X10
4X8
5X6
3X6
4X6
2X4
3X6(R)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W6,W7,W8,W9,W10,
W13 2x4 DF-L #1&Bet.;
Lt Wedge: 2x8 DF-L SS;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at 0.00 to 89 plf at 30.00
BC: From 8 plf at 0.00 to 8 plf at 30.00
BC: 1185 lb Conc. Load at 2.06, 4.06, 6.06, 8.06
10.06,12.06
BC: 1178 lb Conc. Load at 14.06,16.06,18.06,20.06
22.06,24.06,26.06,28.06
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 9751 /- /- /- /653 /-
S 9703 /- /- /- /686 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req = 5.2
S Brg Width = 5.5 Min Req = 5.2
Bearings A & S Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 532 -7934
B - C 479 -7093
C - D 408 -5975
D - E 337 -4876
Chords Tens. Comp.
E - F 256 -3703
F - G 312 -4447
G - H 325 -4588
H - I 272 -3829
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - R 6556 -436
R - Q 6534 -436
Q - P 5802 -389
P - O 4865 -328
O - N 4022 -274
Chords Tens. Comp.
N - M 4022 -274
M - L 3771 -263
L - K 3214 -226
K - J 9 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 809 -34
B - Q 52 -799
Q - C 1648 -87
C - P 97 -1494
P - D 2223 -125
D - O 126 -1959
E - O 3117 -183
E - M 40 -701
Webs Tens. Comp.
M - F 2247 -134
M - G 22 -236
G - L 148 0
L - H 999 -66
H - K 115 -1421
K - I 4026 -282
I - J 335 -4684
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.241 P 999 240
VERT(CL): 0.348 P 999 180
HORZ(LL): 0.084 C - -
HORZ(TL): 0.122 C - -
Creep Factor: 2.0
Max TC CSI: 0.833
Max BC CSI: 0.810
Max Web CSI: 0.855
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E11
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126003 / T40 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
T1
W6
W7
W8
W7
W9
W10
W13
30'
3'6"9
3'6"9
7'2"14
3'8"5
10'11"2
3'8"5
14'5"11
3'6"9
19'6"5
5'0"10
22'11"10
3'5"5
26'6"11
3'7"1
30'
3'5"5
3'6"9
3'6"9
7'2"14
3'8"5
10'11"2
3'8"5
14'5"11
3'6"9
19'6"5
5'0"10
22'11"10
3'5"5
26'6"11
3'7"1
30'
3'5"5
4"7
3'0
"
7
10
'
0
"
4
(a)
A
B
C
D
E F
G
H
I
JKLMNOPQRS
8
12
7X14(B9R)
3X6
3X6
5X6
5X6
6X6
5X8
8X8(R)
6X6(R)H0514 5X8
5X6
3X6
4X6
4X6
6X10
SS0715(R)
6X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
T1 2x4 DF-L 2400f-2.0E;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W6,W7,W8,W9,W10,
W13 2x4 DF-L #1&Bet.;
Lt Wedge: 2x8 DF-L SS;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 89 plf at 0.00 to 89 plf at 30.00
BC: From 8 plf at 0.00 to 8 plf at 30.00
BC: 1185 lb Conc. Load at 2.06, 4.06, 6.06, 8.06
10.06,12.06
BC: 1178 lb Conc. Load at 14.06,16.06,18.06,20.06
22.06,24.06,26.06,28.06
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 9751 /- /- /- /653 /-
S 9703 /- /- /- /686 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req = 5.2
S Brg Width = 5.5 Min Req = 5.2
Bearings A & S Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 532 -7934
B - C 479 -7093
C - D 408 -5975
D - E 337 -4876
Chords Tens. Comp.
E - F 256 -3703
F - G 312 -4447
G - H 325 -4588
H - I 272 -3829
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - R 6556 -436
R - Q 6534 -436
Q - P 5802 -389
P - O 4865 -328
O - N 4022 -274
Chords Tens. Comp.
N - M 4022 -274
M - L 3771 -263
L - K 3214 -226
K - J 9 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 809 -34
B - Q 52 -799
Q - C 1648 -87
C - P 97 -1494
P - D 2223 -125
D - O 126 -1959
E - O 3117 -183
E - M 40 -701
Webs Tens. Comp.
M - F 2247 -134
M - G 22 -236
G - L 148 0
L - H 999 -66
H - K 115 -1421
K - I 4026 -282
I - J 335 -4684
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.241 P 999 240
VERT(CL): 0.348 P 999 180
HORZ(LL): 0.084 C - -
HORZ(TL): 0.122 C - -
Creep Factor: 2.0
Max TC CSI: 0.833
Max BC CSI: 0.810
Max Web CSI: 0.855
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:E11
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126003 / T40 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
T1
W6
W7
W8
W7
W9
W10
W13
30'
3'6"9
3'6"9
7'2"14
3'8"5
10'11"2
3'8"5
14'5"11
3'6"9
19'6"5
5'0"10
22'11"10
3'5"5
26'6"11
3'7"1
30'
3'5"5
3'6"9
3'6"9
7'2"14
3'8"5
10'11"2
3'8"5
14'5"11
3'6"9
19'6"5
5'0"10
22'11"10
3'5"5
26'6"11
3'7"1
30'
3'5"5
4"7
3'0
"
7
10
'
0
"
4
(a)
A
B
C
D
E F
G
H
I
JKLMNOPQRS
8
12
7X14(B9R)
3X6
3X6
5X6
5X6
6X6
5X8
8X8(R)
6X6(R)H0514 5X8
5X6
3X6
4X6
4X6
6X10
SS0715(R)
6X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 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.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 24 /- /- /45 /34 /66
B* 253 /- /- /78 /35 /-
E 25 /- /- /11 /3 /-
Wind reactions based on MWFRS
A Brg Width = 6.3 Min Req = 1.5
B Brg Width = 42.4 Min Req = -
E Brg Width = 6.3 Min Req = 1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 -40
B - C 33 -85
Chords Tens. Comp.
