49 Dudley St RES20-0172 15 of 17 truss calcs_1Site Information:
Customer:Accu-Span Truss Company Job Number:
Address:City, State, Zip:
21190
PARCEL 3 DUTTON ISLAND
JobDescription:MODEL 1891A /MODEL 1891A -Pinnacle Homes
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Address:City, State, Zip:
Name:License #:State:
Name, Address and License # of Structural EOR if one exists for the building:
Job Engineering Criteria:
ASCE 7-10Wind Standard:
FBC 2017 RESDesign Code:
140Wind Speed (mph):
17.02.01.1114.21View Version:
20.00- 7.00- 0.00-
10.00
Roof Load (psf):NoneFloor Load (psf):
This package contains a job notes page, 29 truss drawings and 6 details.
JRef #:1W dP4080027
Item Seal #Truss Item Seal #Truss
A1
A3
A5G
B01
B03
CJ2A
CJ4A
EJ6A
FG2
FT1GE
FT2A
FT3
FT4B
HJ6
FT6
1
3
5
7
9
11
13
15
17
19
21
23
25
27
29
233.18.1627.19579
233.18.1627.19844
233.18.1627.19749
233.18.1627.20000
233.18.1627.19984
233.18.1627.19830
233.18.1627.19719
233.18.1627.19704
233.18.1627.20030
233.18.1627.19688
233.18.1627.19953
233.18.1627.19985
233.18.1627.19874
233.18.1627.19533
234.18.0815.21983
A2
A4
A6G
B02
CJ2
CJ4
EJ6
FG1
FT1
FT2
FT3
FT4
FT4GE
HJ6A
2
4
6
8
10
12
14
16
18
20
22
24
26
28
233.18.1627.19625
233.18.1627.19549
233.18.1627.19766
233.18.1627.19954
233.18.1627.19548
233.18.1627.19829
233.18.1627.19594
233.18.1627.20016
233.18.1627.19689
233.18.1627.19845
233.18.1627.19690
233.18.1627.19875
233.18.1627.19532
233.18.1627.19828
Printed 8/22/2018 10:28:32 AMFlorida Certificate of Product Approval #FL1999
08/22/2018
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 413 / 457 / -/ 94 / 5.5
F 975 / 413 / 457 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1657 -2306
C - D 1316 -1885
Chords Tens.Comp.
D - E 1316 -1885
E - F 1657 -2306
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2167 -1503
I - H 1372 -873
Chords Tens.Comp.
H - F 2167 -1512
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 500 -476
I - D 562 -248
Webs Tens.Comp.
D - H 562 -248
H - E 500 -476
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.79 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.113 D 999 240
VERT(TL):0.302 D 999 180
HORZ(LL):0.035 H - -
HORZ(TL):0.064 H - -
Creep Factor: 2.0
Max TC CSI:0.564
Max BC CSI:0.715
Max W eb CSI:0.214
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A1
Ply: 1
Qty:14
SEQN:106240 /T2 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19579
KM /WHK 08/21/2018
18'7"A
B
C
D
E
F
G
HI
4 12
3X4(A1)
2X4
5X6
4X6(R1)
5X6
2X4
3X4(A1)
24'6"
4'5"11
4'5"11
12'3"
7'9"4
20'0"4
7'9"4
24'6"
4'5"12
8'
8'
16'6"
8'6"
24'6"
8'1'1'
3"15
4 '4 "1 5
4 '8 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 413 / 457 / -/ 94 / 5.5
F 975 / 413 / 457 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1657 -2306
C - D 1316 -1885
Chords Tens.Comp.
D - E 1316 -1885
E - F 1657 -2306
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2167 -1503
I - H 1372 -873
Chords Tens.Comp.
H - F 2167 -1512
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 500 -476
I - D 562 -248
Webs Tens.Comp.
D - H 562 -248
H - E 500 -476
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.79 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.113 D 999 240
VERT(TL):0.302 D 999 180
HORZ(LL):0.035 H - -
HORZ(TL):0.064 H - -
Creep Factor: 2.0
Max TC CSI:0.564
Max BC CSI:0.715
Max W eb CSI:0.214
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A1
Ply: 1
Qty:14
SEQN:106240 /T2 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19579
KM /WHK 08/21/2018
18'7"A
B
C
D
E
F
G
HI
4 12
3X4(A1)
2X4
5X6
4X6(R1)
5X6
2X4
3X4(A1)
24'6"
4'5"11
4'5"11
12'3"
7'9"4
20'0"4
7'9"4
24'6"
4'5"12
8'
8'
16'6"
8'6"
24'6"
8'1'1'
3"15
4 '4 "1 5
4 '8 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 406 / 457 / -/ 92 / 5.5
F 975 / 406 / 457 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1639 -2306
C - D 1286 -1885
Chords Tens.Comp.
D - E 1286 -1885
E - F 1639 -2306
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2167 -1487
I - H 1372 -845
Chords Tens.Comp.
H - F 2167 -1495
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 509 -476
I - D 562 -253
Webs Tens.Comp.
D - H 562 -253
H - E 509 -476
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: No
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.113 D 999 240
VERT(TL):0.302 D 999 180
HORZ(LL):0.035 H - -
HORZ(TL):0.064 H - -
Creep Factor: 2.0
Max TC CSI:0.564
Max BC CSI:0.715
Max W eb CSI:0.214
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A2
Ply: 1
Qty:1
SEQN:106246 /T18 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19625
KM /WHK 08/21/2018
18'7"A
B
C
D
E
F
G
HI
4 12
3X4(A1)
2X4
5X6
6X6
5X6
2X4
3X4(A1)
24'6"
4'5"11
4'5"11
12'
7'6"4
20'0"4
8'0"4
24'6"
4'5"12
8'
8'
16'6"
8'6"
24'6"
8'1'1'
3"15
4 '3 "1 5
4 '7 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 406 / 457 / -/ 92 / 5.5
F 975 / 406 / 457 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1639 -2306
C - D 1286 -1885
Chords Tens.Comp.
D - E 1286 -1885
E - F 1639 -2306
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2167 -1487
I - H 1372 -845
Chords Tens.Comp.
H - F 2167 -1495
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 509 -476
I - D 562 -253
Webs Tens.Comp.
D - H 562 -253
H - E 509 -476
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: No
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.113 D 999 240
VERT(TL):0.302 D 999 180
HORZ(LL):0.035 H - -
HORZ(TL):0.064 H - -
Creep Factor: 2.0
Max TC CSI:0.564
Max BC CSI:0.715
Max W eb CSI:0.214
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A2
Ply: 1
Qty:1
SEQN:106246 /T18 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19625
KM /WHK 08/21/2018
18'7"A
B
C
D
E
F
G
HI
4 12
3X4(A1)
2X4
5X6
6X6
5X6
2X4
3X4(A1)
24'6"
4'5"11
4'5"11
12'
7'6"4
20'0"4
8'0"4
24'6"
4'5"12
8'
8'
16'6"
8'6"
24'6"
8'1'1'
3"15
4 '3 "1 5
4 '7 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 406 / 471 / -/ 80 / 5.5
G 975 / 406 / 471 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
G Min Brg Width Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1523 -2133
C - D 1215 -1739
D - E 1210 -1613
Chords Tens.Comp.
E - F 1208 -1729
F - G 1523 -2130
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1992 -1356
J - I 1611 -964
Chords Tens.Comp.
I - G 1990 -1364
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 424 -412
Webs Tens.Comp.
I - F 429 -419
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.105 J 999 240
VERT(TL):0.282 J 999 180
HORZ(LL):0.035 I - -
HORZ(TL):0.064 I - -
Creep Factor: 2.0
Max TC CSI:0.369
Max BC CSI:0.827
Max W eb CSI:0.210
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A3
Ply: 1
Qty:1
SEQN:106249 /T17 /HIPS
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19844
KM /WHK 08/21/2018
18'7"A
B
C
D E
F
G
H
IJ
4 12
3X4(A1)
2X4
4X6
3X4 5X6
4X6
2X4
3X4(A1)
24'6"
5'6"8
5'6"8
10'
4'5"8
14'6"
4'6"
18'11"9
4'5"8
24'6"
5'6"7
10'
10'
14'4"4
4'4"4
24'6"
10'1"121'1'
3"15
3 '7 "1 5
3 '1 1 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 406 / 471 / -/ 80 / 5.5
G 975 / 406 / 471 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
G Min Brg Width Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1523 -2133
C - D 1215 -1739
D - E 1210 -1613
Chords Tens.Comp.
E - F 1208 -1729
F - G 1523 -2130
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1992 -1356
J - I 1611 -964
Chords Tens.Comp.
I - G 1990 -1364
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 424 -412
Webs Tens.Comp.
I - F 429 -419
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.105 J 999 240
VERT(TL):0.282 J 999 180
HORZ(LL):0.035 I - -
HORZ(TL):0.064 I - -
Creep Factor: 2.0
Max TC CSI:0.369
Max BC CSI:0.827
Max W eb CSI:0.210
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A3
Ply: 1
Qty:1
SEQN:106249 /T17 /HIPS
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19844
KM /WHK 08/21/2018
18'7"A
B
C
D E
F
G
H
IJ
4 12
3X4(A1)
2X4
4X6
3X4 5X6
4X6
2X4
3X4(A1)
24'6"
5'6"8
5'6"8
10'
4'5"8
14'6"
4'6"
18'11"9
4'5"8
24'6"
5'6"7
10'
10'
14'4"4
4'4"4
24'6"
10'1"121'1'
3"15
3 '7 "1 5
3 '1 1 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 400 / 480 / -/ 67 / 5.5
F 975 / 400 / 480 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1356 -2031
C - D 1350 -2007
Chords Tens.Comp.
