HomeMy WebLinkAboutClidence Truss Stamped DrawingsSite Information:
Customer:Daviess County Metal Sales Inc.Job Number:
Address:City, State, Zip:
642204
JobDescription:Carter Lumber #32-12
Alpine, an ITW Company
2820 N. Great Southwest Parkway
Grand Prarie, TX 75050
www.alpineitw.com
Job Engineering Criteria:
ASCE 7-10Wind Standard:
IBC 2012Design Code:
115Wind Speed (mph):
15.01.02.1108.16View Version:
20.00-10.00- 0.00-
10.00
Roof Load (psf):NoneFloor Load (psf):
This package contains a job notes page, 2 truss drawings and 2 details.
JRef #:1Wbe73320003
Item Seal #Truss Item Seal #Truss
T-11150.18.1104.38385 T-22150.18.1111.16940
Printed 5/30/2018 11:42:14 AM
05/30/2018
**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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1Webs 2x4 SP #2
Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)BC 94 0.70 23.30Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 1129 / 329 / 785 / -/ 161 / 5.5
H 1129 / 329 / 785 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
H Min Brg Width Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1197 -2924
C - D 1098 -2715
D - E 860 -2107
Chords Tens.Comp.
E - F 860 -2107
F - G 1098 -2715
G - H 1196 -2924
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2614 -947
L - K 2375 -760
Chords Tens.Comp.
K - J 2375 -759
J - H 2614 -946
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 361 -532E - K 1622 -553
Webs Tens.Comp.
K - F 361 -532
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: C
Mean Height: 21.17 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 15.4 Ce: 1.0
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2012
TPI Std:2007
Rep Factors Used: Yes
FT/RT:20(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.201 K 999 240
VERT(TL):0.508 K 560 240
HORZ(LL):0.144 J - -
HORZ(TL):0.363 J - -
Creep Factor: 1.5
Max TC CSI:0.671
Max BC CSI:0.985
Max Web CSI:0.398
VIEW Ver: 15.01.02G.1108.16
Job Number:642204
Carter Lumber #32-12
Truss Label:T-1
Ply: 1
Qty:17
SEQN:154096 /T15 SCIS
FROM: JC
Cust: R7332 JRef:1Wbe73320003
DrwNo:150.18.1104.38385
/BM 05/30/2018
A
B
C
D
E
F
G
H
I
J
K
L
6 12
3
123X6(A1)
2X4
3X4
3X4
4X5
6X6
3X4
3X4
2X4
3X6(A1)
24'
4'10"13
4'10"13
8'5"6
3'6"10
12'
3'6"10
15'6"10
3'6"10
19'1"3
3'6"10
24'
4'10"13
5"8
5"8 6'8"9
6'3"1
12'
5'3"7
17'3"7
5'3"7
23'6"8
6'3"1
24'
5"8
2'2'
4"32'10"106'4"37'3"15**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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1Webs 2x4 SP #2
Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)BC 94 0.70 23.30Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 1129 / 329 / 785 / -/ 161 / 5.5
H 1129 / 329 / 785 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
H Min Brg Width Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1197 -2924
C - D 1098 -2715
D - E 860 -2107
Chords Tens.Comp.
E - F 860 -2107
F - G 1098 -2715
G - H 1196 -2924
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2614 -947
L - K 2375 -760
Chords Tens.Comp.
K - J 2375 -759
J - H 2614 -946
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 361 -532E - K 1622 -553
Webs Tens.Comp.
K - F 361 -532
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: C
Mean Height: 21.17 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 15.4 Ce: 1.0
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2012
TPI Std:2007
Rep Factors Used: Yes
FT/RT:20(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.201 K 999 240
VERT(TL):0.508 K 560 240
HORZ(LL):0.144 J - -
HORZ(TL):0.363 J - -
Creep Factor: 1.5
Max TC CSI:0.671
Max BC CSI:0.985
Max Web CSI:0.398
VIEW Ver: 15.01.02G.1108.16
Job Number:642204
Carter Lumber #32-12
Truss Label:T-1
Ply: 1
Qty:17
SEQN:154096 /T15 SCIS
FROM: JC
Cust: R7332 JRef:1Wbe73320003
DrwNo:150.18.1104.38385
/BM 05/30/2018
A
B
C
D
E
F
G
H
I
J
K
L
6 12
3
123X6(A1)
2X4
3X4
3X4
4X5
6X6
3X4
3X4
2X4
3X6(A1)
24'
4'10"13
4'10"13
8'5"6
3'6"10
12'
3'6"10
15'6"10
3'6"10
19'1"3
3'6"10
24'
4'10"13
5"8
5"8 6'8"9
6'3"1
12'
5'3"7
17'3"7
5'3"7
23'6"8
6'3"1
24'
5"8
2'2'
4"32'10"106'4"37'3"1505/30/2018
**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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1Webs 2x4 SP #2
Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)BC 75 0.15 23.85
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
B*100 / 22 / 73 / -/ 13 / 144
U*87 / 32 / 68 / -/ -/ 144
Wind reactions based on MWFRS
B Min Brg Width Req =-
U Min Brg Width Req =-
Bearings B & U are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: C
Mean Height: 21.17 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 15.4 Ce: 1.0
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2012
TPI Std:2007
Rep Factors Used: Yes
FT/RT:20(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 Z 999 240
VERT(TL):0.002 I 999 240
HORZ(LL):-0.002 D - -
HORZ(TL):-0.003 F - -
Creep Factor: 1.5
Max TC CSI:0.282
Max BC CSI:0.070
Max Web CSI:0.084
VIEW Ver: 15.01.02G.1108.16
Job Number:642204
Carter Lumber #32-12
Truss Label:T-2
Ply: 1
Qty:2
SEQN:154102 /T16 GABL
FROM: JC
Cust: R7332 JRef:1Wbe73320003
DrwNo:150.18.1111.16940
DW /BM 05/30/2018
A
B
H
N
OU
6
12
2X4(A1)
4X5
5X6 2X4(A1)
24'
2'(TYP)
12'
12'
24'
12'
24'
24'2'2'
4"36'4"37'3"15**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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Value Set: 13B (Effective 6/1/2013)
Top chord 2x4 SP #1
Bot chord 2x4 SP #1Webs 2x4 SP #2
Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)BC 75 0.15 23.85
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss designed for unbalanced snow loads.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
B*100 / 22 / 73 / -/ 13 / 144
U*87 / 32 / 68 / -/ -/ 144
Wind reactions based on MWFRS
B Min Brg Width Req =-
U Min Brg Width Req =-
Bearings B & U are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: C
Mean Height: 21.17 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 15.4 Ce: 1.0
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2012
TPI Std:2007
Rep Factors Used: Yes
FT/RT:20(0)/10(10)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 Z 999 240
VERT(TL):0.002 I 999 240
HORZ(LL):-0.002 D - -
HORZ(TL):-0.003 F - -
Creep Factor: 1.5
Max TC CSI:0.282
Max BC CSI:0.070
Max Web CSI:0.084
VIEW Ver: 15.01.02G.1108.16
Job Number:642204
Carter Lumber #32-12
Truss Label:T-2
Ply: 1
Qty:2
SEQN:154102 /T16 GABL
FROM: JC
Cust: R7332 JRef:1Wbe73320003
DrwNo:150.18.1111.16940
DW /BM 05/30/2018
A
B
H
N
OU
6
12
2X4(A1)
4X5
5X6 2X4(A1)
24'
2'(TYP)
12'
12'
24'
12'
24'
24'2'2'
4"36'4"37'3"1505/30/2018
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
05/30/2018
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 05/30/2018