C - D 33 -86
D - E 21 -7
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 34 -7
Chords Tens. Comp.
F - D 34 -7
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - F 0 -91
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 F 999 240
VERT(CL): 0.000 F 999 180
HORZ(LL): 0.000 F - -
HORZ(TL): 0.000 F - -
Creep Factor: 2.0
Max TC CSI: 0.034
Max BC CSI: 0.016
Max Web CSI: 0.007
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:ECAP1
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126027 / T16 / GABL
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
9"2 3'6"6 9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"26"5
6"5
1'6
"
9
1"10
1'8
"
3
A
B
C
D
E
F
8
12 4X6
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 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.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 24 /- /- /45 /34 /66
B* 253 /- /- /78 /35 /-
E 25 /- /- /11 /3 /-
Wind reactions based on MWFRS
A Brg Width = 6.3 Min Req = 1.5
B Brg Width = 42.4 Min Req = -
E Brg Width = 6.3 Min Req = 1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 -40
B - C 33 -85
Chords Tens. Comp.
C - D 33 -86
D - E 21 -7
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 34 -7
Chords Tens. Comp.
F - D 34 -7
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - F 0 -91
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 0.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 F 999 240
VERT(CL): 0.000 F 999 180
HORZ(LL): 0.000 F - -
HORZ(TL): 0.000 F - -
Creep Factor: 2.0
Max TC CSI: 0.034
Max BC CSI: 0.016
Max Web CSI: 0.007
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:ECAP1
Ply: 2
Qty: 1
Wgt: 0.0 lbs
SEQN: 126027 / T16 / GABL
FROM: BF DRW:
... / ... 03/17/2020
2 Complete Trusses Required
9"2 3'6"6 9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"26"5
6"5
1'6
"
9
1"10
1'8
"
3
A
B
C
D
E
F
8
12 4X6
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 29 /- /- /45 /34 /66
B* 260 /- /- /78 /35 /-
E 25 /- /- /11 /3 /-
Wind reactions based on MWFRS
A Brg Width = 6.3 Min Req = 1.5
B Brg Width = 42.4 Min Req = -
E Brg Width = 6.3 Min Req = 1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 86 -80
B - C 66 -176
Chords Tens. Comp.
C - D 66 -172
D - E 41 -14
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 70 -14
Chords Tens. Comp.
F - D 70 -14
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - F 0 -184
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 F 999 240
VERT(CL): 0.001 F 999 180
HORZ(LL): 0.000 F - -
HORZ(TL): 0.001 F - -
Creep Factor: 2.0
Max TC CSI: 0.071
Max BC CSI: 0.034
Max Web CSI: 0.015
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:ECAP2
Ply: 1
Qty: 12
Wgt: 0.0 lbs
SEQN: 126029 / T26 / GABL
FROM: BF DRW:
... / ... 03/17/2020
9"2 3'6"6 9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"26"5
6"5
1'6
"
9
1"10
1'8
"
3
A
B
C
D
E
F
8
12 4X6
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 29 /- /- /45 /34 /66
B* 260 /- /- /78 /35 /-
E 25 /- /- /11 /3 /-
Wind reactions based on MWFRS
A Brg Width = 6.3 Min Req = 1.5
B Brg Width = 42.4 Min Req = -
E Brg Width = 6.3 Min Req = 1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 86 -80
B - C 66 -176
Chords Tens. Comp.
C - D 66 -172
D - E 41 -14
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 70 -14
Chords Tens. Comp.
F - D 70 -14
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - F 0 -184
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 F 999 240
VERT(CL): 0.001 F 999 180
HORZ(LL): 0.000 F - -
HORZ(TL): 0.001 F - -
Creep Factor: 2.0
Max TC CSI: 0.071
Max BC CSI: 0.034
Max Web CSI: 0.015
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:ECAP2
Ply: 1
Qty: 12
Wgt: 0.0 lbs
SEQN: 126029 / T26 / GABL
FROM: BF DRW:
... / ... 03/17/2020
9"2 3'6"6 9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"2
9"2
9"2
2'6"5
1'9"3
4'3"8
1'9"3
5'0"10
9"26"5
6"5
1'6
"
9
1"10
1'8
"
3
A
B
C
D
E
F
8
12 4X6
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 39 /- /- /27 /15 /37
B* 255 /- /- /69 /32 /-
F 33 /- /- /18 /10 /-
Wind reactions based on MWFRS
A Brg Width = 6.3 Min Req = 1.5
B Brg Width = 42.4 Min Req = -
F Brg Width = 6.3 Min Req = 1.5
Bearings A, B, & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 51 -46
B - C 120 -460
C - D 106 -359
Chords Tens. Comp.
