HomeMy WebLinkAboutSHOP DRAW #21-0060 (2)/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Lt Wedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.00
TC: From 28 plf at 7.00 to 28 plf at 23.17
TC: From 56 plf at 23.17 to 56 plf at 32.30
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 23.14
BC: From 20 plf at 23.14 to 20 plf at 30.17
BC: From 4 plf at 30.17 to 4 plf at 32.30
TC: 409 lb Conc. Load at 7.03,23.14
TC: 168 lb Conc. Load at 9.06,11.06,13.06,15.08
17.10,19.10,21.10
BC: 444 lb Conc. Load at 7.03,23.14
BC: 129 lb Conc. Load at 9.06,11.06,13.06,15.08
17.10,19.10,21.10
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2853 /-/-/-/830 /-
M 2853 /-/-/-/830 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 740-2579
C - D 866-3018
D - E 874-3035
Chords Tens.Comp.
E - F 874 -3035
F - G 740 -2581
G - H 28 -13
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 2250 -637
L - K 2259 -635
K - J 3041 -880
Chords Tens.Comp.
J - I 2260 -635
I - G 2251 -637
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 239 0
C - K 927 -282
K - D 187 -311
D - J 8 -8
Webs Tens.Comp.
E - J 186 -305
J - F 939 -290
I - F 246 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.211E 999 360
VERT(CL): 0.389E 924 240
HORZ(LL): 0.068I - -
HORZ(TL): 0.125I - -
Creep Factor: 2.0
Max TC CSI: 0.812
Max BC CSI: 0.646
Max Web CSI: 0.212
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T1
Ply: 2
Qty:1
Wgt: 322.0 lbs
SEQN: 259707 / T38 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
7'
7'
12'7"
5'7"
17'8"12
5'1"12
23'2"
5'5"4
30'2"
7'
7'1"12
7'1"12
12'3"8
5'1"12
17'8"12
5'5"4
23'0"4
5'3"8
30'2"
7'1"122'2'
6"64'0"64'9"1510'A
B
C D E F
G
HIJKLM
6
12
4X6(B2)
5X8
1.5X4 3X4
3X4 1.5X4
5X8 1.5X4
5X8
4X6(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Lt Wedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.00
TC: From 28 plf at 7.00 to 28 plf at 23.17
TC: From 56 plf at 23.17 to 56 plf at 32.30
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 23.14
BC: From 20 plf at 23.14 to 20 plf at 30.17
BC: From 4 plf at 30.17 to 4 plf at 32.30
TC: 409 lb Conc. Load at 7.03,23.14
TC: 168 lb Conc. Load at 9.06,11.06,13.06,15.08
17.10,19.10,21.10
BC: 444 lb Conc. Load at 7.03,23.14
BC: 129 lb Conc. Load at 9.06,11.06,13.06,15.08
17.10,19.10,21.10
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2853 /-/-/-/830 /-
M 2853 /-/-/-/830 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 740-2579
C - D 866-3018
D - E 874-3035
Chords Tens.Comp.
E - F 874 -3035
F - G 740 -2581
G - H 28 -13
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 2250 -637
L - K 2259 -635
K - J 3041 -880
Chords Tens.Comp.
J - I 2260 -635
I - G 2251 -637
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 239 0
C - K 927 -282
K - D 187 -311
D - J 8 -8
Webs Tens.Comp.
E - J 186 -305
J - F 939 -290
I - F 246 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.211E 999 360
VERT(CL): 0.389E 924 240
HORZ(LL): 0.068I - -
HORZ(TL): 0.125I - -
Creep Factor: 2.0
Max TC CSI: 0.812
Max BC CSI: 0.646
Max Web CSI: 0.212
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T1
Ply: 2
Qty:1
Wgt: 322.0 lbs
SEQN: 259707 / T38 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
7'
7'
12'7"
5'7"
17'8"12
5'1"12
23'2"
5'5"4
30'2"
7'
7'1"12
7'1"12
12'3"8
5'1"12
17'8"12
5'5"4
23'0"4
5'3"8
30'2"
7'1"122'2'
6"64'0"64'9"1510'A
B
C D E F
G
HIJKLM
6
12
4X6(B2)
5X8
1.5X4 3X4
3X4 1.5X4
5X8 1.5X4
5X8
4X6(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/717 /340 /174
M 1265 /-/-/717 /340 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1242-1930
C - D 1139-1734
D - E 1316-1815
Chords Tens.Comp.
