HomeMy WebLinkAboutAPPROVED TRUSS SPECS - 23-00774 - YellowStone RV - BathhouseDescription :
Address : 2125 W 2000 S
Application Type :
Document Filename : TRUSSES_4-02-24-Reviewed-Corrections-Required.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
# 23-00774
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 05.23.2024
Approval of plans does not constitute approval of variance from code
Page 1 of 1
Author Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description :
Address : 2125 W 2000 S
Application Type :
Document Filename : TRUSSES_4-02-24.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
1 Free Text Cody Jones : Building Open 1 Need truss plans stamped by Engineer
1 Free Text Cody Jones : Building Open 1 One restroom to meet ADA requirements.
# 23-00774
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 04.04.2024
Approval of plans does not constitute approval of variance from code
Page 1 of 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with
diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as
shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General
Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets L/360.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
P* 153 /- /- /46 /22 /13
Wind reactions based on MWFRS
P Brg Wid = 182 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 27 -10
B - C 33 -209
C - D 32 -165
D - E 41 -153
Chords Tens. Comp.
E - F 62 -132
F - G 82 -112
G - H 88 -107
H - I 0 -29
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 270 -27
O - N 277 -29
N - M 278 -29
Chords Tens. Comp.
M - L 280 -30
L - K 282 -30
K - J 282 -30
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - O 303 -586
D - N 63 -98
E - M 146 -277
Gables Tens. Comp.
F - L 135 -256
G - K 38 -141
H - J 249 -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 7-16
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 50.0 Ct: 1.0 CAT: II
Pf: 35.0 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Building Code:
IRC 2018
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.048 B 999 240
VERT(CL): 0.064 B 999 180
HORZ(LL): 0.009 B - -
HORZ(TL): 0.012 B - -
Creep Factor: 2.0
Max TC CSI: 0.460
Max BC CSI: 0.271
Max Web CSI: 0.095
Mfg Specified Camber:
VIEW Ver: 23.02.04.0123.14
Job Number:J245331
Bath House -TRUMAN DEVELOPMENT
Truss Label:A1
Ply: 1
Qty: 2
Wgt: 68.6 lbs
SEQN: 199584 / T2 / GABL
FROM: NK DRW:
... / ... 04/02/2024
T1
T2
B1
M1
M2 M3
M4
M5
M6
15'2"
6'
2'
(TYP)
1'0"4
15'2"
15'2"1'4"1'4"
3"13
2'
1
0
"
2
3'
3
"
2
A
B
C D
E
F
G H I
J
KLMNO
P
2 12
2X4(A1T)
5X6
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with
diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as
shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General
Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets L/360.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
P* 153 /- /- /46 /22 /13
Wind reactions based on MWFRS
P Brg Wid = 182 Min Req = -
Bearing B Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 27 -10
B - C 33 -209
C - D 32 -165
D - E 41 -153
Chords Tens. Comp.
E - F 62 -132
F - G 82 -112
G - H 88 -107
H - I 0 -29
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 270 -27
O - N 277 -29
N - M 278 -29
Chords Tens. Comp.
M - L 280 -30
L - K 282 -30
K - J 282 -30
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C - O 303 -586
D - N 63 -98
E - M 146 -277
Gables Tens. Comp.
F - L 135 -256
G - K 38 -141
H - J 249 -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 7-16
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 50.0 Ct: 1.0 CAT: II
Pf: 35.0 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Building Code:
IRC 2018
TPI Std: 2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.048 B 999 240
VERT(CL): 0.064 B 999 180
HORZ(LL): 0.009 B - -
HORZ(TL): 0.012 B - -
Creep Factor: 2.0
Max TC CSI: 0.460
Max BC CSI: 0.271
Max Web CSI: 0.095
Mfg Specified Camber:
VIEW Ver: 23.02.04.0123.14
Job Number:J245331
Bath House -TRUMAN DEVELOPMENT
Truss Label:A1
Ply: 1
Qty: 2
Wgt: 68.6 lbs
SEQN: 199584 / T2 / GABL
FROM: NK DRW:
... / ... 04/02/2024
T1
T2
B1
M1
M2 M3
M4
M5
M6
15'2"
6'
2'
(TYP)
1'0"4
15'2"
15'2"1'4"1'4"
3"13
2'
1
0
"
2
3'
3
"
2
A
B
C D
E
F
G H I
J
KLMNO
P
2 12
2X4(A1T)
5X6
3X6
One restroom to meet ADA requirements.
