HomeMy WebLinkAboutTRUSS SPECS - M19-00023 - 9968 Ringel Lane - Residential Storage Shop-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 :M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*150 /-/-/56 /14 /39
V*123 /-/-/38 /9 /-
Wind reactions based on MWFRS
B Brg Width = 72.0 Min Req =-
V Brg Width = 360 Min Req =-Bearings B & AL Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 138 -182
C - D 140 -167
D - E 133 -149
E - F 128 -130
F - G 114 -111G - H 121 -100
H - I 154 -92
I - J 197 -83
J - K 242 -86
K - L 287 -102
Chords Tens.Comp.
L - M 291 -102
M - N 246 -86
N - O 201 -83
O - P 158 -73
P - Q 115 -16
Q - R 108 -76R - S 71 -78
S - T 35 -83
T - U 41 -88
U - V 39 -120
V - W 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AN 152 -64
AN-AM 155 -62
AM-AL 157 -62
AL-AK 159 -61
AK-AJ 160 -61
AJ-AI 160 -61
AI-AH 161 -61
AH-AG 162 -61
AG-AF 163 -60
Chords Tens.Comp.
AF-AE 163 -60
AE-AD 162 -60
AD-AC 162 -60
AC-AB 161 -59
AB-AA 160 -59
AA- Z 159 -58
Z - Y 158 -57
Y - X 156 -56
X - V 151 -54
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AN 93 -194
D -AM 78 -215
E -AL 74 -215
F -AK 74 -223
H -AJ 75 -229
I -AI 74 -262
J -AH 94 -318K -AG 152 -366
Gables Tens.Comp.
AE- M 152 -366
AD- N 94 -318
AC- O 74 -262
AB- P 75 -229
AA- R 74 -223
Z - S 74 -215
Y - T 78 -215X - U 93 -194
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: 3.60 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 K 999 240
VERT(CL):0.005 M 999 180
HORZ(LL):0.004 R - -
HORZ(TL):0.005 R - -
Creep Factor: 2.0
Max TC CSI:0.097
Max BC CSI:0.024
Max Web CSI:0.430
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A1
Ply: 1
Qty:1
Wgt: 232.4 lbs
SEQN: 197239 / T2 / GABL
FROM:
Page 1 of 2
DRW:
.../...06/11/2019
M9
(a)
A
B
C
D
E
F G
H
I
J
K
L
M
N
O
P Q R
S
T
U
V
W
XYZAAABACADAEAFAGAHAIAJAKALAMAN
6
12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1T)
36'
2'(TYP)
18'
18'
36'
18'
36'
36'1'1'
4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 :M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*150 /-/-/56 /14 /39
V*123 /-/-/38 /9 /-
Wind reactions based on MWFRS
B Brg Width = 72.0 Min Req =-
V Brg Width = 360 Min Req =-Bearings B & AL Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 138 -182
C - D 140 -167
D - E 133 -149
E - F 128 -130
F - G 114 -111G - H 121 -100
H - I 154 -92
I - J 197 -83
J - K 242 -86
K - L 287 -102
Chords Tens.Comp.
L - M 291 -102
M - N 246 -86
N - O 201 -83
O - P 158 -73
P - Q 115 -16
Q - R 108 -76R - S 71 -78
S - T 35 -83
T - U 41 -88
U - V 39 -120
V - W 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AN 152 -64
AN-AM 155 -62
AM-AL 157 -62
AL-AK 159 -61
AK-AJ 160 -61
AJ-AI 160 -61
AI-AH 161 -61
AH-AG 162 -61
AG-AF 163 -60
Chords Tens.Comp.
AF-AE 163 -60
AE-AD 162 -60
AD-AC 162 -60
AC-AB 161 -59
AB-AA 160 -59
AA- Z 159 -58
Z - Y 158 -57
Y - X 156 -56
X - V 151 -54
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AN 93 -194
D -AM 78 -215
E -AL 74 -215
F -AK 74 -223
H -AJ 75 -229
I -AI 74 -262
J -AH 94 -318K -AG 152 -366
Gables Tens.Comp.