D - E 120 -459
E - F 36 -18
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 359 -49
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 C 999 240
VERT(CL): 0.003 C 999 180
HORZ(LL): 0.001 - -
HORZ(TL): 0.002 - -
Creep Factor: 2.0
Max TC CSI: 0.138
Max BC CSI: 0.061
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:ECAP3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126031 / T24 / GABL
FROM: BF DRW:
... / ... 03/17/2020
9"2 3'6"6 9"2
9"2
9"2
1'6"5
9"3
3'6"5
2'
4'3"8
9"3
5'0"10
9"2
9"2
9"2
4'3"8
3'6"6
5'0"10
9"26"5
6"5
10
"
9
1"10
1'0
"
3
DT -1"13
A
B
C D
E
F
8
12
3X6 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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4(A1T) except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 39 /- /- /27 /15 /37
B* 255 /- /- /69 /32 /-
F 33 /- /- /18 /10 /-
Wind reactions based on MWFRS
A Brg Width = 6.3 Min Req = 1.5
B Brg Width = 42.4 Min Req = -
F Brg Width = 6.3 Min Req = 1.5
Bearings A, B, & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 51 -46
B - C 120 -460
C - D 106 -359
Chords Tens. Comp.
D - E 120 -459
E - F 36 -18
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 359 -49
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002 C 999 240
VERT(CL): 0.003 C 999 180
HORZ(LL): 0.001 - -
HORZ(TL): 0.002 - -
Creep Factor: 2.0
Max TC CSI: 0.138
Max BC CSI: 0.061
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:ECAP3
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126031 / T24 / GABL
FROM: BF DRW:
... / ... 03/17/2020
9"2 3'6"6 9"2
9"2
9"2
1'6"5
9"3
3'6"5
2'
4'3"8
9"3
5'0"10
9"2
9"2
9"2
4'3"8
3'6"6
5'0"10
9"26"5
6"5
10
"
9
1"10
1'0
"
3
DT -1"13
A
B
C D
E
F
8
12
3X6 3X6
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; M4,M5 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A* 2 /- /- /- /- /-
A Brg Width = 261 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1
B - C 0 -2
C - D 0 -2
D - E 0 -2
E - F 0 -1
F - G 0 0
G - H 0 0
Chords Tens. Comp.
H - I 0 0
I - J 0 0
J - K 0 -1
K - L 0 -2
L - M 0 -2
M - N 0 -2
N - O 0 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A -AA 1 0
AA- Z 1 0
Z - Y 1 0
Y - X 0 0
X - W 0 0
W - V 0 0
V - U 0 0
Chords Tens. Comp.
U - T 0 0
T - S 0 0
S - R 0 0
R - Q 1 0
Q - P 1 0
P - O 1 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AA 0 -2
C - Z 0 -2
D - Y 0 -2
E - X 0 -2
G - W 0 -2
H - U 0 -2
Gables Tens. Comp.
I - T 0 -2
S - K 0 -2
R - L 0 -2
Q - M 0 -2
P - N 0 -2
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: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 26.9 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 - - 240
VERT(CL): 0.000 J 999 180
HORZ(LL): 0.000 - - -
HORZ(TL): 0.000 N - -
Creep Factor: 2.0
Max TC CSI: 0.000
Max BC CSI: 0.000
Max Web CSI: 0.002
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:EFL1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126080 / T28 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
M4
M5
M5
M5
M4
21'9"15
10"15
2'(TYP)
7'10"15
7'10"15
13'10"15
6'
21'9"15
7'10"15
21'9"15
21'9"15
0"4
9'6
"
6
A
B
C
D
E
F G H I J
K
L
M
N
O
PQRSTUVWXYZAA
14.42
12
2X4(D8R)
3X6
3X6
3X6
2X4(D8R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud; M4,M5 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A* 2 /- /- /- /- /-
A Brg Width = 261 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1
B - C 0 -2
C - D 0 -2
D - E 0 -2
E - F 0 -1
F - G 0 0
G - H 0 0
Chords Tens. Comp.
H - I 0 0
I - J 0 0
J - K 0 -1
K - L 0 -2
L - M 0 -2
M - N 0 -2
N - O 0 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A -AA 1 0
AA- Z 1 0
Z - Y 1 0
Y - X 0 0
X - W 0 0
W - V 0 0
V - U 0 0
Chords Tens. Comp.
U - T 0 0
T - S 0 0
S - R 0 0
R - Q 1 0
Q - P 1 0
P - O 1 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AA 0 -2
C - Z 0 -2
D - Y 0 -2
E - X 0 -2
G - W 0 -2
H - U 0 -2
Gables Tens. Comp.
I - T 0 -2
S - K 0 -2
R - L 0 -2
Q - M 0 -2
P - N 0 -2
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: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 26.9 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 - - 240
VERT(CL): 0.000 J 999 180
HORZ(LL): 0.000 - - -
HORZ(TL): 0.000 N - -
Creep Factor: 2.0
Max TC CSI: 0.000
Max BC CSI: 0.000
Max Web CSI: 0.002
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:EFL1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126080 / T28 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
M4
M5
M5
M5
M4
21'9"15
10"15
2'(TYP)
7'10"15
7'10"15
13'10"15
6'
21'9"15
7'10"15
21'9"15
21'9"15
0"4
9'6
"
6
A
B
C
D
E
F G H I J
K
L
M
N
O
PQRSTUVWXYZAA
14.42
12
2X4(D8R)
3X6
3X6
3X6
2X4(D8R)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A* 2 /- /- /- /- /-
A Brg Width = 69.9 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -1
Chords Tens. Comp.
C - D 0 -1
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 1 0
H - G 0 0
Chords Tens. Comp.
G - F 0 0
F - E 1 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - H 0 -2
C - G 0 -1
Gables Tens. Comp.