D - E 1350 -2007
E - F 1356 -2031
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1872 -1166
J - I 1881 -1167
Chords Tens.Comp.
I - H 1881 -1176
H - F 1871 -1174
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 D 999 240
VERT(TL):0.305 D 999 180
HORZ(LL):0.034 H - -
HORZ(TL):0.062 H - -
Creep Factor: 2.0
Max TC CSI:0.710
Max BC CSI:0.675
Max W eb CSI:0.111
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A4
Ply: 1
Qty:1
SEQN:106252 /T16 /HIPS
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19549
KM /WHK 08/21/2018
18'7"A
B
C D E
F
G
HIJ
4 12
3X4(A1)
4X8
2X4
2X4
5X6 2X4
4X8
3X4(A1)
24'6"
8'
8'
12'3"
4'3"
16'6"
4'3"
24'6"
8'
8'1"12
8'1"12
12'3"
4'1"4
16'4"4
4'1"4
24'6"
8'1"121'1'
3"15
2 '1 1 "1 5
3 '3 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 975 / 400 / 480 / -/ 67 / 5.5
F 975 / 400 / 480 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1356 -2031
C - D 1350 -2007
Chords Tens.Comp.
D - E 1350 -2007
E - F 1356 -2031
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1872 -1166
J - I 1881 -1167
Chords Tens.Comp.
I - H 1881 -1176
H - F 1871 -1174
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 D 999 240
VERT(TL):0.305 D 999 180
HORZ(LL):0.034 H - -
HORZ(TL):0.062 H - -
Creep Factor: 2.0
Max TC CSI:0.710
Max BC CSI:0.675
Max W eb CSI:0.111
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A4
Ply: 1
Qty:1
SEQN:106252 /T16 /HIPS
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19549
KM /WHK 08/21/2018
18'7"A
B
C D E
F
G
HIJ
4 12
3X4(A1)
4X8
2X4
2X4
5X6 2X4
4X8
3X4(A1)
24'6"
8'
8'
12'3"
4'3"
16'6"
4'3"
24'6"
8'
8'1"12
8'1"12
12'3"
4'1"4
16'4"4
4'1"4
24'6"
8'1"121'1'
3"15
2 '1 1 "1 5
3 '3 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Loading
#1 hip supports 6-0-0 jacks with no webs.
Left side jacks have 6-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 6-0-0 setback
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 6-0-0 setback with 0-0-0 cant and 1-0-0
overhang.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 1710 / 687 / -/ -/ -/ 5.5
G 1710 / 687 / -/ -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.7
G Min Brg Width Req =1.7
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1716 -4358
C - D 2081 -5333
D - E 2081 -5333
Chords Tens.Comp.
E - F 2057 -5288
F - G 1716 -4357
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 4088 -1595
L - K 4119 -1598
K - J 5348 -2101
Chords Tens.Comp.
J - I 4118 -1599
I - G 4087 -1596
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 431 -46
C - K 1348 -536
D - K 304 -417
Webs Tens.Comp.
E - J 308 -431
J - F 1308 -512
I - F 426 -45
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: No
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.310 E 938 240
VERT(TL):0.842 E 504 180
HORZ(LL):0.070 I - -
HORZ(TL):0.130 I - -
Creep Factor: 2.0
Max TC CSI:0.814
Max BC CSI:0.885
Max W eb CSI:0.514
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A5G
Ply: 1
Qty:1
SEQN:106260 /T20 /HIPS
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19749
KM /WHK 08/21/2018
T2
18'7"A
B
C D E F
G
H
IJKL
4 12
3X8(A1)
5X8
2X4
2X4
3X10
3X4
H0510 2X4
5X8
3X8(A1)
24'6"
6'
6'
10'2"9
4'2"9
14'1"11
3'11"1
18'6"
4'4"5
24'6"
6'
6'1"12
6'1"12
10'2"9
4'0"13
14'6"
4'3"7
18'4"4
3'10"4
24'6"
6'1"121'1'
3"15
2 '3 "1 5
2 '7 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Loading
#1 hip supports 6-0-0 jacks with no webs.
Left side jacks have 6-0-0 setback with 0-0-0 cant
and 1-0-0 overhang. End jacks have 6-0-0 setback
with 0-0-0 cant and 1-0-0 overhang. Right side jacks
have 6-0-0 setback with 0-0-0 cant and 1-0-0
overhang.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 1710 / 687 / -/ -/ -/ 5.5
G 1710 / 687 / -/ -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.7
G Min Brg Width Req =1.7
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1716 -4358
C - D 2081 -5333
D - E 2081 -5333
Chords Tens.Comp.
E - F 2057 -5288
F - G 1716 -4357
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 4088 -1595
L - K 4119 -1598
K - J 5348 -2101
Chords Tens.Comp.
J - I 4118 -1599
I - G 4087 -1596
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 431 -46
C - K 1348 -536
D - K 304 -417
Webs Tens.Comp.
E - J 308 -431
J - F 1308 -512
I - F 426 -45
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: No
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.310 E 938 240
VERT(TL):0.842 E 504 180
HORZ(LL):0.070 I - -
HORZ(TL):0.130 I - -
Creep Factor: 2.0
Max TC CSI:0.814
Max BC CSI:0.885
Max W eb CSI:0.514
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A5G
Ply: 1
Qty:1
SEQN:106260 /T20 /HIPS
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19749
KM /WHK 08/21/2018
T2
18'7"A
B
C D E F
G
H
IJKL
4 12
3X8(A1)
5X8
2X4
2X4
3X10
3X4
H0510 2X4
5X8
3X8(A1)
24'6"
6'
6'
10'2"9
4'2"9
14'1"11
3'11"1
18'6"
4'4"5
24'6"
6'
6'1"12
6'1"12
10'2"9
4'0"13
14'6"
4'3"7
18'4"4
3'10"4
24'6"
6'1"121'1'
3"15
2 '3 "1 5
2 '7 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x6 SP #2 :B2, B4 2x4 SP #1 Dense:
:B3 2x6 SP SS:
Webs 2x4 SP #3 :W5 2x4 SP #1 Dense:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 6.03
TC: From 27 plf at 6.03 to 27 plf at 18.47
TC: From 55 plf at 18.47 to 55 plf at 25.50
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.03
BC: From 10 plf at 6.03 to 10 plf at 18.47
BC: From 20 plf at 18.47 to 20 plf at 24.50
BC: From 4 plf at 24.50 to 4 plf at 25.50
TC: 286 lb Conc. Load at 6.03,18.47
TC: 142 lb Conc. Load at 8.06,10.06,12.06,12.44
14.44,16.44
BC: 253 lb Conc. Load at 6.03,18.47
BC: 106 lb Conc. Load at 8.06,10.06,12.06,12.44
14.44,16.44
Plating Notes
All plates are 2X4 except as noted.
(++) - This plate works for both joints covered.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
V 704 / 289 / -/ -/ -/ 5.5
N 2817 / 1059 / -/ -/ -/ 5.5
J 583 / 243 / -/ -/ -/ 3.5
Wind reactions based on MWFRS
V Min Brg Width Req =1.5
N Min Brg Width Req =3.0
J Min Brg Width Req =1.5
Bearings V, N, & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 552 -1494
C - D 472 -1346
D - F 629 -216
Chords Tens.Comp.
F - H 632 -217
H - I 250 -769
I - J 423 -1147
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1397 -507
P - O 1398 -510
O - N 1164 -421
Chords Tens.Comp.
N - M 1337 -463
M - L 1053 -380
L - J 1068 -384
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - Q 647 -97
Q - D 547 -58
Q - N 664 -1746
F - S 426 -872
Webs Tens.Comp.
N - U 466 -1248
S - N 633 -1210
M - I 188 -432
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.79 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.066 N 999 240
VERT(TL):0.186 N 999 180
HORZ(LL):0.017 E - -
HORZ(TL):0.031 E - -
Creep Factor: 2.0
Max TC CSI:0.428
Max BC CSI:0.662
Max W eb CSI:0.939
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A6G
Ply: 1
Qty:1
SEQN:106267 /T3 /GABL
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19766
KM /WHK 08/21/2018
B2
B3
B4W5(a)
18'7"A
B
C
D
F
H
I
J
K
LMNOP
Q
S
U
V
4 12
2X4(A1)
3X4
7X8
3X8(++)
4X6(R1)
4X64X8
3X6(++)
7X8
3X4
2X4(A1)
12'9"4 11'8"12
4'2"6
4'2"6
10'3"
6'0"10
12'3"
2'
14'3"
2'
20'3"10
6'0"10
24'6"
4'2"6
4'0"10
4'0"10
6'1"4
2'0"10
10'3"
4'1"12
12'1"4
1'10"4
14'3"
2'1"12 18'4"12
4'1"12
20'5"6
2'0"10
24'6"
4'0"101'1'
3"15
2 '0 "7
4 '4 "1 5
4 '8 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x6 SP #2 :B2, B4 2x4 SP #1 Dense:
:B3 2x6 SP SS:
Webs 2x4 SP #3 :W5 2x4 SP #1 Dense:
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 6.03
TC: From 27 plf at 6.03 to 27 plf at 18.47
TC: From 55 plf at 18.47 to 55 plf at 25.50
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.03
BC: From 10 plf at 6.03 to 10 plf at 18.47
BC: From 20 plf at 18.47 to 20 plf at 24.50
BC: From 4 plf at 24.50 to 4 plf at 25.50
TC: 286 lb Conc. Load at 6.03,18.47
TC: 142 lb Conc. Load at 8.06,10.06,12.06,12.44
14.44,16.44
BC: 253 lb Conc. Load at 6.03,18.47
BC: 106 lb Conc. Load at 8.06,10.06,12.06,12.44
14.44,16.44
Plating Notes
All plates are 2X4 except as noted.