AE- M 152 -366
AD- N 94 -318
AC- O 74 -262
AB- P 75 -229
AA- R 74 -223
Z - S 74 -215
Y - T 78 -215X - U 93 -194
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: 3.60 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 K 999 240
VERT(CL):0.005 M 999 180
HORZ(LL):0.004 R - -
HORZ(TL):0.005 R - -
Creep Factor: 2.0
Max TC CSI:0.097
Max BC CSI:0.024
Max Web CSI:0.430
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A1
Ply: 1
Qty:1
Wgt: 232.4 lbs
SEQN: 197239 / T2 / GABL
FROM:
Page 1 of 2
DRW:
.../...06/11/2019
M9
(a)
A
B
C
D
E
F G
H
I
J
K
L
M
N
O
P Q R
S
T
U
V
W
XYZAAABACADAEAFAGAHAIAJAKALAMAN
6
12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1T)
36'
2'(TYP)
18'
18'
36'
18'
36'
36'1'1'
4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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
L -AF 5 -210
Job Number:PC197232
-SCOTT STOKER
Truss Label:A1
Ply: 1
Qty:1
Wgt: 232.4 lbs
SEQN: 197239 / T2 / GABL
FROM:
Page 2 of 2
DRW:
.../...06/11/2019
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Left 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
Q 2380 /-/-/994 /139 /209
J 1606 /-/-/628 /118 /-
Wind reactions based on MWFRS
Q Brg Width = 5.5 Min Req =2.2
J Brg Width = 3.5 Min Req =1.7Bearings Q & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 0
B - C 954 -479
C - D 217 -627
D - E 232 -550
E - F 431 -1334
Chords Tens.Comp.
F - G 461 -1387
G - H 598 -2228
H - I 584 -2339
I - J 626 -2703
J - K 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 527 -728
Q - P 507 -675P - O 912 -105
O - N 912 -105
Chords Tens.Comp.
N - M 1765 -241
M - L 1765 -241L - J 2322 -423
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Q - C 670 -2258
C - P 1514 -388
P - E 390 -1183
E - N 395 -95
Webs Tens.Comp.
F - N 585 -179
N - G 284 -980
G - L 569 -116
L - I 195 -501
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: 3.60 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):0.099 L 999 240
VERT(CL):0.148 L 999 180
HORZ(LL):0.035 L - -
HORZ(TL):0.054 F - -
Creep Factor: 2.0
Max TC CSI:0.684
Max BC CSI:0.517
Max Web CSI:0.986
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A2
Ply: 1
Qty:10
Wgt: 193.2 lbs
SEQN: 197231 / T15 / COMN
FROM:DRW:
.../...06/11/2019
W4
W5
W4
(a)
A B
C
D
E
F
G
H
I
J
K
LMNOPQ
6 12
3X6(A1T)
3X6
5X6
3X6
4X6 3X6
3X6
5X6
3X12
3X6
3X6 3X6
3X6
2X4
3X12(B3T)
6'30'
6'4-5/16"
6'4-5/16"
12'2-3/16"
5'9-13/16"
18'
5'9-13/16"
23'9-13/16"
5'9-13/16"
29'7-11/16"
5'9-13/16"
36'
6'4-5/16"
6'4-5/16"
6'4-5/16"
9'3-1/4"
2'10-15/16"
18'
8'8-3/4"
26'8-3/4"
8'8-3/4"
36'
9'3-1/4"1'1'
4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Left 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
Q 2380 /-/-/994 /139 /209
J 1606 /-/-/628 /118 /-
Wind reactions based on MWFRS
Q Brg Width = 5.5 Min Req =2.2
J Brg Width = 3.5 Min Req =1.7Bearings Q & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 0
B - C 954 -479
C - D 217 -627
D - E 232 -550
E - F 431 -1334
Chords Tens.Comp.
F - G 461 -1387
G - H 598 -2228
H - I 584 -2339
I - J 626 -2703
J - K 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 527 -728
Q - P 507 -675P - O 912 -105
O - N 912 -105
Chords Tens.Comp.
N - M 1765 -241
M - L 1765 -241L - J 2322 -423
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Q - C 670 -2258
C - P 1514 -388
P - E 390 -1183
E - N 395 -95
Webs Tens.Comp.