F - D 0 -2
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: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 26.9 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 - - 240
VERT(CL): 0.000 C 999 180
HORZ(LL): 0.000 - - -
HORZ(TL): 0.000 H - -
Creep Factor: 2.0
Max TC CSI: 0.001
Max BC CSI: 0.000
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:EFL2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126082 / T29 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
5'9"15
10"15
2'
(TYP)
2'10"15
2'10"15
5'9"15
2'10"15
5'9"15
5'9"15
0"4
3'6
"
4
A
B
C
D
E
FGH
14.42
12
2X4(D8R)
4X6
2X4(D8R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Plating Notes
All plates are 2X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A* 2 /- /- /- /- /-
A Brg Width = 69.9 Min Req = -
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -1
Chords Tens. Comp.
C - D 0 -1
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 1 0
H - G 0 0
Chords Tens. Comp.
G - F 0 0
F - E 1 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - H 0 -2
C - G 0 -1
Gables Tens. Comp.
F - D 0 -2
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: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 26.9 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000 - - 240
VERT(CL): 0.000 C 999 180
HORZ(LL): 0.000 - - -
HORZ(TL): 0.000 H - -
Creep Factor: 2.0
Max TC CSI: 0.001
Max BC CSI: 0.000
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:EFL2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126082 / T29 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
5'9"15
10"15
2'
(TYP)
2'10"15
2'10"15
5'9"15
2'10"15
5'9"15
5'9"15
0"4
3'6
"
4
A
B
C
D
E
FGH
14.42
12
2X4(D8R)
4X6
2X4(D8R)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W6 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1341 /- /- /538 /86 /210
G 1178 /- /- /412 /77 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
G Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 212 -1684
C - D 216 -1040
Chords Tens. Comp.
D - E 230 -964
E - F 108 -105
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1275 -193
J - I 1274 -193
Chords Tens. Comp.
I - H 1274 -193
H - G 668 -86
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 230 0
C - H 199 -691
D - H 477 -105
Webs Tens. Comp.
H - E 163 -57
E - G 153 -1151
F - G 64 -171
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.039 J 999 240
VERT(CL): 0.058 J 999 180
HORZ(LL): 0.019 G - -
HORZ(TL): 0.028 G - -
Creep Factor: 2.0
Max TC CSI: 0.561
Max BC CSI: 0.449
Max Web CSI: 0.891
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:F2
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 125991 / T37 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
W1
W6
22'6"8
(J)Supporting Member: (2)
7'0"15
7'0"15
13'9"
6'8"1
18'1"12
4'4"12
22'6"8
4'4"12
7'0"15
7'0"15
13'9"
6'8"1
22'6"8
8'9"81'6"
4"7
3'8
"
2
9'6
"
7
10
'
6
"
3
(a)
A
B
C
D
E
F
GHIJ
8
12
3X6(B1T)
2X4
3X6
3X6
4X6
4X8
3X6
2X4
3X6(R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.; W1,W6 2x4 DF-L Stud;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 1341 /- /- /538 /86 /210
G 1178 /- /- /412 /77 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
G Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 212 -1684
C - D 216 -1040
Chords Tens. Comp.
D - E 230 -964
E - F 108 -105
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1275 -193
J - I 1274 -193
Chords Tens. Comp.
I - H 1274 -193
H - G 668 -86
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 230 0
C - H 199 -691
D - H 477 -105
Webs Tens. Comp.
H - E 163 -57
E - G 153 -1151
F - G 64 -171
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.039 J 999 240
VERT(CL): 0.058 J 999 180
HORZ(LL): 0.019 G - -
HORZ(TL): 0.028 G - -
Creep Factor: 2.0
Max TC CSI: 0.561
Max BC CSI: 0.449
Max Web CSI: 0.891
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:F2
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 125991 / T37 / SPEC
FROM: BF DRW:
... / ... 03/17/2020
W1
W6
22'6"8
(J)Supporting Member: (2)
7'0"15
7'0"15
13'9"
6'8"1
18'1"12
4'4"12
22'6"8
4'4"12
7'0"15
7'0"15
13'9"
6'8"1
22'6"8
8'9"81'6"
4"7
3'8
"
2
9'6
"
7
10
'
6
"
3
(a)
A
B
C
D
E
F
GHIJ
8
12
3X6(B1T)
2X4
3X6
3X6
4X6
4X8
3X6
2X4
3X6(R)
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W2,W3,W4,
W5 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 89 plf at -1.66 to 89 plf at 11.06
TC: From 45 plf at 11.06 to 45 plf at 19.06
TC: From 89 plf at 19.06 to 89 plf at 22.54
BC: From 16 plf at 0.00 to 16 plf at 11.06
BC: From 8 plf at 11.06 to 8 plf at 19.06
BC: From 16 plf at 19.06 to 16 plf at 22.54
BC: 107 lb Conc. Load at 11.06,13.06,15.06,17.06
19.06
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2621 /- /- /- /140 /-
AQ*1388 /- /- /- /70 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.8
AQ Brg Width = 24.0 Min Req = -
Bearings B & Q Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 -16
B - C 156 -3204
C - D 156 -3180
D - E 154 -3149
E - F 148 -3060
F - G 104 -1959
G - H 100 -1880
Chords Tens. Comp.
H - I 92 -1834
I - J 89 -1789
J - K 94 -1878
K - L 92 -1813
L - M 86 -37
M - N 80 -135
N - O 278 -17
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AC 2565 -123
AC-AB 2553 -121
AB-AA 2541 -120
AA- Z 2536 -119
Z - Y 2525 -119
Y - X 2526 -119
X - W 2526 -119
Chords Tens. Comp.
W - V 2526 -119
V - U 2526 -119
U - T 1083 -56
T - S 1083 -56
S - R 1083 -56
R - Q 1083 -56
Q - P 1084 -56
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Z - F 828 -18
F -AD 57 -1297
AD-AE 52 -1269
AF-AG 56 -1302
AH- U 57 -1323
I - U 1287 -67
U -AI 604 -29
Webs Tens. Comp.