N eed truss p la ns sta mp ed b y
E ng ineer
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with
diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as
shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General
Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets L/360.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H 906 /- /- /296 /107 /116
F 883 /- /- /272 /97 /-
Wind reactions based on MWFRS
H Brg Wid = 5.5 Min Req = 1.5 (Truss)
F Brg Wid = 5.5 Min Req = 1.5 (Truss)
Bearings H & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -4
B - C 788 -2435
Chords Tens. Comp.
C - D 32 -84
D - E 0 -18
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 2365 -865
Chords Tens. Comp.
G - F 2350 -869
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 305 0
C - F 852 -2377
Webs Tens. Comp.
D - F 223 -349
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-16
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 50.0 Ct: 1.0 CAT: II
Pf: 35.0 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Building Code:
IRC 2018
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.157 B 999 240
VERT(CL): 0.227 B 795 180
HORZ(LL): 0.031 F - -
HORZ(TL): 0.045 F - -
Creep Factor: 2.0
Max TC CSI: 0.805
Max BC CSI: 0.695
Max Web CSI: 0.427
Mfg Specified Camber:
VIEW Ver: 23.02.04.0123.14
Job Number:J245331
Bath House -TRUMAN DEVELOPMENT
Truss Label:A2
Ply: 1
Qty: 12
Wgt: 70.0 lbs
SEQN: 199581 / T1 / MONO
FROM: NK DRW:
... / ... 04/02/2024
T1
T2
B1
W1
W2
W3
15'2"
8'4"12
8'4"12
15'2"
6'9"4
8'4"12
8'4"12
15'2"
6'9"41'4"1'4"
3"13
2'
1
0
"
2
3'
3
"
2
(a)
A
B
C
D E
FGH
2 12
3X6(A1T)
2X4
5X8
2X4
5X6(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 (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed with
diagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position as
shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's General
Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the
truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page
listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 DF-L #1&Bet.;
Bot chord: 2x4 DF-L #1&Bet.;
Webs: 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical exposed to wind pressure.
Deflection meets L/360.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+ / R- / Rh / Rw / U / RL
H 906 /- /- /296 /107 /116
F 883 /- /- /272 /97 /-
Wind reactions based on MWFRS
H Brg Wid = 5.5 Min Req = 1.5 (Truss)
F Brg Wid = 5.5 Min Req = 1.5 (Truss)
Bearings H & F Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -4
B - C 788 -2435
Chords Tens. Comp.
C - D 32 -84
D - E 0 -18
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 2365 -865
Chords Tens. Comp.
G - F 2350 -869
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 305 0
C - F 852 -2377
Webs Tens. Comp.
D - F 223 -349
Loading Criteria (psf)
TCLL: 35.00
TCDL: 8.00
BCLL: 0.00
BCDL: 8.00
Des Ld: 51.00
NCBCLL: 10.00
Soffit: 0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-16
Speed: 115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 50.0 Ct: 1.0 CAT: II
Pf: 35.0 Ce: 1.0
Lu: - Cs: 1.00
Snow Duration: 1.15
Building Code:
IRC 2018
TPI Std: 2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.157 B 999 240
VERT(CL): 0.227 B 795 180
HORZ(LL): 0.031 F - -
HORZ(TL): 0.045 F - -
Creep Factor: 2.0
Max TC CSI: 0.805
Max BC CSI: 0.695
Max Web CSI: 0.427
Mfg Specified Camber:
VIEW Ver: 23.02.04.0123.14
Job Number:J245331
Bath House -TRUMAN DEVELOPMENT
Truss Label:A2
Ply: 1
Qty: 12
Wgt: 70.0 lbs
SEQN: 199581 / T1 / MONO
FROM: NK DRW:
... / ... 04/02/2024
T1
T2
B1
W1
W2
W3
15'2"
8'4"12
8'4"12
15'2"
6'9"4
8'4"12
8'4"12
15'2"
6'9"41'4"1'4"
3"13
2'
1
0
"
2
3'
3
"
2
(a)
A
B
C
D E
FGH
2 12
3X6(A1T)
2X4
5X8
2X4
5X6(R)