F - N 585 -179
N - G 284 -980
G - L 569 -116
L - I 195 -501
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: 3.60 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):0.099 L 999 240
VERT(CL):0.148 L 999 180
HORZ(LL):0.035 L - -
HORZ(TL):0.054 F - -
Creep Factor: 2.0
Max TC CSI:0.684
Max BC CSI:0.517
Max Web CSI:0.986
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A2
Ply: 1
Qty:10
Wgt: 193.2 lbs
SEQN: 197231 / T15 / COMN
FROM:DRW:
.../...06/11/2019
W4
W5
W4
(a)
A B
C
D
E
F
G
H
I
J
K
LMNOPQ
6 12
3X6(A1T)
3X6
5X6
3X6
4X6 3X6
3X6
5X6
3X12
3X6
3X6 3X6
3X6
2X4
3X12(B3T)
6'30'
6'4-5/16"
6'4-5/16"
12'2-3/16"
5'9-13/16"
18'
5'9-13/16"
23'9-13/16"
5'9-13/16"
29'7-11/16"
5'9-13/16"
36'
6'4-5/16"
6'4-5/16"
6'4-5/16"
9'3-1/4"
2'10-15/16"
18'
8'8-3/4"
26'8-3/4"
8'8-3/4"
36'
9'3-1/4"1'1'
4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Left 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
P 2380 /-/-/994 /139 /200
J 1510 /-/-/578 /103 /-
Wind reactions based on MWFRS
P Brg Width = 5.5 Min Req =2.2
J Brg Width = 5.5 Min Req =1.6Bearings P & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 0
B - C 954 -479
C - D 221 -627
D - E 235 -550
E - F 438 -1334
Chords Tens.Comp.
F - G 468 -1387
G - H 630 -2228
H - I 616 -2339
I - J 665 -2703
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 527 -728
P - O 487 -675O - N 912 -138
N - M 912 -138
Chords Tens.Comp.
M - L 1765 -284
L - K 1765 -284K - J 2322 -496
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - C 671 -2258
C - O 1514 -389
O - E 391 -1183
E - M 395 -95
Webs Tens.Comp.
F - M 585 -184
M - G 286 -980
G - K 569 -144
K - I 221 -501
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: 3.60 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):0.098 K 999 240
VERT(CL):0.147 K 999 180
HORZ(LL):0.035 K - -
HORZ(TL):0.054 K - -
Creep Factor: 2.0
Max TC CSI:0.684
Max BC CSI:0.519
Max Web CSI:0.986
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A3
Ply: 1
Qty:12
Wgt: 193.2 lbs
SEQN: 197235 / T16 / COMN
FROM:DRW:
.../...06/11/2019
W4
W5
W4
(a)
A B
C
D
E
F
G
H
I
J
KLMNOP
6
12
3X6(A1T)
3X6
5X6
3X6
4X6 3X6
3X6
5X6
3X12
3X6
3X6 3X6
3X6
2X4
3X12(B3)
6'30'
6'4-5/16"
6'4-5/16"
12'2-3/16"
5'9-13/16"
18'
5'9-13/16"
23'9-13/16"
5'9-13/16"
29'7-11/16"
5'9-13/16"
36'
6'4-5/16"
6'4-5/16"
6'4-5/16"
9'3-1/4"
2'10-15/16"
18'
8'8-3/4"
26'8-3/4"
8'8-3/4"
36'
9'3-1/4"1'
4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Left 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
P 2380 /-/-/994 /139 /200
J 1510 /-/-/578 /103 /-
Wind reactions based on MWFRS
P Brg Width = 5.5 Min Req =2.2
J Brg Width = 5.5 Min Req =1.6Bearings P & J Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 0
B - C 954 -479
C - D 221 -627
D - E 235 -550
E - F 438 -1334
Chords Tens.Comp.
F - G 468 -1387
G - H 630 -2228
H - I 616 -2339
I - J 665 -2703
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 527 -728
P - O 487 -675O - N 912 -138
N - M 912 -138
Chords Tens.Comp.
M - L 1765 -284
L - K 1765 -284K - J 2322 -496
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - C 671 -2258
C - O 1514 -389
O - E 391 -1183
E - M 395 -95
Webs Tens.Comp.