(++) - This plate works for both joints covered.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
V 704 / 289 / -/ -/ -/ 5.5
N 2817 / 1059 / -/ -/ -/ 5.5
J 583 / 243 / -/ -/ -/ 3.5
Wind reactions based on MWFRS
V Min Brg Width Req =1.5
N Min Brg Width Req =3.0
J Min Brg Width Req =1.5
Bearings V, N, & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 552 -1494
C - D 472 -1346
D - F 629 -216
Chords Tens.Comp.
F - H 632 -217
H - I 250 -769
I - J 423 -1147
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1397 -507
P - O 1398 -510
O - N 1164 -421
Chords Tens.Comp.
N - M 1337 -463
M - L 1053 -380
L - J 1068 -384
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - Q 647 -97
Q - D 547 -58
Q - N 664 -1746
F - S 426 -872
Webs Tens.Comp.
N - U 466 -1248
S - N 633 -1210
M - I 188 -432
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 20.79 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.066 N 999 240
VERT(TL):0.186 N 999 180
HORZ(LL):0.017 E - -
HORZ(TL):0.031 E - -
Creep Factor: 2.0
Max TC CSI:0.428
Max BC CSI:0.662
Max W eb CSI:0.939
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A6G
Ply: 1
Qty:1
SEQN:106267 /T3 /GABL
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19766
KM /WHK 08/21/2018
B2
B3
B4W5(a)
18'7"A
B
C
D
F
H
I
J
K
LMNOP
Q
S
U
V
4 12
2X4(A1)
3X4
7X8
3X8(++)
4X6(R1)
4X64X8
3X6(++)
7X8
3X4
2X4(A1)
12'9"4 11'8"12
4'2"6
4'2"6
10'3"
6'0"10
12'3"
2'
14'3"
2'
20'3"10
6'0"10
24'6"
4'2"6
4'0"10
4'0"10
6'1"4
2'0"10
10'3"
4'1"12
12'1"4
1'10"4
14'3"
2'1"12 18'4"12
4'1"12
20'5"6
2'0"10
24'6"
4'0"101'1'
3"15
2 '0 "7
4 '4 "1 5
4 '8 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
B 195 / 58 / 114 / -/ 116 / 5.5
L*73 / 22 / 35 / -/ -/ 270
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
L Min Brg Width Req =-
Bearings B & B are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 V 999 240
VERT(TL):0.006 V 999 180
HORZ(LL):0.001 N - -
HORZ(TL):0.002 N - -
Creep Factor: 2.0
Max TC CSI:0.087
Max BC CSI:0.075
Max W eb CSI:0.052
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:B01
Ply: 1
Qty:1
SEQN:891185 /T23 /GABL
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.20000
KM /DF 08/21/2018
9'1"2A
B
G
L
M
R
4 12
2X4(A1)
4X4
5X6 2X4(A1)
23'
3'6"2'
(TYP)
11'6"
11'6"
23'
11'6"
23'
23'1'1'
3"15
4 '1 "1 5
4 '5 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
B 195 / 58 / 114 / -/ 116 / 5.5
L*73 / 22 / 35 / -/ -/ 270
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
L Min Brg Width Req =-
Bearings B & B are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 V 999 240
VERT(TL):0.006 V 999 180
HORZ(LL):0.001 N - -
HORZ(TL):0.002 N - -
Creep Factor: 2.0
Max TC CSI:0.087
Max BC CSI:0.075
Max W eb CSI:0.052
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:B01
Ply: 1
Qty:1
SEQN:891185 /T23 /GABL
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.20000
KM /DF 08/21/2018
9'1"2A
B
G
L
M
R
4 12
2X4(A1)
4X4
5X6 2X4(A1)
23'
3'6"2'
(TYP)
11'6"
11'6"
23'
11'6"
23'
23'1'1'
3"15
4 '1 "1 5
4 '5 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 919 / 277 / 511 / -/ 116 / 5.5
F 919 / 277 / 511 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1278 -1978
C - D 1167 -1757
Chords Tens.Comp.
D - E 1168 -1756
E - F 1278 -1976
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1837 -1125
I - H 1255 -713
Chords Tens.Comp.
H - F 1837 -1133
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 541 -305
Webs Tens.Comp.
D - H 540 -306
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.092 I 999 240
VERT(TL):0.247 I 999 180
HORZ(LL):0.028 H - -
HORZ(TL):0.052 H - -
Creep Factor: 2.0
Max TC CSI:0.295
Max BC CSI:0.641
Max W eb CSI:0.206
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:B02
Ply: 1
Qty:4
SEQN:891182 /T11 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19954
KM /DF 08/21/2018
9'1"2A
B
C
D
E
F
G
HI
4 12
3X4(A1)
2X4
3X4
4X4
5X6
2X4
3X4(A1)
23'
6'1"14
6'1"14
11'6"
5'4"2
16'10"2
5'4"2
23'
6'1"14
7'11"4
7'11"4
15'0"12
7'1"8
23'
7'11"41'1'
3"15
4 '1 "1 5
4 '5 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 919 / 277 / 511 / -/ 116 / 5.5
F 919 / 277 / 511 / -/ -/ 5.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
F Min Brg Width Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1278 -1978
C - D 1167 -1757
Chords Tens.Comp.
D - E 1168 -1756
E - F 1278 -1976
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1837 -1125
I - H 1255 -713
Chords Tens.Comp.
H - F 1837 -1133
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 541 -305
Webs Tens.Comp.
D - H 540 -306
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.092 I 999 240
VERT(TL):0.247 I 999 180
HORZ(LL):0.028 H - -
HORZ(TL):0.052 H - -
Creep Factor: 2.0
Max TC CSI:0.295
Max BC CSI:0.641
Max W eb CSI:0.206
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:B02
Ply: 1
Qty:4
SEQN:891182 /T11 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19954
KM /DF 08/21/2018
9'1"2A
B
C
D
E
F
G
HI
4 12
3X4(A1)
2X4
3X4
4X4
5X6
2X4
3X4(A1)
23'
6'1"14
6'1"14
11'6"
5'4"2
16'10"2
5'4"2
23'
6'1"14
7'11"4
7'11"4
15'0"12
7'1"8
23'
7'11"41'1'
3"15
4 '1 "1 5
4 '5 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense:
Bot chord 2x8 SP SS
Webs 2x4 SP #3 :W7 2x4 SP #2 Dense:
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0"
length wood screw at each joint location.
12" o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 12"
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 27 plf at 0.00 to 27 plf at 20.85
TC: From 55 plf at 20.85 to 55 plf at 24.00
BC: From 10 plf at 0.00 to 10 plf at 23.00
BC: From 4 plf at 23.00 to 4 plf at 24.00
BC: 2156 lb Conc. Load at 0.85, 2.85, 4.85, 6.85
BC: 1878 lb Conc. Load at 8.85,10.85,12.85
BC: 1869 lb Conc. Load at 14.85
BC: 1644 lb Conc. Load at 16.85
BC: 1159 lb Conc. Load at 18.85,20.85
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
R 12022 / 125 / -/ -/ -/ 5.5
I 9044 / 192 / -/ -/ -/ 5.5
Wind reactions based on MWFRS
R Min Brg Width Req =3.5
I Min Brg Width Req =2.7
Bearings R & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 76 -7164
B - C 79 -7311
C - D 67 -5976
D - E 53 -4479
Chords Tens.Comp.
E - F 53 -4479
F - G 68 -5628
G - H 80 -6368
H - I 78 -5920
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - Q 6801 -72
Q - P 6814 -72
P - O 6802 -74
O - N 5528 -62
Chords Tens.Comp.
N - M 5230 -62
M - L 5974 -75
L - K 5656 -73
K - I 5616 -73
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 904 0
C - O 14 -1253
O - D 1479 -1
D - N 18 -1627
E - N 2775 -19
Webs Tens.Comp.
N - F 18 -1247
F - M 1135 -2
M - G 14 -704
G - L 481 0
L - H 466 -2
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.252 N 999 360
VERT(TL):0.679 N 585 240
HORZ(LL):0.055 K - -
HORZ(TL):0.101 K - -
Creep Factor: 2.0
Max TC CSI:0.821
Max BC CSI:0.998
Max W eb CSI:0.705
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:B03
Ply: 4
Qty:1
SEQN:891226 /T22 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19984
KM /DF 08/21/2018
4 Complete Trusses Required
T2W7
9'1"2
A
B
C
D
E
F
G
H
I
J
KLMNOPQR
4 12
4X12(A7R)2X4
3X4
5X6
4X4
5X6
4X6
4X6(R1)
10X12
3X6
4X6
3X4
4X6
3X4
2X4
4X10(A1)
23'
3'1"10
3'1"10
4'10"4
1'8"10
8'3"
3'4"12
11'6"
3'3"
14'9"
3'3"
18'1"12
3'4"12
19'10"6
1'8"10
23'
3'1"10
2'11"14
2'11"14
4'6"12
1'6"14
7'11"8
3'4"12
11'6"
3'6"8
15'0"8
3'6"8
18'5"4
3'4"12
20'0"2
1'6"14
23'
2'11"14 1'
3"15
4 '1 "1 5
4 '5 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense:
Bot chord 2x8 SP SS
Webs 2x4 SP #3 :W7 2x4 SP #2 Dense:
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0"
length wood screw at each joint location.