AJ-AK 606 -29
AL- L 702 -34
L -AM 106 -2038
AN-AO 108 -2085
AP- P 91 -1781
O - P 297 -13
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AC 17 -128
D -AB 35 -331
E -AA 27 -225
Gables Tens. Comp.
AI- T 11 -246
J -AJ 10 -247
AK- S 6 -201
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.126 H 999 240
VERT(CL): 0.181 H 999 180
HORZ(LL): 0.057 D - -
HORZ(TL): 0.082 D - -
Creep Factor: 2.0
Max TC CSI: 0.683
Max BC CSI: 0.895
Max Web CSI: 0.623
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:F1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126091 / T49 / GABL
FROM: BF
Page 1 of 2
DRW:
... / ... 03/17/2020
W2
W3
W4 W5
22'6"8
1'6"
2'
(TYP)
7'0"15
7'0"15
13'9"
6'8"1
18'4"8
4'7"8
22'6"8
4'2"
7'0"15
7'0"15
13'9"
6'8"1
22'6"8
8'9"81'6"
4"7
3'8
"
2
9'6
"
7
10
'
6
"
3
(a)
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
RSTUVWXYZAAABAC
AD
AEAF
AG
AH
AI AJ
AK AL
AM AN
AO AP
AQ
8
12
4X8(B3T)
4X6
3X6
4X6
4X6
4X8
5X6
3X6
3X6(R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud; W2,W3,W4,
W5 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 89 plf at -1.66 to 89 plf at 11.06
TC: From 45 plf at 11.06 to 45 plf at 19.06
TC: From 89 plf at 19.06 to 89 plf at 22.54
BC: From 16 plf at 0.00 to 16 plf at 11.06
BC: From 8 plf at 11.06 to 8 plf at 19.06
BC: From 16 plf at 19.06 to 16 plf at 22.54
BC: 107 lb Conc. Load at 11.06,13.06,15.06,17.06
19.06
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 2621 /- /- /- /140 /-
AQ*1388 /- /- /- /70 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 2.8
AQ Brg Width = 24.0 Min Req = -
Bearings B & Q Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 -16
B - C 156 -3204
C - D 156 -3180
D - E 154 -3149
E - F 148 -3060
F - G 104 -1959
G - H 100 -1880
Chords Tens. Comp.
H - I 92 -1834
I - J 89 -1789
J - K 94 -1878
K - L 92 -1813
L - M 86 -37
M - N 80 -135
N - O 278 -17
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AC 2565 -123
AC-AB 2553 -121
AB-AA 2541 -120
AA- Z 2536 -119
Z - Y 2525 -119
Y - X 2526 -119
X - W 2526 -119
Chords Tens. Comp.
W - V 2526 -119
V - U 2526 -119
U - T 1083 -56
T - S 1083 -56
S - R 1083 -56
R - Q 1083 -56
Q - P 1084 -56
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Z - F 828 -18
F -AD 57 -1297
AD-AE 52 -1269
AF-AG 56 -1302
AH- U 57 -1323
I - U 1287 -67
U -AI 604 -29
Webs Tens. Comp.
AJ-AK 606 -29
AL- L 702 -34
L -AM 106 -2038
AN-AO 108 -2085
AP- P 91 -1781
O - P 297 -13
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AC 17 -128
D -AB 35 -331
E -AA 27 -225
Gables Tens. Comp.
AI- T 11 -246
J -AJ 10 -247
AK- S 6 -201
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.126 H 999 240
VERT(CL): 0.181 H 999 180
HORZ(LL): 0.057 D - -
HORZ(TL): 0.082 D - -
Creep Factor: 2.0
Max TC CSI: 0.683
Max BC CSI: 0.895
Max Web CSI: 0.623
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:F1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126091 / T49 / GABL
FROM: BF
Page 1 of 2
DRW:
... / ... 03/17/2020
W2
W3
W4 W5
22'6"8
1'6"
2'
(TYP)
7'0"15
7'0"15
13'9"
6'8"1
18'4"8
4'7"8
22'6"8
4'2"
7'0"15
7'0"15
13'9"
6'8"1
22'6"8
8'9"81'6"
4"7
3'8
"
2
9'6
"
7
10
'
6
"
3
(a)
(a)
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
RSTUVWXYZAAABAC
AD
AEAF
AG
AH
AI AJ
AK AL
AM AN
AO AP
AQ
8
12
4X8(B3T)
4X6
3X6
4X6
4X6
4X8
5X6
3X6
3X6(R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Y -AD 8 -50
AE- G 35 -317
X -AF 31 -271
AG- H 18 -324
W -AH 17 -293
K -AL 12 -312
AM- M 22 -251
R -AN 18 -174
AO- N 55 -784
Q -AP 74 -1133
Job Number:J209436
-FALL CREEK HOMES
Truss Label:F1
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126091 / T49 / GABL
FROM: BF
Page 2 of 2
DRW:
... / ... 03/17/2020
-FALL CREEK HOMESGALLATIN 3 CAR -FALL CREEK HOMES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 325 /- /- /164 /27 /59
D 26 /-2 /- /18 /3 /-
C 72 /- /- /25 /17 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
Chords Tens. Comp.