F - M 585 -184
M - G 286 -980
G - K 569 -144
K - I 221 -501
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: 3.60 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):0.098 K 999 240
VERT(CL):0.147 K 999 180
HORZ(LL):0.035 K - -
HORZ(TL):0.054 K - -
Creep Factor: 2.0
Max TC CSI:0.684
Max BC CSI:0.519
Max Web CSI:0.986
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A3
Ply: 1
Qty:12
Wgt: 193.2 lbs
SEQN: 197235 / T16 / COMN
FROM:DRW:
.../...06/11/2019
W4
W5
W4
(a)
A B
C
D
E
F
G
H
I
J
KLMNOP
6
12
3X6(A1T)
3X6
5X6
3X6
4X6 3X6
3X6
5X6
3X12
3X6
3X6 3X6
3X6
2X4
3X12(B3)
6'30'
6'4-5/16"
6'4-5/16"
12'2-3/16"
5'9-13/16"
18'
5'9-13/16"
23'9-13/16"
5'9-13/16"
29'7-11/16"
5'9-13/16"
36'
6'4-5/16"
6'4-5/16"
6'4-5/16"
9'3-1/4"
2'10-15/16"
18'
8'8-3/4"
26'8-3/4"
8'8-3/4"
36'
9'3-1/4"1'
4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.Webs 2x4 DF-L Stud :W3, W4 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1860 /-/-/688 /130 /200
I 1962 /-/-/740 /144 /-
Wind reactions based on MWFRS
A Brg Width = 2.0 Min Req =2.0
I Brg Width = 3.5 Min Req =2.1Bearings A & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 840 -3454
B - C 792 -3092
C - D 806 -2981
D - E 651 -2200
E - F 643 -2199
Chords Tens.Comp.
F - G 776 -3000
G - H 762 -3111
H - I 803 -3478
I - J 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - O 2986 -632
O - N 2442 -426N - M 2442 -426
Chords Tens.Comp.
M - L 2449 -443
L - K 2449 -443K - I 3013 -601
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - O 217 -470
O - D 527 -135
D - M 281 -965
E - M 1354 -351
Webs Tens.Comp.
M - F 281 -974
F - K 549 -111
K - H 192 -486
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: 3.59 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):0.197 M 999 240
VERT(CL):0.290 M 999 180
HORZ(LL):0.082 K - -
HORZ(TL):0.121 K - -
Creep Factor: 2.0
Max TC CSI:0.499
Max BC CSI:0.562
Max Web CSI:0.389
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A4
Ply: 1
Qty:11
Wgt: 187.6 lbs
SEQN: 197224 / T4 / COMN
FROM:DRW:
.../...06/11/2019
W3
W4
W3
(a)(a)
A
B
C
D
E
F
G
H
I
J
KLMNO
6 12
4X8(B3)
2X4
3X6
3X6
3X6
H0312
5X6
3X12
3X6
3X6 3X6
3X6
2X4
3X12(B3T)
35'10-1/2"
6'2-13/16"
6'2-13/16"
12'0-11/16"
5'9-13/16"
17'10-1/2"
5'9-13/16"
23'8-5/16"
5'9-13/16"
29'6-3/16"
5'9-13/16"
35'10-1/2"
6'4-5/16"
9'1-3/4"
9'1-3/4"
17'10-1/2"
8'8-3/4"
26'7-1/4"
8'8-3/4"
35'10-1/2"
9'3-1/4"1'
4-15/16"4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.Webs 2x4 DF-L Stud :W3, W4 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1860 /-/-/688 /130 /200
I 1962 /-/-/740 /144 /-
Wind reactions based on MWFRS
A Brg Width = 2.0 Min Req =2.0
I Brg Width = 3.5 Min Req =2.1Bearings A & I Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 840 -3454
B - C 792 -3092
C - D 806 -2981
D - E 651 -2200
E - F 643 -2199
Chords Tens.Comp.
F - G 776 -3000
G - H 762 -3111
H - I 803 -3478
I - J 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - O 2986 -632
O - N 2442 -426N - M 2442 -426
Chords Tens.Comp.
M - L 2449 -443
L - K 2449 -443K - I 3013 -601
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - O 217 -470
O - D 527 -135
D - M 281 -965
E - M 1354 -351
Webs Tens.Comp.