12" o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 12"
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 27 plf at 0.00 to 27 plf at 20.85
TC: From 55 plf at 20.85 to 55 plf at 24.00
BC: From 10 plf at 0.00 to 10 plf at 23.00
BC: From 4 plf at 23.00 to 4 plf at 24.00
BC: 2156 lb Conc. Load at 0.85, 2.85, 4.85, 6.85
BC: 1878 lb Conc. Load at 8.85,10.85,12.85
BC: 1869 lb Conc. Load at 14.85
BC: 1644 lb Conc. Load at 16.85
BC: 1159 lb Conc. Load at 18.85,20.85
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
R 12022 / 125 / -/ -/ -/ 5.5
I 9044 / 192 / -/ -/ -/ 5.5
Wind reactions based on MWFRS
R Min Brg Width Req =3.5
I Min Brg Width Req =2.7
Bearings R & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 76 -7164
B - C 79 -7311
C - D 67 -5976
D - E 53 -4479
Chords Tens.Comp.
E - F 53 -4479
F - G 68 -5628
G - H 80 -6368
H - I 78 -5920
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - Q 6801 -72
Q - P 6814 -72
P - O 6802 -74
O - N 5528 -62
Chords Tens.Comp.
N - M 5230 -62
M - L 5974 -75
L - K 5656 -73
K - I 5616 -73
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 904 0
C - O 14 -1253
O - D 1479 -1
D - N 18 -1627
E - N 2775 -19
Webs Tens.Comp.
N - F 18 -1247
F - M 1135 -2
M - G 14 -704
G - L 481 0
L - H 466 -2
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.252 N 999 360
VERT(TL):0.679 N 585 240
HORZ(LL):0.055 K - -
HORZ(TL):0.101 K - -
Creep Factor: 2.0
Max TC CSI:0.821
Max BC CSI:0.998
Max W eb CSI:0.705
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:B03
Ply: 4
Qty:1
SEQN:891226 /T22 /COMN
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19984
KM /DF 08/21/2018
4 Complete Trusses Required
T2W7
9'1"2
A
B
C
D
E
F
G
H
I
J
KLMNOPQR
4 12
4X12(A7R)2X4
3X4
5X6
4X4
5X6
4X6
4X6(R1)
10X12
3X6
4X6
3X4
4X6
3X4
2X4
4X10(A1)
23'
3'1"10
3'1"10
4'10"4
1'8"10
8'3"
3'4"12
11'6"
3'3"
14'9"
3'3"
18'1"12
3'4"12
19'10"6
1'8"10
23'
3'1"10
2'11"14
2'11"14
4'6"12
1'6"14
7'11"8
3'4"12
11'6"
3'6"8
15'0"8
3'6"8
18'5"4
3'4"12
20'0"2
1'6"14
23'
2'11"14 1'
3"15
4 '1 "1 5
4 '5 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 160 / 69 / 100 / -/ 39 / 5.5
D 30 / 3 / 25 / -/ -/ 1.5
C 32 / 19 / 9 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.130
Max BC CSI:0.024
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2
Ply: 1
Qty:6
SEQN:106183 /T5 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19548
KM /WHK 08/21/2018
18'7"
19'3"7
A
B
C
D
4 12
2X4(A1)
2'
2'1'
3"15 1 1 "1 5
1 '3 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 160 / 69 / 100 / -/ 39 / 5.5
D 30 / 3 / 25 / -/ -/ 1.5
C 32 / 19 / 9 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.130
Max BC CSI:0.024
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2
Ply: 1
Qty:6
SEQN:106183 /T5 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19548
KM /WHK 08/21/2018
18'7"
19'3"7
A
B
C
D
4 12
2X4(A1)
2'
2'1'
3"15 1 1 "1 5
1 '3 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 160 / 69 / 100 / -/ 39 / 3.5
D 30 / 3 / 25 / -/ -/ 1.5
C 32 / 19 / 9 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.130
Max BC CSI:0.024
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2A
Ply: 1
Qty:2
SEQN:106198 /T7 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19830
KM /WHK 08/21/2018
18'7"
19'3"7
A
B
C
D
4 12
2X4(A1)
2'
2'1'
3"15 1 1 "1 5
1 '3 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 160 / 69 / 100 / -/ 39 / 3.5
D 30 / 3 / 25 / -/ -/ 1.5
C 32 / 19 / 9 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.130
Max BC CSI:0.024
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2A
Ply: 1
Qty:2
SEQN:106198 /T7 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19830
KM /WHK 08/21/2018
18'7"
19'3"7
A
B
C
D
4 12
2X4(A1)
2'
2'1'
3"15 1 1 "1 5
1 '3 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 224 / 85 / 131 / -/ 66 / 5.5
D 69 / 6 / 48 / -/ -/ 1.5
C 89 / 54 / 22 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.240
Max BC CSI:0.158
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4
Ply: 1
Qty:6
SEQN:106186 /T4 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19829
KM /WHK 08/21/2018
18'7"
19'11"7
A
B
C
D
4 12
2X4(A1)
4'
4'1'
3"15
1 '7 "1 5
1 '1 1 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 224 / 85 / 131 / -/ 66 / 5.5
D 69 / 6 / 48 / -/ -/ 1.5
C 89 / 54 / 22 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.240
Max BC CSI:0.158
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4
Ply: 1
Qty:6
SEQN:106186 /T4 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19829
KM /WHK 08/21/2018
18'7"
19'11"7
A
B
C
D
4 12
2X4(A1)
4'
4'1'
3"15
1 '7 "1 5
1 '1 1 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 224 / 85 / 131 / -/ 66 / 3.5
D 69 / 6 / 48 / -/ -/ 1.5
C 89 / 54 / 22 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.240
Max BC CSI:0.158
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4A
Ply: 1
Qty:2
SEQN:106195 /T6 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19719
KM /WHK 08/21/2018
18'7"
19'11"7
A
B
C
D
4 12
2X4(A1)
4'
4'1'
3"15
1 '7 "1 5
1 '1 1 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 224 / 85 / 131 / -/ 66 / 3.5
D 69 / 6 / 48 / -/ -/ 1.5
C 89 / 54 / 22 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.41 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.240
Max BC CSI:0.158
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4A
Ply: 1
Qty:2
SEQN:106195 /T6 /JACK
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19719
KM /WHK 08/21/2018
18'7"
19'11"7
A
B
C
D
4 12
2X4(A1)
4'
4'1'
3"15
1 '7 "1 5
1 '1 1 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 295 / 109 / 169 / -/ 93 / 5.5
D 106 / 10 / 74 / -/ -/ 1.5
C 142 / 87 / 35 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.009 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.554
Max BC CSI:0.363
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6
Ply: 1
Qty:13
SEQN:106189 /T13 /EJAC
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19594
KM /WHK 08/21/2018
18'7"
20'7"7
A
B
C
D
4 12
2X4(A1)
6'
6'1'
3"15
2 '3 "1 5
2 '7 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 295 / 109 / 169 / -/ 93 / 5.5
D 106 / 10 / 74 / -/ -/ 1.5
C 142 / 87 / 35 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.009 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.554
Max BC CSI:0.363
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6
Ply: 1
Qty:13
SEQN:106189 /T13 /EJAC
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19594
KM /WHK 08/21/2018
18'7"
20'7"7
A
B
C
D
4 12
2X4(A1)
6'
6'1'
3"15
2 '3 "1 5
2 '7 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 295 / 109 / 169 / -/ 93 / 3.5
D 106 / 10 / 74 / -/ -/ 1.5
C 142 / 87 / 35 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.009 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.554
Max BC CSI:0.363
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6A
Ply: 1
Qty:3
SEQN:106192 /T8 /EJAC
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19704
KM /WHK 08/21/2018
18'7"
20'7"7
A
B
C
D
4 12
2X4(A1)
6'
6'1'
3"15
2 '3 "1 5
2 '7 "1 1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
B 295 / 109 / 169 / -/ 93 / 3.5
D 106 / 10 / 74 / -/ -/ 1.5
C 142 / 87 / 35 / -/ -/ 1.5
Wind reactions based on MWFRS
B Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.009 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.554
Max BC CSI:0.363
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6A
Ply: 1
Qty:3
SEQN:106192 /T8 /EJAC
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19704
KM /WHK 08/21/2018
18'7"
20'7"7
A
B
C
D
4 12
2X4(A1)
6'
6'1'
3"15
2 '3 "1 5
2 '7 "1 1
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x8 SP #2 N:
:W 2, W 8 2x4 SP #2 Dense:
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 9.75" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 67 plf at 0.00 to 67 plf at 0.60
TC: From 177 plf at 0.60 to 177 plf at 11.90
BC: From 7 plf at 0.00 to 7 plf at 0.51
BC: From 73 plf at 0.51 to 73 plf at 0.58
BC: From 249 plf at 0.58 to 249 plf at 11.44
BC: From 7 plf at 11.44 to 7 plf at 11.90
TC: 147 lb Conc. Load at 0.00
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 2476 /-/-/-/-/-
K 2416 /-/-/-/-/-
J Brg Width = 3.5 Min Req =1.5
K Brg Width = 5.5 Min Req =1.5
Bearings J & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2837
B - C 0 -3647
Chords Tens.Comp.