B - C 40 -67
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 D - -
HORZ(TL): 0.001 D - -
Creep Factor: 2.0
Max TC CSI: 0.179
Max BC CSI: 0.028
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X1
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 126033 / T8 / JACK
FROM: BF DRW:
... / ... 03/17/2020
1'10"15
1'10"151'6"
4"7
1'
7
"
1
2
2'
7
"
8
A
B
C
D
8
12
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 325 /- /- /164 /27 /59
D 26 /-2 /- /18 /3 /-
C 72 /- /- /25 /17 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
Chords Tens. Comp.
B - C 40 -67
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 D - -
HORZ(TL): 0.001 D - -
Creep Factor: 2.0
Max TC CSI: 0.179
Max BC CSI: 0.028
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X1
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 126033 / T8 / JACK
FROM: BF DRW:
... / ... 03/17/2020
1'10"15
1'10"151'6"
4"7
1'
7
"
1
2
2'
7
"
8
A
B
C
D
8
12
2X4(A1T)
-FALL CREEK HOMESGALLATIN 3 CAR -FALL CREEK HOMES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 390 /- /- /181 /13 /96
D 62 /- /- /34 /- /-
C 152 /- /- /51 /43 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
Chords Tens. Comp.
B - C 84 -105
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.004 D - -
HORZ(TL): 0.006 D - -
Creep Factor: 2.0
Max TC CSI: 0.203
Max BC CSI: 0.113
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X2
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 126035 / T7 / JACK
FROM: BF DRW:
... / ... 03/17/2020
3'10"15
3'10"151'6"
4"7
2'
1
1
"
1
2
3'
1
1
"
8
A
B
C
D
8
12
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 390 /- /- /181 /13 /96
D 62 /- /- /34 /- /-
C 152 /- /- /51 /43 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
D Brg Width = 1.5 Min Req = -
C Brg Width = 1.5 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
Chords Tens. Comp.
B - C 84 -105
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.004 D - -
HORZ(TL): 0.006 D - -
Creep Factor: 2.0
Max TC CSI: 0.203
Max BC CSI: 0.113
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X2
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 126035 / T7 / JACK
FROM: BF DRW:
... / ... 03/17/2020
3'10"15
3'10"151'6"
4"7
2'
1
1
"
1
2
3'
1
1
"
8
A
B
C
D
8
12
2X4(A1T)
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 479 /- /- /213 /3 /133
E 308 /- /- /140 /52 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 111 -166
Chords Tens. Comp.
C - D 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 17 -5
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 113 -234
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.012 F - -
HORZ(TL): 0.017 F - -
Creep Factor: 2.0
Max TC CSI: 0.455
Max BC CSI: 0.255
Max Web CSI: 0.201
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X3
Ply: 1
Qty: 4
Wgt: 0.0 lbs
SEQN: 126063 / T5 / JACK
FROM: BF DRW:
... / ... 03/17/2020
5'10"15
(J)Supporting Member: (1)
5'10"15
5'10"151'6"
4"7
4'
3
"
1
2
5'3
"
8
HB 1"
A
B
CD
EF
8
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 479 /- /- /213 /3 /133
E 308 /- /- /140 /52 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 111 -166
Chords Tens. Comp.
C - D 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 17 -5
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 113 -234
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.012 F - -
HORZ(TL): 0.017 F - -
Creep Factor: 2.0
Max TC CSI: 0.455
Max BC CSI: 0.255
Max Web CSI: 0.201
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X3
Ply: 1
Qty: 4
Wgt: 0.0 lbs
SEQN: 126063 / T5 / JACK
FROM: BF DRW:
... / ... 03/17/2020
5'10"15
(J)Supporting Member: (1)
5'10"15
5'10"151'6"
4"7
4'
3
"
1
2
5'3
"
8
HB 1"
A
B
CD
EF
8
12
2X4(A1T)
2X4
2X4
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 483 /- /- /215 /3 /134
E 312 /- /- /143 /53 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 113 -169
Chords Tens. Comp.
C - D 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 18 -6
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 115 -237
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.012 F - -
HORZ(TL): 0.018 F - -
Creep Factor: 2.0
Max TC CSI: 0.469
Max BC CSI: 0.263
Max Web CSI: 0.211
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X4
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 126037 / T32 / EJAC
FROM: BF DRW:
... / ... 03/17/2020
6'
(J)Supporting Member: (1)
6'
6'1'6"
4"7
4'4
"
7
5'4
"
3
HB 1"
A
B
CD
EF
8
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 483 /- /- /215 /3 /134
E 312 /- /- /143 /53 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 113 -169
Chords Tens. Comp.
C - D 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 18 -6
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 115 -237
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.012 F - -
HORZ(TL): 0.018 F - -
Creep Factor: 2.0
Max TC CSI: 0.469
Max BC CSI: 0.263
Max Web CSI: 0.211
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X4
Ply: 1
Qty: 3
Wgt: 0.0 lbs
SEQN: 126037 / T32 / EJAC
FROM: BF DRW:
... / ... 03/17/2020
6'
(J)Supporting Member: (1)
6'
6'1'6"
4"7
4'4
"
7
5'4
"
3
HB 1"
A
B
CD
EF
8
12
2X4(A1T)
2X4
2X4
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 319 /- /- /126 /- /109
D 312 /- /- /157 /58 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req = 1.5
D Brg Width = - Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 113 -164
Chords Tens. Comp.
B - C 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 18 -7
Chords Tens. Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 121 -237
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.012 E - -
HORZ(TL): 0.018 E - -
Creep Factor: 2.0
Max TC CSI: 0.469
Max BC CSI: 0.263
Max Web CSI: 0.211
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X5
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126039 / T34 / EJAC
FROM: BF DRW:
... / ... 03/17/2020
6'
(J)Supporting Member: (1)
6'
6'
4"7
4'
4
"
7
HB 1"
A
BC
DE
8
12
2X4(A1)
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
A 319 /- /- /126 /- /109
D 312 /- /- /157 /58 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req = 1.5
D Brg Width = - Min Req = -
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 113 -164
Chords Tens. Comp.
