70 W Dutton Island Rd RES20-0167 12 of 15 truss calcs_2Site Information:
Customer:Accu-Span Truss Company Job Number:
Address:City, State, Zip:
20933
PARCEL 1 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, 23 truss drawings and 5 details.
JRef #:1W dQ4080012
Item Seal #Truss Item Seal #Truss
A1
A3
A5G
CJ2
CJ4
EJ6
FG1
FT1
FT2
FT2B
FT4
HJ6
1
3
5
7
9
11
13
15
17
19
21
23
234.18.1544.42939
234.18.1544.43298
234.18.1544.43267
234.18.1544.42895
234.18.1544.43268
234.18.1544.42940
234.18.1544.42894
234.18.1544.43003
234.18.1544.43035
234.18.2037.22087
234.18.1544.42847
234.18.1544.42893
A2
A4
A6G
CJ2A
CJ4A
EJ6A
FG2
FT1GE
FT2A
FT3
FT4GE
2
4
6
8
10
12
14
16
18
20
22
234.18.1544.43018
234.18.1544.42909
234.18.1544.43237
234.18.1544.43282
234.18.1544.43221
234.18.1544.43064
234.18.1544.43049
234.18.1544.43034
234.18.1544.42862
234.18.1544.43080
234.18.1544.42815
Printed 8/23/2018 9:30:29 AMFlorida Certificate of Product Approval #FL1999
08/23/2018
**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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A1
Ply: 1
Qty:14
SEQN:106240 /T2 /COMN
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42939
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A1
Ply: 1
Qty:14
SEQN:106240 /T2 /COMN
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42939
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A2
Ply: 1
Qty:1
SEQN:106246 /T18 /COMN
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43018
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A2
Ply: 1
Qty:1
SEQN:106246 /T18 /COMN
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43018
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A3
Ply: 1
Qty:1
SEQN:106249 /T17 /HIPS
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43298
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A3
Ply: 1
Qty:1
SEQN:106249 /T17 /HIPS
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43298
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A4
Ply: 1
Qty:1
SEQN:106252 /T16 /HIPS
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42909
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A4
Ply: 1
Qty:1
SEQN:106252 /T16 /HIPS
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42909
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A5G
Ply: 1
Qty:1
SEQN:106260 /T20 /HIPS
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43267
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A5G
Ply: 1
Qty:1
SEQN:106260 /T20 /HIPS
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43267
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A6G
Ply: 1
Qty:1
SEQN:106267 /T3 /GABL
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43237
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:A6G
Ply: 1
Qty:1
SEQN:106267 /T3 /GABL
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43237
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2
Ply: 1
Qty:6
SEQN:106183 /T5 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42895
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2
Ply: 1
Qty:6
SEQN:106183 /T5 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42895
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2A
Ply: 1
Qty:2
SEQN:106198 /T7 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43282
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ2A
Ply: 1
Qty:2
SEQN:106198 /T7 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43282
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4
Ply: 1
Qty:6
SEQN:106186 /T4 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43268
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4
Ply: 1
Qty:6
SEQN:106186 /T4 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43268
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4A
Ply: 1
Qty:2
SEQN:106195 /T6 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43221
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:CJ4A
Ply: 1
Qty:2
SEQN:106195 /T6 /JACK
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43221
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6
Ply: 1
Qty:13
SEQN:106189 /T13 /EJAC
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42940
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6
Ply: 1
Qty:13
SEQN:106189 /T13 /EJAC
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42940
KM /WHK 08/22/2018
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
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6A
Ply: 1
Qty:3
SEQN:106192 /T8 /EJAC
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43064
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:EJ6A
Ply: 1
Qty:3
SEQN:106192 /T8 /EJAC
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43064
KM /WHK 08/22/2018
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
08/23/2018
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 :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 @ 8.00" 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 177 plf at 0.00 to 177 plf at 11.90
BC: From 7 plf at 0.00 to 7 plf at 11.90
BC: 354 lb Conc. Load at 1.77, 3.77, 5.77, 7.77
9.77
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)
Loc R / U / Rw / Rh / RL / W
J 2002 / -/ -/ -/ -/ 3.5
K 1949 / -/ -/ -/ -/ 5.5
J Min Brg Width Req =1.5
K Min Brg Width 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 -2430
B - C 0 -3135
Chords Tens.Comp.