C - D 0 -3647
D - E 0 -2678
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 2991 0
Chords Tens.Comp.
H - G 2852 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 0 -1031
A - I 2806 0
I - B 0 -527
B - H 697 0
Webs Tens.Comp.
H - D 844 0
D - G 0 -596
G - E 2804 0
E - F 0 -1033
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.107 C 999 360
VERT(CL):0.206 C 694 240
HORZ(LL):0.017 A - -
HORZ(TL):0.034 A - -
Creep Factor: 2.0
Max TC CSI:0.503
Max BC CSI:0.493
Max W eb CSI:0.713
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG1
Ply: 2
Qty:1
SEQN:896610 /T14 /FLAT
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.20016
/BAF 08/21/2018
2 Complete Trusses Required
W1 W2 W8
9'1"2
A B C D E
FGHIJK
4X10
3X4 3X10
3X4 2X4
3X8
3X4
3X10
3X10
2X4
3"8 11'7"4
3'5"2
3'5"2
6'1"4
2'8"2
8'9"6
2'8"2
11'5"12
2'8"6
11'10"12
5"
3'0"2
3'0"2
6'1"4
3'1"2
9'2"6
3'1"2
11'10"12
2'8"6
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x8 SP #2 N:
:W 2, W 8 2x4 SP #2 Dense:
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 9.75" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 67 plf at 0.00 to 67 plf at 0.60
TC: From 177 plf at 0.60 to 177 plf at 11.90
BC: From 7 plf at 0.00 to 7 plf at 0.51
BC: From 73 plf at 0.51 to 73 plf at 0.58
BC: From 249 plf at 0.58 to 249 plf at 11.44
BC: From 7 plf at 11.44 to 7 plf at 11.90
TC: 147 lb Conc. Load at 0.00
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 2476 /-/-/-/-/-
K 2416 /-/-/-/-/-
J Brg Width = 3.5 Min Req =1.5
K Brg Width = 5.5 Min Req =1.5
Bearings J & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2837
B - C 0 -3647
Chords Tens.Comp.
C - D 0 -3647
D - E 0 -2678
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 2991 0
Chords Tens.Comp.
H - G 2852 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 0 -1031
A - I 2806 0
I - B 0 -527
B - H 697 0
Webs Tens.Comp.
H - D 844 0
D - G 0 -596
G - E 2804 0
E - F 0 -1033
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.107 C 999 360
VERT(CL):0.206 C 694 240
HORZ(LL):0.017 A - -
HORZ(TL):0.034 A - -
Creep Factor: 2.0
Max TC CSI:0.503
Max BC CSI:0.493
Max W eb CSI:0.713
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG1
Ply: 2
Qty:1
SEQN:896610 /T14 /FLAT
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.20016
/BAF 08/21/2018
2 Complete Trusses Required
W1 W2 W8
9'1"2
A B C D E
FGHIJK
4X10
3X4 3X10
3X4 2X4
3X8
3X4
3X10
3X10
2X4
3"8 11'7"4
3'5"2
3'5"2
6'1"4
2'8"2
8'9"6
2'8"2
11'5"12
2'8"6
11'10"12
5"
3'0"2
3'0"2
6'1"4
3'1"2
9'2"6
3'1"2
11'10"12
2'8"6
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 342 plf at 0.00 to 342 plf at 3.85
BC: From 7 plf at 0.00 to 7 plf at 3.85
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 671 /-/-/-/-/-
D 671 /-/-/-/-/-
E Brg Width = 2.7 Min Req =1.5
D Brg Width = 4.8 Min Req =1.5
Bearings E & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - D 385 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 0 -426
Webs Tens.Comp.
B - D 0 -426
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.004 B 999 360
VERT(CL):0.005 B 999 240
HORZ(LL):0.001 D - -
HORZ(TL):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.163
Max BC CSI:0.087
Max W eb CSI:0.102
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG2
Ply: 2
Qty:1
SEQN:896612 /T33 /FLAT
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.20030
/BAF 08/21/2018
2 Complete Trusses Required
9'1"2
A B C
DE
2X4
3X4
3X4 2X4
3X4
3'10"4
1'11"2
1'11"2
3'10"4
1'11"2
3'10"4
3'10"4
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 342 plf at 0.00 to 342 plf at 3.85
BC: From 7 plf at 0.00 to 7 plf at 3.85
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 671 /-/-/-/-/-
D 671 /-/-/-/-/-
E Brg Width = 2.7 Min Req =1.5
D Brg Width = 4.8 Min Req =1.5
Bearings E & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - D 385 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 0 -426
Webs Tens.Comp.
B - D 0 -426
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.004 B 999 360
VERT(CL):0.005 B 999 240
HORZ(LL):0.001 D - -
HORZ(TL):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.163
Max BC CSI:0.087
Max W eb CSI:0.102
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG2
Ply: 2
Qty:1
SEQN:896612 /T33 /FLAT
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.20030
/BAF 08/21/2018
2 Complete Trusses Required
9'1"2
A B C
DE
2X4
3X4
3X4 2X4
3X4
3'10"4
1'11"2
1'11"2
3'10"4
1'11"2
3'10"4
3'10"4
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense:
Webs 4x2 SP #2 Dense
Plating Notes
All plates are 1X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.50" DL: 0.41". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
U 885 / -/ -/ -/ -/ 4.8
N 885 / -/ -/ -/ -/ 4.8
U Min Brg Width Req =1.5
N Min Brg Width Req =1.5
Bearings U & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2920
C - D 0 -2920
D - E 0 -4260
E - F 0 -4260
F - G 0 -4269
Chords Tens.Comp.
G - H 0 -4260
H - I 0 -4260
I - J 0 -2916
J - K 0 -2916
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 1640 0
T - S 3769 0
S - R 3769 0
R - Q 4271 0
Chords Tens.Comp.
Q - P 4269 0
P - O 3772 0
O - N 1639 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - B 0 -1823
B - T 1415 0
T - D 0 -938
D - R 543 0
R - F 337 -393
Webs Tens.Comp.
P - I 710 0
I - O 0 -946
O - K 1412 0
K - N 0 -1821
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.498 F 574 360
VERT(TL):0.874 F 417 240
HORZ(LL):0.070 B - -
HORZ(TL):0.096 B - -
Creep Factor: 2.0
Max TC CSI:0.687
Max BC CSI:0.970
Max W eb CSI:0.359
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1
Ply: 1
Qty:16
SEQN:106291 /T1 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19689
KM /WHK 08/21/2018
B2
++
9'1"2
A B C D E F G H I J K L
NOPQRSTU
3X8
3X10
3X10
3X6
W=H0312 3X6
3X4
3X4
W=3X43X6
3X10
3X10
3X8
3"8
24'4"8
3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3"
13'1"8
13'1"8
13'10"8
9"
24'4"8
10'6"
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense:
Webs 4x2 SP #2 Dense
Plating Notes
All plates are 1X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.50" DL: 0.41". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
U 885 / -/ -/ -/ -/ 4.8
N 885 / -/ -/ -/ -/ 4.8
U Min Brg Width Req =1.5
N Min Brg Width Req =1.5
Bearings U & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2920
C - D 0 -2920
D - E 0 -4260
E - F 0 -4260
F - G 0 -4269
Chords Tens.Comp.
G - H 0 -4260
H - I 0 -4260
I - J 0 -2916
J - K 0 -2916
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 1640 0
T - S 3769 0
S - R 3769 0
R - Q 4271 0
Chords Tens.Comp.
Q - P 4269 0
P - O 3772 0
O - N 1639 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - B 0 -1823
B - T 1415 0
T - D 0 -938
D - R 543 0
R - F 337 -393
Webs Tens.Comp.
P - I 710 0
I - O 0 -946
O - K 1412 0
K - N 0 -1821
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.498 F 574 360
VERT(TL):0.874 F 417 240
HORZ(LL):0.070 B - -
HORZ(TL):0.096 B - -
Creep Factor: 2.0
Max TC CSI:0.687
Max BC CSI:0.970
Max W eb CSI:0.359
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1
Ply: 1
Qty:16
SEQN:106291 /T1 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19689
KM /WHK 08/21/2018
B2
++
9'1"2
A B C D E F G H I J K L
NOPQRSTU
3X8
3X10
3X10
3X6
W=H0312 3X6
3X4
3X4
W=3X43X6
3X10
3X10
3X8
3"8
24'4"8
3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3"
13'1"8
13'1"8
13'10"8
9"
24'4"8
10'6"
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #2 Dense
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
V*73 / -/ -/ -/ -/ 292
V Min Brg Width Req =-
Bearing AO is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 S 999 360
VERT(TL):0.000 S 999 240
HORZ(LL):0.000 T - -
HORZ(TL):0.000 T - -
Creep Factor: 2.0
Max TC CSI:0.069
Max BC CSI:0.014
Max W eb CSI:0.013
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1GE
Ply: 1
Qty:1
SEQN:106296 /T10 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19688
KM /WHK 08/21/2018
9'1"2
A K M T
V
WACAEAHANAO
3X4
2X4 3X4 W=3X4 3X4
3X4
3X4
W=3X4
3X4
3X4
2X4
3"8
24'4"8
1'4"12 1'4"
(TYP)
1'5"8
1'5"8
24'4"8
22'11"
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #2 Dense
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
V*73 / -/ -/ -/ -/ 292
V Min Brg Width Req =-
Bearing AO is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 S 999 360
VERT(TL):0.000 S 999 240
HORZ(LL):0.000 T - -
HORZ(TL):0.000 T - -
Creep Factor: 2.0
Max TC CSI:0.069
Max BC CSI:0.014
Max W eb CSI:0.013
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1GE
Ply: 1
Qty:1
SEQN:106296 /T10 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19688
KM /WHK 08/21/2018
9'1"2
A K M T
V
WACAEAHANAO
3X4
2X4 3X4 W=3X4 3X4
3X4
3X4
W=3X4
3X4
3X4
2X4
3"8
24'4"8
1'4"12 1'4"
(TYP)
1'5"8
1'5"8
24'4"8
22'11"
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 24.25
BC: From 10 plf at 0.00 to 10 plf at 24.37
TC: 975 lb Conc. Load at 0.00
TC: 220 lb Conc. Load at 0.13
Plating Notes
All plates are 3X6 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
U 1878 / -/ -/ -/ -/ -
Q 1441 / -/ -/ -/ -/ 3.5
N 619 / -/ -/ -/ -/ 4.8
U Min Brg Width Req =-
Q Min Brg Width Req =1.5
N Min Brg Width Req =1.5
Bearings Q & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1363
C - D 0 -1373
D - E 0 -1360
E - F 880 0
F - G 880 0
Chords Tens.Comp.