B - C 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 18 -7
Chords Tens. Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 121 -237
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): 0.012 E - -
HORZ(TL): 0.018 E - -
Creep Factor: 2.0
Max TC CSI: 0.469
Max BC CSI: 0.263
Max Web CSI: 0.211
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X5
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126039 / T34 / EJAC
FROM: BF DRW:
... / ... 03/17/2020
6'
(J)Supporting Member: (1)
6'
6'
4"7
4'
4
"
7
HB 1"
A
BC
DE
8
12
2X4(A1)
2X4
2X4
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 582 /- /- /253 /- /171
F 418 /- /- /199 /73 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 0 -438
Chords Tens. Comp.
C - D 75 -119
D - E 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 311 -126
Chords Tens. Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 155 -383
Webs Tens. Comp.
D - G 76 -142
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.006 G 999 240
VERT(CL): 0.013 G 999 180
HORZ(LL): 0.004 G - -
HORZ(TL): 0.009 G - -
Creep Factor: 2.0
Max TC CSI: 0.260
Max BC CSI: 0.315
Max Web CSI: 0.153
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X6
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 126065 / T9 / EJAC
FROM: BF DRW:
... / ... 03/17/2020
8'
(J)Supporting Member: (1)
4'1"15
4'1"15
8'
3'10"1
8'
8'1'6"
4"7
5'8
"
7
6'8
"
3
HB 1"
A
B
C
D E
FG
8
12
2X4(A1T)
2X4
2X4
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 582 /- /- /253 /- /171
F 418 /- /- /199 /73 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 0 -438
Chords Tens. Comp.
C - D 75 -119
D - E 0 -4
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 311 -126
Chords Tens. Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 155 -383
Webs Tens. Comp.
D - G 76 -142
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.006 G 999 240
VERT(CL): 0.013 G 999 180
HORZ(LL): 0.004 G - -
HORZ(TL): 0.009 G - -
Creep Factor: 2.0
Max TC CSI: 0.260
Max BC CSI: 0.315
Max Web CSI: 0.153
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X6
Ply: 1
Qty: 6
Wgt: 0.0 lbs
SEQN: 126065 / T9 / EJAC
FROM: BF DRW:
... / ... 03/17/2020
8'
(J)Supporting Member: (1)
4'1"15
4'1"15
8'
3'10"1
8'
8'1'6"
4"7
5'8
"
7
6'8
"
3
HB 1"
A
B
C
D E
FG
8
12
2X4(A1T)
2X4
2X4
4X6
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 323 /- /- /163 /26 /60
E 107 /- /- /49 /19 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 37 -65
Chords Tens. Comp.
C - D 0 -8
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 2 -1
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 18 -84
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: 1.1 CAT: II
Pf: 26.9 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 F - -
HORZ(TL): 0.001 F - -
Creep Factor: 2.0
Max TC CSI: 0.179
Max BC CSI: 0.028
Max Web CSI: 0.006
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X7
Ply: 1
Qty: 5
Wgt: 0.0 lbs
SEQN: 126089 / T46 / MONO
FROM: BF DRW:
... / ... 03/17/2020
2'
(J)Supporting Member: (1)
1'10"
1'10"
2'
2"
1'10"
1'10"
2'
2"
1'6"
4"7
1'8
"
7
2'
8
"
3
A
B
CD
EF
8
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 323 /- /- /163 /26 /60
E 107 /- /- /49 /19 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req = 1.5
E Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 78 0
B - C 37 -65
Chords Tens. Comp.
C - D 0 -8
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 2 -1
Chords Tens. Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 18 -84
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: 1.1 CAT: II
Pf: 26.9 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(CL): NA
HORZ(LL): -0.001 F - -
HORZ(TL): 0.001 F - -
Creep Factor: 2.0
Max TC CSI: 0.179
Max BC CSI: 0.028
Max Web CSI: 0.006
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:X7
Ply: 1
Qty: 5
Wgt: 0.0 lbs
SEQN: 126089 / T46 / MONO
FROM: BF DRW:
... / ... 03/17/2020
2'
(J)Supporting Member: (1)
1'10"
1'10"
2'
2"
1'10"
1'10"
2'
2"
1'6"
4"7
1'8
"
7
2'
8
"
3
A
B
CD
EF
8
12
2X4(A1T)
2X4
2X4
- F A L L C R E E K H O M E SG A L L A T I N 3 C A R - F A L L C R E E K H O M E S
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 0 plf at -2.25 to 88 plf at -0.12
TC: From 2 plf at -0.12 to 2 plf at 11.19
BC: From 2 plf at 0.00 to 2 plf at 11.19
TC: 143 lb Conc. Load at 2.75
TC: 305 lb Conc. Load at 5.58
BC: 51 lb Conc. Load at 2.75
BC: 125 lb Conc. Load at 5.58
BC: 615 lb Conc. Load at 8.40
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
I 641 /- /- /- /93 /-
F 745 /- /- /- /104 /-
Wind reactions based on MWFRS
I Brg Width = 4.2 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 40 -8
B - C 157 -1120
Chords Tens. Comp.
C - D 15 -24
D - E 0 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 967 -132
H - G 949 -131
Chords Tens. Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 601 -46
C - G 148 -1073
Webs Tens. Comp.