C - D 0 -3135
D - E 0 -2264
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 2574 0
Chords Tens.Comp.
H - G 2427 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 0 -865
A - I 2394 0
I - B 0 -495
B - H 595 0
Webs Tens.Comp.
H - D 751 0
D - G 0 -562
G - E 2369 0
E - F 0 -892
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):0.089 C 999 360
VERT(TL):0.276 C 783 240
HORZ(LL):0.015 A - -
HORZ(TL):0.031 A - -
Creep Factor: 2.0
Max TC CSI:0.406
Max BC CSI:0.874
Max W eb CSI:0.608
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG1
Ply: 2
Qty:1
SEQN:117971 /T11 /FLAT
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42894
KM /WHK 08/22/2018
2 Complete Trusses Required
W1 W2 W8
9'1"2
A B C D E
FGHIJK
5X6
3X4 3X10
3X4 2X4
3X8
3X4
3X10
3X8
2X4
3"8 11'7"4
3'5"2
3'5"2
6'1"4
2'8"2
8'9"6
2'8"2
11'10"12
3'1"6
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 #2
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 @ 8.00" 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 177 plf at 0.00 to 177 plf at 11.90
BC: From 7 plf at 0.00 to 7 plf at 11.90
BC: 354 lb Conc. Load at 1.77, 3.77, 5.77, 7.77
9.77
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)
Loc R / U / Rw / Rh / RL / W
J 2002 / -/ -/ -/ -/ 3.5
K 1949 / -/ -/ -/ -/ 5.5
J Min Brg Width Req =1.5
K Min Brg Width 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 -2430
B - C 0 -3135
Chords Tens.Comp.
C - D 0 -3135
D - E 0 -2264
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 2574 0
Chords Tens.Comp.
H - G 2427 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 0 -865
A - I 2394 0
I - B 0 -495
B - H 595 0
Webs Tens.Comp.
H - D 751 0
D - G 0 -562
G - E 2369 0
E - F 0 -892
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):0.089 C 999 360
VERT(TL):0.276 C 783 240
HORZ(LL):0.015 A - -
HORZ(TL):0.031 A - -
Creep Factor: 2.0
Max TC CSI:0.406
Max BC CSI:0.874
Max W eb CSI:0.608
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG1
Ply: 2
Qty:1
SEQN:117971 /T11 /FLAT
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42894
KM /WHK 08/22/2018
2 Complete Trusses Required
W1 W2 W8
9'1"2
A B C D E
FGHIJK
5X6
3X4 3X10
3X4 2X4
3X8
3X4
3X10
3X8
2X4
3"8 11'7"4
3'5"2
3'5"2
6'1"4
2'8"2
8'9"6
2'8"2
11'10"12
3'1"6
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 "
08/23/2018
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)
Loc R / U / Rw / Rh / RL / W
E 671 / -/ -/ -/ -/ 2.7
D 671 / -/ -/ -/ -/ 4.8
E Min Brg Width Req =1.5
D Min Brg Width 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
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(TL):0.007 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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG2
Ply: 2
Qty:1
SEQN:106337 /T14 /FLAT
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43049
KM /WHK 08/22/2018
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)
Loc R / U / Rw / Rh / RL / W
E 671 / -/ -/ -/ -/ 2.7
D 671 / -/ -/ -/ -/ 4.8
E Min Brg Width Req =1.5
D Min Brg Width 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
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(TL):0.007 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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FG2
Ply: 2
Qty:1
SEQN:106337 /T14 /FLAT
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43049
KM /WHK 08/22/2018
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 "
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1
Ply: 1
Qty:16
SEQN:106291 /T1 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43003
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1
Ply: 1
Qty:16
SEQN:106291 /T1 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43003
KM /WHK 08/22/2018
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 "
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1GE
Ply: 1
Qty:1
SEQN:106296 /T10 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43034
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT1GE
Ply: 1
Qty:1
SEQN:106296 /T10 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43034
KM /WHK 08/22/2018
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 "
08/23/2018
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
Plating Notes
All plates are 1X3 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 653 / -/ -/ -/ -/ 4.8
Q 1453 / -/ -/ -/ -/ 3.5
N 626 / -/ -/ -/ -/ 4.8
U Min Brg Width Req =1.5
Q Min Brg Width Req =1.5
N Min Brg Width Req =1.5
Bearings U, 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 -1503
C - D 0 -1512
D - E 0 -1498
E - F 864 0
F - G 864 0
Chords Tens.Comp.