M - F 281 -974
F - K 549 -111
K - H 192 -486
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: 3.59 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):0.197 M 999 240
VERT(CL):0.290 M 999 180
HORZ(LL):0.082 K - -
HORZ(TL):0.121 K - -
Creep Factor: 2.0
Max TC CSI:0.499
Max BC CSI:0.562
Max Web CSI:0.389
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A4
Ply: 1
Qty:11
Wgt: 187.6 lbs
SEQN: 197224 / T4 / COMN
FROM:DRW:
.../...06/11/2019
W3
W4
W3
(a)(a)
A
B
C
D
E
F
G
H
I
J
KLMNO
6 12
4X8(B3)
2X4
3X6
3X6
3X6
H0312
5X6
3X12
3X6
3X6 3X6
3X6
2X4
3X12(B3T)
35'10-1/2"
6'2-13/16"
6'2-13/16"
12'0-11/16"
5'9-13/16"
17'10-1/2"
5'9-13/16"
23'8-5/16"
5'9-13/16"
29'6-3/16"
5'9-13/16"
35'10-1/2"
6'4-5/16"
9'1-3/4"
9'1-3/4"
17'10-1/2"
8'8-3/4"
26'7-1/4"
8'8-3/4"
35'10-1/2"
9'3-1/4"1'
4-15/16"4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 :M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*124 /-/-/38 /9 /6
Wind reactions based on MWFRS
U Brg Width = 430 Min Req =-
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 110 -152
B - C 104 -134
C - D 99 -116
D - E 93 -97
E - F 107 -78
F - G 113 -68
G - H 157 -73
H - I 200 -85I - J 245 -88
J - K 289 -101
K - L 289 -104
Chords Tens.Comp.
L - M 242 -85
M - N 198 -82
N - O 155 -72
O - P 111 -36
P - Q 105 -76
Q - R 68 -78
R - S 68 -84
S - T 74 -103T - U 72 -117
U - V 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A -AM 136 -94
AM-AL 136 -97
AL-AK 136 -98
AK-AJ 136 -99
AJ-AI 136 -100
AI-AH 136 -100
AH-AG 164 -90
AG-AF 165 -90
AF-AE 166 -90
Chords Tens.Comp.
AE-AD 164 -90
AD-AC 164 -89
AC-AB 163 -89
AB-AA 163 -88
AA- Z 162 -88
Z - Y 161 -87
Y - X 160 -86
X - W 158 -85
W -U 152 -83
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AM 145 -193
C -AL 99 -211
D -AK 74 -215
E -AJ 75 -223
G -AI 75 -229
H -AH 74 -265
I -AG 96 -321
J -AF 149 -359
K -AE 0 -206
Gables Tens.Comp.
AD- L 154 -373
AC- M 91 -316
AB- N 74 -260
AA- O 75 -229
Z - Q 74 -222
Y - R 74 -214
X - S 79 -215
W -T 91 -191
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: 3.59 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 L 999 240
VERT(CL):0.005 L 999 180
HORZ(LL):0.003 Q - -
HORZ(TL):0.004 M - -
Creep Factor: 2.0
Max TC CSI:0.098
Max BC CSI:0.028
Max Web CSI:0.435
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A5
Ply: 1
Qty:1
Wgt: 232.4 lbs
SEQN: 197243 / T19 / GABL
FROM:DRW:
.../...06/11/2019
M9
(a)(a)
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6 12
3X6(B1)
3X6
5X6
5X6
5X6 5X6
3X6
3X6(A1T)
35'10-1/2"
1'11-1/4"2'(TYP)
17'10-1/2"
17'10-1/2"
35'10-1/2"
18'
35'10-1/2"
35'10-1/2"1'
4-15/16"4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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 :M9 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*124 /-/-/38 /9 /6
Wind reactions based on MWFRS
U Brg Width = 430 Min Req =-
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 110 -152
B - C 104 -134
C - D 99 -116
D - E 93 -97
E - F 107 -78
F - G 113 -68
G - H 157 -73
H - I 200 -85I - J 245 -88
J - K 289 -101
K - L 289 -104
Chords Tens.Comp.
L - M 242 -85
M - N 198 -82
N - O 155 -72
O - P 111 -36
P - Q 105 -76
Q - R 68 -78
R - S 68 -84
S - T 74 -103T - U 72 -117
U - V 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A -AM 136 -94
AM-AL 136 -97
AL-AK 136 -98
AK-AJ 136 -99
AJ-AI 136 -100
AI-AH 136 -100
AH-AG 164 -90
AG-AF 165 -90
AF-AE 166 -90
Chords Tens.Comp.
AE-AD 164 -90
AD-AC 164 -89
AC-AB 163 -89
AB-AA 163 -88
AA- Z 162 -88
Z - Y 161 -87
Y - X 160 -86
X - W 158 -85
W -U 152 -83
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AM 145 -193
C -AL 99 -211
D -AK 74 -215
E -AJ 75 -223
G -AI 75 -229
H -AH 74 -265
I -AG 96 -321
J -AF 149 -359
K -AE 0 -206
Gables Tens.Comp.