G - H 880 0
H - I 0 -1374
I - J 0 -1385
J - K 0 -1377
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 877 0
T - S 1373 0
S - R 741 -58
R - Q 741 -58
Chords Tens.Comp.
Q - P 864 -126
P - O 1385 0
O - N 1000 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - U 0 -1343
U - B 0 -1227
B - T 539 0
S - E 790 0
E - Q 0 -1337
Webs Tens.Comp.
Q - H 0 -1330
H - P 779 0
O - K 456 0
K - N 0 -1112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.092 C 999 360
VERT(TL):0.233 C 929 240
HORZ(LL):0.019 B - -
HORZ(TL):0.033 B - -
Creep Factor: 2.0
Max TC CSI:0.770
Max BC CSI:0.602
Max W eb CSI:0.376
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2
Ply: 1
Qty:3
SEQN:891206 /T30 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19845
KM /DF 08/21/2018
++
9'1"2
A B C D E F G H I J K L
NOPQRSTU
2X4
3X4
1X3 1X3
3X4 W=3X4
W=3X41X3
3X8 3X4
1X3 1X3
3X4
1X31X3
3"8
12'7"8 11'9"
3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3"
24'4"8
5'4"8
5'4"8
7'5"4
2'0"12
17'9"12
10'4"8
19'
1'2"4
24'4"8
5'4"8
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 24.25
BC: From 10 plf at 0.00 to 10 plf at 24.37
TC: 975 lb Conc. Load at 0.00
TC: 220 lb Conc. Load at 0.13
Plating Notes
All plates are 3X6 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
U 1878 / -/ -/ -/ -/ -
Q 1441 / -/ -/ -/ -/ 3.5
N 619 / -/ -/ -/ -/ 4.8
U Min Brg Width Req =-
Q Min Brg Width Req =1.5
N Min Brg Width Req =1.5
Bearings Q & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1363
C - D 0 -1373
D - E 0 -1360
E - F 880 0
F - G 880 0
Chords Tens.Comp.
G - H 880 0
H - I 0 -1374
I - J 0 -1385
J - K 0 -1377
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 877 0
T - S 1373 0
S - R 741 -58
R - Q 741 -58
Chords Tens.Comp.
Q - P 864 -126
P - O 1385 0
O - N 1000 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - U 0 -1343
U - B 0 -1227
B - T 539 0
S - E 790 0
E - Q 0 -1337
Webs Tens.Comp.
Q - H 0 -1330
H - P 779 0
O - K 456 0
K - N 0 -1112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.092 C 999 360
VERT(TL):0.233 C 929 240
HORZ(LL):0.019 B - -
HORZ(TL):0.033 B - -
Creep Factor: 2.0
Max TC CSI:0.770
Max BC CSI:0.602
Max W eb CSI:0.376
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2
Ply: 1
Qty:3
SEQN:891206 /T30 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19845
KM /DF 08/21/2018
++
9'1"2
A B C D E F G H I J K L
NOPQRSTU
2X4
3X4
1X3 1X3
3X4 W=3X4
W=3X41X3
3X8 3X4
1X3 1X3
3X4
1X31X3
3"8
12'7"8 11'9"
3"2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 3"
24'4"8
5'4"8
5'4"8
7'5"4
2'0"12
17'9"12
10'4"8
19'
1'2"4
24'4"8
5'4"8
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 24.25
BC: From 10 plf at 0.00 to 10 plf at 24.37
TC: 1195 lb Conc. Load at 0.00
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
U 1869 / -/ -/ -/ -/ -
N*168 / -/ -/ -/ -/ 142
P / 122
U Min Brg Width Req =-
N Min Brg Width Req =-
Bearing Q is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1294
C - D 0 -1304
D - E 0 -1290
Chords Tens.Comp.
E - F 561 0
F - G 561 0
G - H 561 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 836 0
T - S 1304 0
Chords Tens.Comp.
S - R 645 0
R - Q 645 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - U 0 -1345
U - B 0 -1206
B - T 509 0
S - E 721 0
Webs Tens.Comp.
E - Q 0 -1319
P - I 0 -409
O - K 0 -405
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.077 C 999 360
VERT(TL):0.177 C 999 240
HORZ(LL):0.014 B - -
HORZ(TL):0.022 B - -
Creep Factor: 2.0
Max TC CSI:0.550
Max BC CSI:0.475
Max W eb CSI:0.365
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2A
Ply: 1
Qty:1
SEQN:891204 /T31 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19953
KM /DF 08/21/2018
9'1"2
A B C D E F G H I J K L
N
OP
QRSTU
2X4
3X6
3X6 1X3 1X3 3X6
W=3X4
W=3X41X3
3X8
1X3
3X6
1X3
3X6
1X3
3"8
24'4"8
3"2'6"12 2'6"12 2'6"12
1'3"
2'6"12 2'6"12 3"
5'4"8
5'4"8
7'5"4
2'0"12
24'4"8
16'11"4
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 24.25
BC: From 10 plf at 0.00 to 10 plf at 24.37
TC: 1195 lb Conc. Load at 0.00
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
U 1869 / -/ -/ -/ -/ -
N*168 / -/ -/ -/ -/ 142
P / 122
U Min Brg Width Req =-
N Min Brg Width Req =-
Bearing Q is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1294
C - D 0 -1304
D - E 0 -1290
Chords Tens.Comp.
E - F 561 0
F - G 561 0
G - H 561 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 836 0
T - S 1304 0
Chords Tens.Comp.
S - R 645 0
R - Q 645 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - U 0 -1345
U - B 0 -1206
B - T 509 0
S - E 721 0
Webs Tens.Comp.
E - Q 0 -1319
P - I 0 -409
O - K 0 -405
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.077 C 999 360
VERT(TL):0.177 C 999 240
HORZ(LL):0.014 B - -
HORZ(TL):0.022 B - -
Creep Factor: 2.0
Max TC CSI:0.550
Max BC CSI:0.475
Max W eb CSI:0.365
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2A
Ply: 1
Qty:1
SEQN:891204 /T31 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19953
KM /DF 08/21/2018
9'1"2
A B C D E F G H I J K L
N
OP
QRSTU
2X4
3X6
3X6 1X3 1X3 3X6
W=3X4
W=3X41X3
3X8
1X3
3X6
1X3
3X6
1X3
3"8
24'4"8
3"2'6"12 2'6"12 2'6"12
1'3"
2'6"12 2'6"12 3"
5'4"8
5'4"8
7'5"4
2'0"12
24'4"8
16'11"4
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #2 Dense
Deflection
Max JT VERT DEFL: LL: 0.21" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
Q 934 / -/ -/ -/ -/ 4.8
K 932 / -/ -/ -/ -/ 2.7
Q Min Brg Width Req =1.5
K Min Brg Width Req =1.5
Bearings Q & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2735
C - D 0 -2735
D - E 0 -3169
Chords Tens.Comp.
E - F 0 -2741
F - G 0 -2741
G - H 0 -2741
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1645 0
P - O 1645 0
O - N 3168 0
Chords Tens.Comp.
N - M 3169 0
M - L 3169 0
L - K 1656 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - B 0 -1829
B - O 1204 0
O - D 0 -688
Webs Tens.Comp.
E - L 0 -683
L - H 1199 0
H - K 0 -1836
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.210 M 953 360
VERT(TL):0.369 M 692 240
HORZ(LL):0.039 K - -
HORZ(TL):0.054 K - -
Creep Factor: 2.0
Max TC CSI:0.549
Max BC CSI:0.917
Max W eb CSI:0.330
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT3
Ply: 1
Qty:2
SEQN:106299 /T21 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19690
KM /WHK 08/21/2018
+9'1"2
A B C D E F G H I
KLMNOPQ
1X31X3
3X8
3X10
W=3X4
1X3
3X10
3X4
1X3 1X3
3X4 1X3
3X10
W=3X43X10 1X3
3X8
1X3
3"8
17'2"4
3"2'6"12 2'6"12 2'6"12 2'6"12 3"
8'
8'
9'2"4
1'2"4
17'2"4
8'
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #2 Dense
Deflection
Max JT VERT DEFL: LL: 0.21" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
Q 934 / -/ -/ -/ -/ 4.8
K 932 / -/ -/ -/ -/ 2.7
Q Min Brg Width Req =1.5
K Min Brg Width Req =1.5
Bearings Q & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2735
C - D 0 -2735
D - E 0 -3169
Chords Tens.Comp.