G - H 0 -1407
H - I 0 -1407
I - J 0 -1418
J - K 0 -1409
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 1067 0
T - S 1512 0
S - R 834 -16
R - Q 834 -16
Chords Tens.Comp.
Q - P 909 -81
P - O 1418 0
O - N 1015 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - B 0 -1186
B - T 484 0
S - E 845 0
E - Q 0 -1381
Webs Tens.Comp.
Q - G 0 -1332
G - P 777 0
O - K 475 0
K - N 0 -1129
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):0.113 C 999 360
VERT(TL):0.240 C 863 240
HORZ(LL):0.025 B - -
HORZ(TL):0.039 B - -
Creep Factor: 2.0
Max TC CSI:0.760
Max BC CSI:0.621
Max W eb CSI:0.248
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2
Ply: 1
Qty:3
SEQN:106329 /T22 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43035
KM /WHK 08/22/2018
++
9'1"2
A B C D E F G H I J K L
NOPQRSTU
3X6
3X6
3X4 3X4W=3X4
3X6
3X8
3X6 W=3X4
3X4 3X4
3X6
3X6
3"8
12'7"4 11'9"4
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"
2'0"8
17'9"8
10'4"8
19'
1'2"8
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 #2 Dense
Plating Notes
All plates are 1X3 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 653 / -/ -/ -/ -/ 4.8
Q 1453 / -/ -/ -/ -/ 3.5
N 626 / -/ -/ -/ -/ 4.8
U Min Brg Width Req =1.5
Q Min Brg Width Req =1.5
N Min Brg Width Req =1.5
Bearings U, 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 -1503
C - D 0 -1512
D - E 0 -1498
E - F 864 0
F - G 864 0
Chords Tens.Comp.
G - H 0 -1407
H - I 0 -1407
I - J 0 -1418
J - K 0 -1409
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 1067 0
T - S 1512 0
S - R 834 -16
R - Q 834 -16
Chords Tens.Comp.
Q - P 909 -81
P - O 1418 0
O - N 1015 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - B 0 -1186
B - T 484 0
S - E 845 0
E - Q 0 -1381
Webs Tens.Comp.
Q - G 0 -1332
G - P 777 0
O - K 475 0
K - N 0 -1129
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):0.113 C 999 360
VERT(TL):0.240 C 863 240
HORZ(LL):0.025 B - -
HORZ(TL):0.039 B - -
Creep Factor: 2.0
Max TC CSI:0.760
Max BC CSI:0.621
Max W eb CSI:0.248
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2
Ply: 1
Qty:3
SEQN:106329 /T22 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43035
KM /WHK 08/22/2018
++
9'1"2
A B C D E F G H I J K L
NOPQRSTU
3X6
3X6
3X4 3X4W=3X4
3X6
3X8
3X6 W=3X4
3X4 3X4
3X6
3X6
3"8
12'7"4 11'9"4
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"
2'0"8
17'9"8
10'4"8
19'
1'2"8
24'4"8
5'4"8
1 '4 "
08/23/2018
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
Plating Notes
All plates are 1X3 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), or *=PLF
Loc R / U / Rw / Rh / RL / W
U 636 / -/ -/ -/ -/ 4.8
W*170 / -/ -/ -/ -/ 143
U Min Brg Width Req =1.5
W Min Brg Width Req =-
Bearings U & Q 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 -1492
C - D 0 -1492
D - E 0 -559
E - F 0 -559
Chords Tens.Comp.