AD- L 154 -373
AC- M 91 -316
AB- N 74 -260
AA- O 75 -229
Z - Q 74 -222
Y - R 74 -214
X - S 79 -215
W -T 91 -191
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: 3.59 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 L 999 240
VERT(CL):0.005 L 999 180
HORZ(LL):0.003 Q - -
HORZ(TL):0.004 M - -
Creep Factor: 2.0
Max TC CSI:0.098
Max BC CSI:0.028
Max Web CSI:0.435
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:A5
Ply: 1
Qty:1
Wgt: 232.4 lbs
SEQN: 197243 / T19 / GABL
FROM:DRW:
.../...06/11/2019
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(a)(a)
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B
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6 12
3X6(B1)
3X6
5X6
5X6
5X6 5X6
3X6
3X6(A1T)
35'10-1/2"
1'11-1/4"2'(TYP)
17'10-1/2"
17'10-1/2"
35'10-1/2"
18'
35'10-1/2"
35'10-1/2"1'
4-15/16"4-3/16"
9 '4 -3 /1 6 "
9 '9 -1 5 /1 6 "
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and otherrequirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1477 /-/-/524 /117 /156
P 1477 /-/-/524 /117 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.6
P Brg Width = 3.5 Min Req =1.6Bearings B & P Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 521 -2349
C - D 548 -2320
D - E 579 -2278
E - F 567 -2128
F - G 557 -2048G - H 583 -2026
H - I 630 -1994
Chords Tens.Comp.
I - J 630 -1994
J - K 583 -2026
K - L 557 -2048
L - M 567 -2128
M - N 579 -2278
N - O 548 -2320O - P 522 -2349
P - Q 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AC 2029 -383
AC-AB 2024 -381
AB-AA 2020 -379
AA- Z 2023 -379
Z - Y 1383 -182
Y - X 1383 -182
X - W 1383 -182
Chords Tens.Comp.
W -V 1383 -182
V - U 1383 -182
U - T 2023 -389
T - S 2020 -389
S - R 2024 -391
R - P 2029 -393
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
F -AD 155 -480
AD- Z 184 -613
Z -AE 802 -236
AF- I 830 -246
Webs Tens.Comp.
I -AG 830 -246
AH- U 801 -236
U -AI 184 -613
AI- L 155 -480
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AC 50 -68
D -AB 57 -122
E -AA 155 -33
AD- G 65 -169
AE- Y 94 -149
Gables Tens.Comp.
AG- J 106 -187
V -AH 94 -150
K -AI 65 -169
T - M 155 -33
S - N 57 -122
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):0.099 H 999 240
VERT(CL):0.144 H 999 180
HORZ(LL):0.042 D - -
HORZ(TL):0.061 D - -
Creep Factor: 2.0
Max TC CSI:0.323
Max BC CSI:0.553
Max Web CSI:0.469
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:B1
Ply: 1
Qty:1
Wgt: 173.6 lbs
SEQN: 197261 / T18 / GABL
FROM:
Page 1 of 2
DRW:
.../...06/11/2019
A
B
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AI
6 12
3X12(B3T)
3X6
5X8(R1)
2X4(**)
3X6
3X6
3X12(B3T)
23'6"
1'9"2'(TYP)
6'1-3/4"
6'1-3/4"
11'9"
5'7-1/4"
17'4-1/4"
5'7-1/4"
23'6"
6'1-3/4"
8'0-3/16"
8'0-3/16"
15'5-13/16"
7'5-11/16"
23'6"
8'0-3/16"1'1'
4-3/16"
6 '2 -1 1 /1 6 "
6 '8 -7 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &
GABRST101014 for gable wind bracing and otherrequirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1477 /-/-/524 /117 /156
P 1477 /-/-/524 /117 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.6
P Brg Width = 3.5 Min Req =1.6Bearings B & P Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 47 0
B - C 521 -2349
C - D 548 -2320
D - E 579 -2278
E - F 567 -2128
F - G 557 -2048G - H 583 -2026
H - I 630 -1994
Chords Tens.Comp.
I - J 630 -1994
J - K 583 -2026
K - L 557 -2048
L - M 567 -2128
M - N 579 -2278
N - O 548 -2320O - P 522 -2349
P - Q 47 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AC 2029 -383
AC-AB 2024 -381
AB-AA 2020 -379
AA- Z 2023 -379
Z - Y 1383 -182
Y - X 1383 -182
X - W 1383 -182
Chords Tens.Comp.