E - F 1316 -1815
F - G 1140 -1734
G - H 1243 -1930
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1646 -983
L - K 1512 -797
Chords Tens.Comp.
K - J 1512 -776
J - H 1646 -963
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 213 -153
D - L 335 -6
D - K 383 -334
K - F 383 -334
Webs Tens.Comp.
E - K 394 -350
F - J 335 -6
J - G 214 -153
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.135E 999 360
VERT(CL): 0.250E 999 240
HORZ(LL): 0.056J - -
HORZ(TL): 0.103J - -
Creep Factor: 2.0
Max TC CSI: 0.848
Max BC CSI: 0.800
Max Web CSI: 0.327
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T2
Ply: 1
Qty:1
Wgt: 163.8 lbs
SEQN: 259714 / T2 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
4'7"1
4'7"1
9'
4'4"15
15'1"
6'1"
21'2"
6'1"
25'6"15
4'4"15
30'2"
4'7"1
9'
9'
15'1"
6'1"
21'2"
6'1"
30'2"
9'2'2'
6"65'0"65'9"1510'A
B
C
D E F
G
H
IJKLM
6
12
4X4(B1)
1.5X4
5X8
3X4
1.5X4
5X8
5X8
3X4
1.5X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/717 /340 /174
M 1265 /-/-/717 /340 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1242-1930
C - D 1139-1734
D - E 1316-1815
Chords Tens.Comp.
E - F 1316 -1815
F - G 1140 -1734
G - H 1243 -1930
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1646 -983
L - K 1512 -797
Chords Tens.Comp.
K - J 1512 -776
J - H 1646 -963
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 213 -153
D - L 335 -6
D - K 383 -334
K - F 383 -334
Webs Tens.Comp.
E - K 394 -350
F - J 335 -6
J - G 214 -153
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.135E 999 360
VERT(CL): 0.250E 999 240
HORZ(LL): 0.056J - -
HORZ(TL): 0.103J - -
Creep Factor: 2.0
Max TC CSI: 0.848
Max BC CSI: 0.800
Max Web CSI: 0.327
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T2
Ply: 1
Qty:1
Wgt: 163.8 lbs
SEQN: 259714 / T2 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
4'7"1
4'7"1
9'
4'4"15
15'1"
6'1"
21'2"
6'1"
25'6"15
4'4"15
30'2"
4'7"1
9'
9'
15'1"
6'1"
21'2"
6'1"
30'2"
9'2'2'
6"65'0"65'9"1510'A
B
C
D E F
G
H
IJKLM
6
12
4X4(B1)
1.5X4
5X8
3X4
1.5X4
5X8
5X8
3X4
1.5X4
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/724 /338 /201
O 1265 /-/-/724 /338 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1128-1938
C - D 1059-1606
D - E 1075-1469
Chords Tens.Comp.
E - F 1075 -1469
F - G 1059 -1606
G - H 1129 -1938
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1652 -880
N - M 1651 -883
M - L 1379 -673
Chords Tens.Comp.
L - K 1379 -653
K - J 1651 -863
J - H 1652 -860
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 184 0
C - M 241 -313
D - M 331 -99
D - L 154 -148
E - L 240 -195
Webs Tens.Comp.
L - F 154 -148
F - K 331 -100
K - G 242 -313
G - J 184 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.122E 999 360
VERT(CL): 0.225E 999 240
HORZ(LL): 0.057J - -
HORZ(TL): 0.105J - -
Creep Factor: 2.0
Max TC CSI: 0.670
Max BC CSI: 0.938
Max Web CSI: 0.214
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T3
Ply: 1
Qty:1
Wgt: 173.6 lbs
SEQN: 259718 / T3 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
5'8"13
5'8"13
11'
5'3"3
15'1"
4'1"
19'2"
4'1"
24'5"3
5'3"3
30'2"
5'8"13
5'7"1
5'7"1
11'
5'4"15
15'1"
4'1"
19'2"
4'1"
24'6"15
5'4"15
30'2"
5'7"12'2'
6"66'0"66'9"1510'A
B
C
D E F
G
H
IJKLMNO
6
12
4X4(B1)
1.5X4
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
3X4
1.5X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/724 /338 /201
O 1265 /-/-/724 /338 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1128-1938
C - D 1059-1606
D - E 1075-1469
Chords Tens.Comp.