F - G 855 0
G - H 862 0
H - I 862 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 1035 0
T - S 1302 0
S - R 1302 0
Chords Tens.Comp.
R - Q 0 -812
Q - P 0 -855
P - O 64 -421
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - B 0 -1150
B - T 506 0
D - R 0 -824
R - F 1496 0
Webs Tens.Comp.
F - Q 0 -832
P - I 0 -659
O - K 0 -451
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):0.069 C 999 360
VERT(TL):0.137 C 999 240
HORZ(LL):0.014 B - -
HORZ(TL):0.019 B - -
Creep Factor: 2.0
Max TC CSI:0.547
Max BC CSI:0.515
Max W eb CSI:0.380
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2A
Ply: 1
Qty:1
SEQN:106305 /T26 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42862
KM /WHK 08/22/2018
+
9'1"2
A B C D E F G H I J K L
N
OPQ
RSTU
W3X6
3X6
3X6
3X6
W=3X4 3X10
3X6
3X4
W=3X43X4
3X6
3X4
3X6
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
Webs 4x2 SP #2 Dense
Plating Notes
All plates are 1X3 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), or *=PLF
Loc R / U / Rw / Rh / RL / W
U 636 / -/ -/ -/ -/ 4.8
W*170 / -/ -/ -/ -/ 143
U Min Brg Width Req =1.5
W Min Brg Width Req =-
Bearings U & Q 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 -1492
C - D 0 -1492
D - E 0 -559
E - F 0 -559
Chords Tens.Comp.
F - G 855 0
G - H 862 0
H - I 862 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 1035 0
T - S 1302 0
S - R 1302 0
Chords Tens.Comp.
R - Q 0 -812
Q - P 0 -855
P - O 64 -421
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - B 0 -1150
B - T 506 0
D - R 0 -824
R - F 1496 0
Webs Tens.Comp.
F - Q 0 -832
P - I 0 -659
O - K 0 -451
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):0.069 C 999 360
VERT(TL):0.137 C 999 240
HORZ(LL):0.014 B - -
HORZ(TL):0.019 B - -
Creep Factor: 2.0
Max TC CSI:0.547
Max BC CSI:0.515
Max W eb CSI:0.380
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2A
Ply: 1
Qty:1
SEQN:106305 /T26 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42862
KM /WHK 08/22/2018
+
9'1"2
A B C D E F G H I J K L
N
OPQ
RSTU
W3X6
3X6
3X6
3X6
W=3X4 3X10
3X6
3X4
W=3X43X4
3X6
3X4
3X6
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 "
08/23/2018
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
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O*107 /-/-/-/-/-
O Brg Width = 88.3 Min Req =-
Bearing O 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 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):0.000 D 999 360
VERT(CL):0.000 E 999 240
HORZ(LL):0.000 G - -
HORZ(TL):0.000 G - -
Creep Factor: 2.0
Max TC CSI:0.071
Max BC CSI:0.018
Max W eb CSI:0.018
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2B
Ply: 1
Qty:1
SEQN:117979 /T23 SY42
FROM: MT
Cust: R 408 JRef:1WdQ4080012
DrwNo:234.18.2037.22087
SSB /WHK 08/22/2018
9'1"2
A B F G
I
KM
O
1X3
2X4
3X4
3X4 3X4
3X4
2X4
1X3
3"8
7'4"4
10"10 1'4"
(TYP)
3"
8"6
5'2"8 8"6
3"
11"6
11"6
7'4"4
6'4"14
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
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O*107 /-/-/-/-/-
O Brg Width = 88.3 Min Req =-
Bearing O 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 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):0.000 D 999 360
VERT(CL):0.000 E 999 240
HORZ(LL):0.000 G - -
HORZ(TL):0.000 G - -
Creep Factor: 2.0
Max TC CSI:0.071
Max BC CSI:0.018
Max W eb CSI:0.018
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT2B
Ply: 1
Qty:1
SEQN:117979 /T23 SY42
FROM: MT
Cust: R 408 JRef:1WdQ4080012
DrwNo:234.18.2037.22087
SSB /WHK 08/22/2018
9'1"2
A B F G
I
KM
O
1X3
2X4
3X4
3X4 3X4
3X4
2X4
1X3
3"8
7'4"4
10"10 1'4"
(TYP)
3"
8"6
5'2"8 8"6
3"
11"6
11"6
7'4"4
6'4"14
1 '4 "