D - G 8 -38
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021 H 999 240
VERT(CL): 0.032 H 999 180
HORZ(LL): -0.006 D - -
HORZ(TL): 0.010 D - -
Creep Factor: 2.0
Max TC CSI: 0.269
Max BC CSI: 0.554
Max Web CSI: 0.639
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:XG1
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126069 / T11 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
11'2"4
(J)Supporting Member: (1)
5'9"12
5'9"12
11'2"4
5'4"9
5'9"12
5'9"12
11'2"4
5'4"92'1"7
4"7
5'7
"
1
2
6'7
"
3
HB 1"
A
B
C
DE
FGHI
5.66
12
3X6(A1T)
3X6
3X6
2X4
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x6 DF-L SS;
Webs: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 0 plf at -2.25 to 88 plf at -0.12
TC: From 2 plf at -0.12 to 2 plf at 11.19
BC: From 2 plf at 0.00 to 2 plf at 11.19
TC: 143 lb Conc. Load at 2.75
TC: 305 lb Conc. Load at 5.58
BC: 51 lb Conc. Load at 2.75
BC: 125 lb Conc. Load at 5.58
BC: 615 lb Conc. Load at 8.40
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
I 641 /- /- /- /93 /-
F 745 /- /- /- /104 /-
Wind reactions based on MWFRS
I Brg Width = 4.2 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 40 -8
B - C 157 -1120
Chords Tens. Comp.
C - D 15 -24
D - E 0 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 967 -132
H - G 949 -131
Chords Tens. Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 601 -46
C - G 148 -1073
Webs Tens. Comp.
D - G 8 -38
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021 H 999 240
VERT(CL): 0.032 H 999 180
HORZ(LL): -0.006 D - -
HORZ(TL): 0.010 D - -
Creep Factor: 2.0
Max TC CSI: 0.269
Max BC CSI: 0.554
Max Web CSI: 0.639
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:XG1
Ply: 1
Qty: 2
Wgt: 0.0 lbs
SEQN: 126069 / T11 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
11'2"4
(J)Supporting Member: (1)
5'9"12
5'9"12
11'2"4
5'4"9
5'9"12
5'9"12
11'2"4
5'4"92'1"7
4"7
5'7
"
1
2
6'7
"
3
HB 1"
A
B
C
DE
FGHI
5.66
12
3X6(A1T)
3X6
3X6
2X4
4X6
-FALL CREEK HO MESG ALLATI N 3 CAR -FALL CREEK HO MES
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 0 plf at -2.25 to 88 plf at -0.12
TC: From 2 plf at -0.12 to 2 plf at 8.36
BC: From 2 plf at 0.00 to 2 plf at 8.36
TC: 143 lb Conc. Load at 2.75
TC: 305 lb Conc. Load at 5.58
BC: 51 lb Conc. Load at 2.75
BC: 125 lb Conc. Load at 5.58
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 396 /- /- /- /58 /-
F 366 /- /- /- /42 /-
Wind reactions based on MWFRS
B Brg Width = 7.0 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 40 -8
B - C 90 -464
Chords Tens. Comp.
C - D 26 -122
D - E 0 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 423 -77
Chords Tens. Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 88 -466
Webs Tens. Comp.
D - G 18 -56
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009 G 999 240
VERT(CL): 0.017 G 999 180
HORZ(LL): 0.005 G - -
HORZ(TL): 0.009 G - -
Creep Factor: 2.0
Max TC CSI: 0.328
Max BC CSI: 0.460
Max Web CSI: 0.170
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:XG2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126043 / T41 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
8'4"5
(J)Supporting Member: (1)
4'4"12
4'4"12
8'4"5
3'11"9
8'4"5
8'4"52'1"7
4"7
4'3
"
1
2
5'3
"
3
HB 1"
A
B
C
D E
FG
5.66
12
2X4(A1T)
2X4
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 (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 0 plf at -2.25 to 88 plf at -0.12
TC: From 2 plf at -0.12 to 2 plf at 8.36
BC: From 2 plf at 0.00 to 2 plf at 8.36
TC: 143 lb Conc. Load at 2.75
TC: 305 lb Conc. Load at 5.58
BC: 51 lb Conc. Load at 2.75
BC: 125 lb Conc. Load at 5.58
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC @ 24" oc, BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
B 396 /- /- /- /58 /-
F 366 /- /- /- /42 /-
Wind reactions based on MWFRS
B Brg Width = 7.0 Min Req = 1.5
F Brg Width = - Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 40 -8
B - C 90 -464
Chords Tens. Comp.
C - D 26 -122
D - E 0 -1
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 423 -77
Chords Tens. Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 88 -466
Webs Tens. Comp.
D - G 18 -56
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: - CAT: -
Pf: 35.0 Ce: -
Lu: - Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code: IRC 2015
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009 G 999 240
VERT(CL): 0.017 G 999 180
HORZ(LL): 0.005 G - -
HORZ(TL): 0.009 G - -
Creep Factor: 2.0
Max TC CSI: 0.328
Max BC CSI: 0.460
Max Web CSI: 0.170
Mfg Specified Camber:
VIEW Ver: 19.02.02B.0122.16
Job Number:J209436
-FALL CREEK HOMES
Truss Label:XG2
Ply: 1
Qty: 1
Wgt: 0.0 lbs
SEQN: 126043 / T41 / HIP_
FROM: BF DRW:
... / ... 03/17/2020
8'4"5
(J)Supporting Member: (1)
4'4"12
4'4"12
8'4"5
3'11"9
8'4"5
8'4"52'1"7
4"7
4'3
"
1
2
5'3
"
3
HB 1"
A
B
C
D E
FG
5.66
12
2X4(A1T)
2X4
2X4
3X6