W -V 1383 -182
V - U 1383 -182
U - T 2023 -389
T - S 2020 -389
S - R 2024 -391
R - P 2029 -393
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
F -AD 155 -480
AD- Z 184 -613
Z -AE 802 -236
AF- I 830 -246
Webs Tens.Comp.
I -AG 830 -246
AH- U 801 -236
U -AI 184 -613
AI- L 155 -480
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AC 50 -68
D -AB 57 -122
E -AA 155 -33
AD- G 65 -169
AE- Y 94 -149
Gables Tens.Comp.
AG- J 106 -187
V -AH 94 -150
K -AI 65 -169
T - M 155 -33
S - N 57 -122
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):0.099 H 999 240
VERT(CL):0.144 H 999 180
HORZ(LL):0.042 D - -
HORZ(TL):0.061 D - -
Creep Factor: 2.0
Max TC CSI:0.323
Max BC CSI:0.553
Max Web CSI:0.469
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:B1
Ply: 1
Qty:1
Wgt: 173.6 lbs
SEQN: 197261 / T18 / GABL
FROM:
Page 1 of 2
DRW:
.../...06/11/2019
A
B
C
D
E F
G
H
I
J
K
L M
N
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RSTUVWXYZAAABAC
AD
AE AF AGAH
AI
6 12
3X12(B3T)
3X6
5X8(R1)
2X4(**)
3X6
3X6
3X12(B3T)
23'6"
1'9"2'(TYP)
6'1-3/4"
6'1-3/4"
11'9"
5'7-1/4"
17'4-1/4"
5'7-1/4"
23'6"
6'1-3/4"
8'0-3/16"
8'0-3/16"
15'5-13/16"
7'5-11/16"
23'6"
8'0-3/16"1'1'
4-3/16"
6 '2 -1 1 /1 6 "
6 '8 -7 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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
H -AF 105 -187
I - X 190 -59
R - O 50 -68
Job Number:PC197232
-SCOTT STOKER
Truss Label:B1
Ply: 1
Qty:1
Wgt: 173.6 lbs
SEQN: 197261 / T18 / GABL
FROM:
Page 2 of 2
DRW:
.../...06/11/2019
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1318 /-/-/494 /98 /139
F 1318 /-/-/494 /98 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 501 -2138
C - D 511 -1857
Chords Tens.Comp.
D - E 511 -1857
E - F 501 -2138
F - G 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1831 -346
J - I 1210 -163
Chords Tens.Comp.
I - H 1210 -163
H - F 1831 -355
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 199 -608
J - D 761 -160
Webs Tens.Comp.
D - H 761 -160
H - E 199 -608
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):0.077 H 999 240
VERT(CL):0.109 H 999 180
HORZ(LL):0.031 H - -
HORZ(TL):0.045 H - -
Creep Factor: 2.0
Max TC CSI:0.467
Max BC CSI:0.389
Max Web CSI:0.255
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:B2
Ply: 1
Qty:4
Wgt: 109.2 lbs
SEQN: 197254 / T3 / COMN
FROM:DRW:
.../...06/11/2019
A
B
C
D
E
F
G
HIJ
6 12
3X6(A1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(A1T)
23'6"
6'1-3/4"
6'1-3/4"
11'9"
5'7-1/4"
17'4-1/4"
5'7-1/4"
23'6"
6'1-3/4"
8'0-3/16"
8'0-3/16"
15'5-13/16"
7'5-11/16"
23'6"
8'0-3/16"1'1'
4-3/16"
6 '2 -1 1 /1 6 "
6 '8 -7 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses 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-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1318 /-/-/494 /98 /139
F 1318 /-/-/494 /98 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5Bearings B & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 42 0
B - C 501 -2138
C - D 511 -1857
Chords Tens.Comp.
D - E 511 -1857
E - F 501 -2138
F - G 42 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1831 -346
J - I 1210 -163
Chords Tens.Comp.
I - H 1210 -163
H - F 1831 -355
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 199 -608
J - D 761 -160
Webs Tens.Comp.