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT3
Ply: 1
Qty:6
SEQN:106299 /T21 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43080
KM /WHK 08/22/2018
+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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT3
Ply: 1
Qty:6
SEQN:106299 /T21 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.43080
KM /WHK 08/22/2018
+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 "
08/23/2018
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
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 696 / -/ -/ -/ -/ 4.8
H 696 / -/ -/ -/ -/ 4.8
K Min Brg Width Req =1.5
H Min Brg Width Req =1.5
Bearings K & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1715
C - D 0 -1727
Chords Tens.Comp.
D - E 0 -1715
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1155 0
J - I 1727 0
Chords Tens.Comp.
I - H 1155 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 0 -1284
B - J 700 0
Webs Tens.Comp.
I - E 700 0
E - H 0 -1284
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):0.098 C 999 360
VERT(TL):0.225 C 917 240
HORZ(LL):0.022 B - -
HORZ(TL):0.036 B - -
Creep Factor: 2.0
Max TC CSI:0.610
Max BC CSI:0.639
Max W eb CSI:0.231
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4
Ply: 1
Qty:3
SEQN:106311 /T12 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42847
KM /WHK 08/22/2018
+
9'1"2
A B C D E F
HIJK
1X31X3
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 #2 Dense
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 696 / -/ -/ -/ -/ 4.8
H 696 / -/ -/ -/ -/ 4.8
K Min Brg Width Req =1.5
H Min Brg Width Req =1.5
Bearings K & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1715
C - D 0 -1727
Chords Tens.Comp.
D - E 0 -1715
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 1155 0
J - I 1727 0
Chords Tens.Comp.
I - H 1155 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 0 -1284
B - J 700 0
Webs Tens.Comp.
I - E 700 0
E - H 0 -1284
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):0.098 C 999 360
VERT(TL):0.225 C 917 240
HORZ(LL):0.022 B - -
HORZ(TL):0.036 B - -
Creep Factor: 2.0
Max TC CSI:0.610
Max BC CSI:0.639
Max W eb CSI:0.231
VIEW Ver: 17.02.01A.1114.21
Job Number:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4
Ply: 1
Qty:3
SEQN:106311 /T12 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42847
KM /WHK 08/22/2018
+
9'1"2
A B C D E F
HIJK
1X31X3
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 "
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4GE
Ply: 1
Qty:1
SEQN:106308 /T15 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42815
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:FT4GE
Ply: 1
Qty:1
SEQN:106308 /T15 /SY42
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42815
KM /WHK 08/22/2018
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 "
08/23/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:HJ6
Ply: 1
Qty:3
SEQN:106177 /T19 /HIP_
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42893
KM /WHK 08/22/2018
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:20933
MODEL 1891A /MODEL 1891A -Pinnacle Homes
Truss Label:HJ6
Ply: 1
Qty:3
SEQN:106177 /T19 /HIP_
FROM: MT
Cust: R R408 JRef:1WdQ4080012
DrwNo:234.18.1544.42893
KM /WHK 08/22/2018
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
08/23/2018
COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
08/23/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
08/23/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
08/23/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043
08/23/2018COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 08/23/2018COA #0 278