E - F 0 -2741
F - G 0 -2741
G - H 0 -2741
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1645 0
P - O 1645 0
O - N 3168 0
Chords Tens.Comp.
N - M 3169 0
M - L 3169 0
L - K 1656 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - B 0 -1829
B - O 1204 0
O - D 0 -688
Webs Tens.Comp.
E - L 0 -683
L - H 1199 0
H - K 0 -1836
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.210 M 953 360
VERT(TL):0.369 M 692 240
HORZ(LL):0.039 K - -
HORZ(TL):0.054 K - -
Creep Factor: 2.0
Max TC CSI:0.549
Max BC CSI:0.917
Max W eb CSI:0.330
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT3
Ply: 1
Qty:2
SEQN:106299 /T21 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19690
KM /WHK 08/21/2018
+9'1"2
A B C D E F G H I
KLMNOPQ
1X31X3
3X8
3X10
W=3X4
1X3
3X10
3X4
1X3 1X3
3X4 1X3
3X10
W=3X43X10 1X3
3X8
1X3
3"8
17'2"4
3"2'6"12 2'6"12 2'6"12 2'6"12 3"
8'
8'
9'2"4
1'2"4
17'2"4
8'
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense:
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 17.06
BC: From 10 plf at 0.00 to 10 plf at 17.19
TC: 975 lb Conc. Load at 0.00
TC: 220 lb Conc. Load at 0.25
Deflection
Max JT VERT DEFL: LL: 0.18" DL: 0.30". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
Q 2156 / -/ -/ -/ -/ -
K 917 / -/ -/ -/ -/ 2.7
Q Min Brg Width Req =-
K Min Brg Width Req =1.5
Bearing K is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2590
C - D 0 -2590
D - E 0 -3067
Chords Tens.Comp.
E - F 0 -2679
F - G 0 -2679
G - H 0 -2679
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1472 0
P - O 3066 0
O - N 3066 0
Chords Tens.Comp.
N - M 3067 0
M - L 3067 0
L - K 1625 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Q 0 -1345
Q - B 0 -1863
B - P 1236 0
P - D 0 -707
Webs Tens.Comp.
E - L 0 -638
L - H 1165 0
H - K 0 -1801
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.179 M 999 360
VERT(TL):0.403 M 688 240
HORZ(LL):0.029 K - -
HORZ(TL):0.048 K - -
Creep Factor: 2.0
Max TC CSI:0.638
Max BC CSI:0.877
Max W eb CSI:0.589
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT3
Ply: 1
Qty:4
SEQN:891208 /T32 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19985
KM /DF 08/21/2018
B2+9'1"2
A B C D E F G H I
KLMNOPQ
2X4
3X8
3X10 1X3
3X10 W=SS0312
3X4
1X3 1X3
3X4W=3X4 1X3
3X8
3X10 1X3
3X8
1X3
3"8
17'2"4
3"2'6"12 2'6"12 2'6"12 2'6"12 3"
8'
8'
9'2"4
1'2"4
17'2"4
8'
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense:
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 17.06
BC: From 10 plf at 0.00 to 10 plf at 17.19
TC: 975 lb Conc. Load at 0.00
TC: 220 lb Conc. Load at 0.25
Deflection
Max JT VERT DEFL: LL: 0.18" DL: 0.30". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
Q 2156 / -/ -/ -/ -/ -
K 917 / -/ -/ -/ -/ 2.7
Q Min Brg Width Req =-
K Min Brg Width Req =1.5
Bearing K is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2590
C - D 0 -2590
D - E 0 -3067
Chords Tens.Comp.
E - F 0 -2679
F - G 0 -2679
G - H 0 -2679
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1472 0
P - O 3066 0
O - N 3066 0
Chords Tens.Comp.
N - M 3067 0
M - L 3067 0
L - K 1625 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Q 0 -1345
Q - B 0 -1863
B - P 1236 0
P - D 0 -707
Webs Tens.Comp.
E - L 0 -638
L - H 1165 0
H - K 0 -1801
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.179 M 999 360
VERT(TL):0.403 M 688 240
HORZ(LL):0.029 K - -
HORZ(TL):0.048 K - -
Creep Factor: 2.0
Max TC CSI:0.638
Max BC CSI:0.877
Max W eb CSI:0.589
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT3
Ply: 1
Qty:4
SEQN:891208 /T32 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19985
KM /DF 08/21/2018
B2+9'1"2
A B C D E F G H I
KLMNOPQ
2X4
3X8
3X10 1X3
3X10 W=SS0312
3X4
1X3 1X3
3X4W=3X4 1X3
3X8
3X10 1X3
3X8
1X3
3"8
17'2"4
3"2'6"12 2'6"12 2'6"12 2'6"12 3"
8'
8'
9'2"4
1'2"4
17'2"4
8'
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 12.75
BC: From 10 plf at 0.00 to 10 plf at 12.87
TC: 220 lb Conc. Load at 0.00
TC: 224 lb Conc. Load at 0.13
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
K 1159 / -/ -/ -/ -/ -
H 689 / -/ -/ -/ -/ 4.8
K Min Brg Width Req =-
H Min Brg Width Req =1.5
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1679
C - D 0 -1691
Chords Tens.Comp.
D - E 0 -1679
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1099 0
J - I 1691 0
Chords Tens.Comp.
I - H 1140 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - K 0 -579
K - B 0 -1300
B - J 717 0
Webs Tens.Comp.
I - E 676 0
E - H 0 -1267
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.081 C 999 360
VERT(TL):0.266 D 863 240
HORZ(LL):0.017 B - -
HORZ(TL):0.034 B - -
Creep Factor: 2.0
Max TC CSI:0.737
Max BC CSI:0.709
Max W eb CSI:0.360
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4
Ply: 1
Qty:2
SEQN:891200 /T29 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19875
KM /DF 08/21/2018
+
9'1"2
A B C D E F
HIJK
2X4
3X6
3X6
3X4
1X3 1X3
3X4
3X6 1X3
3X6
1X3
3"8
12'10"8
3"2'6"12 2'6"12 3"
5'4"8
5'4"8
7'6"
2'1"8
12'10"8
5'4"8
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 12.75
BC: From 10 plf at 0.00 to 10 plf at 12.87
TC: 220 lb Conc. Load at 0.00
TC: 224 lb Conc. Load at 0.13
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
K 1159 / -/ -/ -/ -/ -
H 689 / -/ -/ -/ -/ 4.8
K Min Brg Width Req =-
H Min Brg Width Req =1.5
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1679
C - D 0 -1691
Chords Tens.Comp.
D - E 0 -1679
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1099 0
J - I 1691 0
Chords Tens.Comp.
I - H 1140 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - K 0 -579
K - B 0 -1300
B - J 717 0
Webs Tens.Comp.
I - E 676 0
E - H 0 -1267
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.081 C 999 360
VERT(TL):0.266 D 863 240
HORZ(LL):0.017 B - -
HORZ(TL):0.034 B - -
Creep Factor: 2.0
Max TC CSI:0.737
Max BC CSI:0.709
Max W eb CSI:0.360
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4
Ply: 1
Qty:2
SEQN:891200 /T29 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19875
KM /DF 08/21/2018
+
9'1"2
A B C D E F
HIJK
2X4
3X6
3X6
3X4
1X3 1X3
3X4
3X6 1X3
3X6
1X3
3"8
12'10"8
3"2'6"12 2'6"12 3"
5'4"8
5'4"8
7'6"
2'1"8
12'10"8
5'4"8
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 12.75
BC: From 10 plf at 0.00 to 10 plf at 12.87
TC: 220 lb Conc. Load at 0.00
TC: 704 lb Conc. Load at 0.13
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
K 1644 / -/ -/ -/ -/ -
H 684 / -/ -/ -/ -/ 4.8
K Min Brg Width Req =-
H Min Brg Width Req =1.5
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1654
C - D 0 -1666
Chords Tens.Comp.
D - E 0 -1655
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1059 0
J - I 1666 0
Chords Tens.Comp.
I - H 1130 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - K 0 -1064
K - B 0 -1311
B - J 724 0
Webs Tens.Comp.
I - E 660 0
E - H 0 -1256
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.080 C 999 360
VERT(TL):0.279 D 856 240
HORZ(LL):0.017 B - -
HORZ(TL):0.032 B - -
Creep Factor: 2.0
Max TC CSI:0.752
Max BC CSI:0.713
Max W eb CSI:0.363
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4B
Ply: 1
Qty:1
SEQN:891202 /T12 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19874
KM /DF 08/21/2018
+
9'1"2
A B C D E F
HIJK
2X4
3X6
3X6
3X4
1X3 1X3
3X4
3X6 1X3
3X6
1X3
3"8
12'10"8
3"2'6"12 2'6"12 3"
5'4"8
5'4"8
7'6"
2'1"8
12'10"8
5'4"8
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 100 plf at 0.00 to 100 plf at 12.75
BC: From 10 plf at 0.00 to 10 plf at 12.87
TC: 220 lb Conc. Load at 0.00
TC: 704 lb Conc. Load at 0.13
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
K 1644 / -/ -/ -/ -/ -
H 684 / -/ -/ -/ -/ 4.8
K Min Brg Width Req =-
H Min Brg Width Req =1.5
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1654
C - D 0 -1666
Chords Tens.Comp.