D - H 761 -160
H - E 199 -608
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):0.077 H 999 240
VERT(CL):0.109 H 999 180
HORZ(LL):0.031 H - -
HORZ(TL):0.045 H - -
Creep Factor: 2.0
Max TC CSI:0.467
Max BC CSI:0.389
Max Web CSI:0.255
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:B2
Ply: 1
Qty:4
Wgt: 109.2 lbs
SEQN: 197254 / T3 / COMN
FROM:DRW:
.../...06/11/2019
A
B
C
D
E
F
G
HIJ
6 12
3X6(A1T)
2X4
3X6
4X6
3X6 3X6
2X4
3X6(A1T)
23'6"
6'1-3/4"
6'1-3/4"
11'9"
5'7-1/4"
17'4-1/4"
5'7-1/4"
23'6"
6'1-3/4"
8'0-3/16"
8'0-3/16"
15'5-13/16"
7'5-11/16"
23'6"
8'0-3/16"1'1'
4-3/16"
6 '2 -1 1 /1 6 "
6 '8 -7 /1 6 "
-SCOTT STOKERBARNEY AMY -SCOTT STOKER
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K*116 /-/-/36 /9 /6
Wind reactions based on MWFRS
K Brg Width = 264 Min Req =-
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 51 -108
B - C 58 -102
C - D 94 -100
D - E 137 -101
E - F 184 -114
Chords Tens.Comp.
F - G 184 -114
G - H 137 -101
H - I 94 -100
I - J 58 -102
J - K 55 -108
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - U 78 -42
U - T 81 -44
T - S 82 -45
S - R 83 -45R - Q 84 -46
Q - P 84 -46
Chords Tens.Comp.
P - O 84 -50
O - N 83 -49
N - M 82 -49
M - L 82 -48L - K 82 -46
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - U 153 -264
C - T 67 -224
D - S 78 -297
E - R 147 -344F - Q 0 -163
Gables Tens.Comp.
O - G 147 -344
N - H 78 -297
M - I 67 -224
L - J 153 -264
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 U 999 240
VERT(CL):0.003 U 999 180
HORZ(LL):-0.001 U - -
HORZ(TL):0.002 U - -
Creep Factor: 2.0
Max TC CSI:0.086
Max BC CSI:0.056
Max Web CSI:0.087
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:C1
Ply: 1
Qty:1
Wgt: 120.4 lbs
SEQN: 197250 / T17 / GABL
FROM:DRW:
.../...06/11/2019
A
B
C
D
E
F
G
H
I
J
K
LMNOPQRSTU
6 12
2X4(A1)
4X6
3X6 2X4(A1)
22'
3'2'(TYP)
11'
11'
22'
11'
22'
22'
4-3/16"
5 '1 0 -3 /1 6 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Truss designed for unbalanced snow loads.
Wind
Member design based on both MWFRS and C&C.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K*116 /-/-/36 /9 /6
Wind reactions based on MWFRS
K Brg Width = 264 Min Req =-
Bearing A Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 51 -108
B - C 58 -102
C - D 94 -100
D - E 137 -101
E - F 184 -114
Chords Tens.Comp.
F - G 184 -114
G - H 137 -101
H - I 94 -100
I - J 58 -102
J - K 55 -108
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - U 78 -42
U - T 81 -44
T - S 82 -45
S - R 83 -45R - Q 84 -46
Q - P 84 -46
Chords Tens.Comp.
P - O 84 -50
O - N 83 -49
N - M 82 -49
M - L 82 -48L - K 82 -46
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - U 153 -264
C - T 67 -224
D - S 78 -297
E - R 147 -344F - Q 0 -163
Gables Tens.Comp.
O - G 147 -344
N - H 78 -297
M - I 67 -224
L - J 153 -264
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 U 999 240
VERT(CL):0.003 U 999 180
HORZ(LL):-0.001 U - -
HORZ(TL):0.002 U - -
Creep Factor: 2.0
Max TC CSI:0.086
Max BC CSI:0.056
Max Web CSI:0.087
Mfg Specified Camber:
VIEW Ver: 18.02.01.0118.17
Job Number:PC197232
-SCOTT STOKER
Truss Label:C1
Ply: 1
Qty:1
Wgt: 120.4 lbs
SEQN: 197250 / T17 / GABL
FROM:DRW:
.../...06/11/2019
A
B
C
D
E
F
G
H
I
J
K
LMNOPQRSTU
6 12
2X4(A1)
4X6
3X6 2X4(A1)
22'
3'2'(TYP)
11'
11'
22'
11'
22'
22'
4-3/16"
5 '1 0 -3 /1 6 "