D - E 0 -1655
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1059 0
J - I 1666 0
Chords Tens.Comp.
I - H 1130 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - K 0 -1064
K - B 0 -1311
B - J 724 0
Webs Tens.Comp.
I - E 660 0
E - H 0 -1256
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.080 C 999 360
VERT(TL):0.279 D 856 240
HORZ(LL):0.017 B - -
HORZ(TL):0.032 B - -
Creep Factor: 2.0
Max TC CSI:0.752
Max BC CSI:0.713
Max W eb CSI:0.363
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4B
Ply: 1
Qty:1
SEQN:891202 /T12 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19874
KM /DF 08/21/2018
+
9'1"2
A B C D E F
HIJK
2X4
3X6
3X6
3X4
1X3 1X3
3X4
3X6 1X3
3X6
1X3
3"8
12'10"8
3"2'6"12 2'6"12 3"
5'4"8
5'4"8
7'6"
2'1"8
12'10"8
5'4"8
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #2 Dense
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
M*108 / -/ -/ -/ -/ 154
M Min Brg Width Req =-
Bearing W is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 D 999 360
VERT(TL):0.000 D 999 240
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.074
Max BC CSI:0.018
Max W eb CSI:0.018
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4GE
Ply: 1
Qty:1
SEQN:106308 /T15 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19532
KM /WHK 08/21/2018
9'1"2
A E G K
M
NRV
W
3X4
2X4 3X4
3X4
3X4
3X4
3X4
3X4
2X4
3"8
12'10"8
11"12 1'4"
(TYP)
3"4'9"8 2'6"8 4'9"8 3"
1'0"8
1'0"8
12'10"8
11'10"
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #2 Dense
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Loc R / U / Rw / Rh / RL / W
M*108 / -/ -/ -/ -/ 154
M Min Brg Width Req =-
Bearing W is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 D 999 360
VERT(TL):0.000 D 999 240
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.074
Max BC CSI:0.018
Max W eb CSI:0.018
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4GE
Ply: 1
Qty:1
SEQN:106308 /T15 /SY42
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19532
KM /WHK 08/21/2018
9'1"2
A E G K
M
NRV
W
3X4
2X4 3X4
3X4
3X4
3X4
3X4
3X4
2X4
3"8
12'10"8
11"12 1'4"
(TYP)
3"4'9"8 2'6"8 4'9"8 3"
1'0"8
1'0"8
12'10"8
11'10"
1 '4 "
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #2 Dense
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to 54 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 8.42
BC: From 0 plf at -1.41 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 8.42
TC: 64 lb Conc. Load at 2.83
TC: 179 lb Conc. Load at 5.66
BC: 60 lb Conc. Load at 2.83
BC: 137 lb Conc. Load at 5.66
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
E 262 / 84 / -/ -/ -/ 7.0
D 147 / 12 / -/ -/ -/ 1.5
C 144 / 64 / -/ -/ -/ 1.5
Wind reactions based on MWFRS
E Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.022 D - -
HORZ(TL):0.043 D - -
Creep Factor: 2.0
Max TC CSI:0.768
Max BC CSI:0.844
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:HJ6
Ply: 1
Qty:3
SEQN:106177 /T19 /HIP_
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19533
KM /WHK 08/21/2018
18'7"
20'7"4
A
B
C
DE
2.83 12
2X4(A1)
8'5"1
8'5"11'5"
3"15
2 '3 "1 2
2 '7 "7
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #2 Dense
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to 54 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 8.42
BC: From 0 plf at -1.41 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 8.42
TC: 64 lb Conc. Load at 2.83
TC: 179 lb Conc. Load at 5.66
BC: 60 lb Conc. Load at 2.83
BC: 137 lb Conc. Load at 5.66
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
E 262 / 84 / -/ -/ -/ 7.0
D 147 / 12 / -/ -/ -/ 1.5
C 144 / 64 / -/ -/ -/ 1.5
Wind reactions based on MWFRS
E Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.022 D - -
HORZ(TL):0.043 D - -
Creep Factor: 2.0
Max TC CSI:0.768
Max BC CSI:0.844
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:HJ6
Ply: 1
Qty:3
SEQN:106177 /T19 /HIP_
FROM: MT
Cust: R R408 JRef:1WdP4080027
DrwNo:233.18.1627.19533
KM /WHK 08/21/2018
18'7"
20'7"4
A
B
C
DE
2.83 12
2X4(A1)
8'5"1
8'5"11'5"
3"15
2 '3 "1 2
2 '7 "7
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #2 Dense
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to 54 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 8.42
BC: From 0 plf at -1.41 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 8.42
TC: 64 lb Conc. Load at 2.83
TC: 179 lb Conc. Load at 5.66
BC: 60 lb Conc. Load at 2.83
BC: 137 lb Conc. Load at 5.66
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
E 262 / 84 / -/ -/ -/ 4.2
D 147 / 12 / -/ -/ -/ 1.5
C 144 / 64 / -/ -/ -/ 1.5
Wind reactions based on MWFRS
E Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.022 D - -
HORZ(TL):0.043 D - -
Creep Factor: 2.0
Max TC CSI:0.768
Max BC CSI:0.844
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:HJ6A
Ply: 1
Qty:1
SEQN:106373 /T9 HIP_
FROM: MT
Cust: R 408 JRef:1WdP4080027
DrwNo:233.18.1627.19828
KM /WHK 08/21/2018
18'7"
20'7"4
A
B
C
DE
2.83 12
2X4(A1)
8'5"1
8'5"11'5"
3"15
2 '3 "1 2
2 '7 "7
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #2 Dense
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.41 to 54 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 8.42
BC: From 0 plf at -1.41 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 8.42
TC: 64 lb Conc. Load at 2.83
TC: 179 lb Conc. Load at 5.66
BC: 60 lb Conc. Load at 2.83
BC: 137 lb Conc. Load at 5.66
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Loc R / U / Rw / Rh / RL / W
E 262 / 84 / -/ -/ -/ 4.2
D 147 / 12 / -/ -/ -/ 1.5
C 144 / 64 / -/ -/ -/ 1.5
Wind reactions based on MWFRS
E Min Brg Width Req =1.5
D Min Brg Width Req =-
C Min Brg Width Req =-
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 19.74 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(TL):NA
HORZ(LL):0.022 D - -
HORZ(TL):0.043 D - -
Creep Factor: 2.0
Max TC CSI:0.768
Max BC CSI:0.844
Max W eb CSI:0.000
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:HJ6A
Ply: 1
Qty:1
SEQN:106373 /T9 HIP_
FROM: MT
Cust: R 408 JRef:1WdP4080027
DrwNo:233.18.1627.19828
KM /WHK 08/21/2018
18'7"
20'7"4
A
B
C
DE
2.83 12
2X4(A1)
8'5"1
8'5"11'5"
3"15
2 '3 "1 2
2 '7 "7
08/22/2018
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 404 /-/-/-/-/-
F 393 /-/-/-/-/-
I Brg Width = 2.8 Min Req =1.5
F Brg Width = 4.8 Min Req =1.5
Bearings I & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -538
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 537 0
H - G 538 0
Chords Tens.Comp.
G - F 537 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - B 0 -596
Webs Tens.Comp.
C - F 0 -597
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.025 H 999 360
VERT(CL):0.041 H 999 240
HORZ(LL):0.009 B - -
HORZ(TL):0.014 B - -
Creep Factor: 2.0
Max TC CSI:0.390
Max BC CSI:0.296
Max W eb CSI:0.165
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT6
Ply: 1
Qty:1
SEQN:896856 /T24 SY42
FROM: MT
Cust: R 408 JRef:1WdP4080027
DrwNo:234.18.0815.21983
KD /WHK 08/22/2018
9'1"2
A B C D
FGHI
3X6
2X4 3X4
1X3 1X3
3X4 1X3
3X6
1X3
4"
7'4"4
3"2'6"
(TYP)
3"
2'10"8
2'10"8
4'5"12
1'7"4
7'4"4
2'10"8
1 '4 "
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailed
wood sheathing.
Webs are square cut except dbl diagonals or as
otherwise shown.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 404 /-/-/-/-/-
F 393 /-/-/-/-/-
I Brg Width = 2.8 Min Req =1.5
F Brg Width = 4.8 Min Req =1.5
Bearings I & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -538
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 537 0
H - G 538 0
Chords Tens.Comp.
G - F 537 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - B 0 -596
Webs Tens.Comp.
C - F 0 -597
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Factors Used: Yes
FT/RT:0(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.025 H 999 360
VERT(CL):0.041 H 999 240
HORZ(LL):0.009 B - -
HORZ(TL):0.014 B - -
Creep Factor: 2.0
Max TC CSI:0.390
Max BC CSI:0.296
Max W eb CSI:0.165
VIEW Ver: 17.02.01A.1114.21
Job Number:21190
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT6
Ply: 1
Qty:1
SEQN:896856 /T24 SY42
FROM: MT
Cust: R 408 JRef:1WdP4080027
DrwNo:234.18.0815.21983
KD /WHK 08/22/2018
9'1"2
A B C D
FGHI
3X6
2X4 3X4
1X3 1X3
3X4 1X3
3X6
1X3
4"
7'4"4
3"2'6"
(TYP)
3"
2'10"8
2'10"8
4'5"12
1'7"4
7'4"4
2'10"8
1 '4 "
08/22/2018
COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
08/22/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 08/22/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
08/22/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 08/22/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 08/22/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 08/22/2018COA #0 278