E - F 1075 -1469
F - G 1059 -1606
G - H 1129 -1938
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1652 -880
N - M 1651 -883
M - L 1379 -673
Chords Tens.Comp.
L - K 1379 -653
K - J 1651 -863
J - H 1652 -860
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 184 0
C - M 241 -313
D - M 331 -99
D - L 154 -148
E - L 240 -195
Webs Tens.Comp.
L - F 154 -148
F - K 331 -100
K - G 242 -313
G - J 184 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.122E 999 360
VERT(CL): 0.225E 999 240
HORZ(LL): 0.057J - -
HORZ(TL): 0.105J - -
Creep Factor: 2.0
Max TC CSI: 0.670
Max BC CSI: 0.938
Max Web CSI: 0.214
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T3
Ply: 1
Qty:1
Wgt: 173.6 lbs
SEQN: 259718 / T3 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
5'8"13
5'8"13
11'
5'3"3
15'1"
4'1"
19'2"
4'1"
24'5"3
5'3"3
30'2"
5'8"13
5'7"1
5'7"1
11'
5'4"15
15'1"
4'1"
19'2"
4'1"
24'6"15
5'4"15
30'2"
5'7"12'2'
6"66'0"66'9"1510'A
B
C
D E F
G
H
IJKLMNO
6
12
4X4(B1)
1.5X4
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
3X4
1.5X4
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/726 /336 /227
M 1265 /-/-/726 /336 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1048-1933
C - D 928-1475
D - E 923-1248
Chords Tens.Comp.
E - F 924 -1468
F - G 1049 -1933
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1644 -799
L - K 1642 -801
K - J 1246 -512
Chords Tens.Comp.
J - I 1642 -781
I - G 1644 -779
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 246 0
C - K 332 -454
D - K 374 -130
D - J 124 -122
Webs Tens.Comp.
J - E 374 -158
J - F 334 -458
F - I 249 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.118K 999 360
VERT(CL): 0.218K 999 240
HORZ(LL): 0.057I - -
HORZ(TL): 0.106I - -
Creep Factor: 2.0
Max TC CSI: 0.690
Max BC CSI: 0.774
Max Web CSI: 0.437
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T4
Ply: 1
Qty:1
Wgt: 166.6 lbs
SEQN: 259722 / T4 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
6'8"13
6'8"13
13'
6'3"3
17'2"
4'2"
23'5"3
6'3"3
30'2"
6'8"13
6'7"1
6'7"1
13'
6'4"15
17'0"4
4'0"4
23'6"15
6'6"11
30'2"
6'7"12'2'
6"67'0"67'9"1510'A
B
C
D E
F
G
HIJKLM
6
12
4X4(B1)
1.5X4
3X4
5X8
3X4 5X8
5X5
3X4
1.5X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/726 /336 /227
M 1265 /-/-/726 /336 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1048-1933
C - D 928-1475
D - E 923-1248
Chords Tens.Comp.
E - F 924 -1468
F - G 1049 -1933
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1644 -799
L - K 1642 -801
K - J 1246 -512
Chords Tens.Comp.
J - I 1642 -781
I - G 1644 -779
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 246 0
C - K 332 -454
D - K 374 -130
D - J 124 -122
Webs Tens.Comp.
J - E 374 -158
J - F 334 -458
F - I 249 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.118K 999 360
VERT(CL): 0.218K 999 240
HORZ(LL): 0.057I - -
HORZ(TL): 0.106I - -
Creep Factor: 2.0
Max TC CSI: 0.690
Max BC CSI: 0.774
Max Web CSI: 0.437
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T4
Ply: 1
Qty:1
Wgt: 166.6 lbs
SEQN: 259722 / T4 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
6'8"13
6'8"13
13'
6'3"3
17'2"
4'2"
23'5"3
6'3"3
30'2"
6'8"13
6'7"1
6'7"1
13'
6'4"15
17'0"4
4'0"4
23'6"15
6'6"11
30'2"
6'7"12'2'
6"67'0"67'9"1510'A
B
C
D E
F
G
HIJKLM
6
12
4X4(B1)
1.5X4
3X4
5X8
3X4 5X8
5X5
3X4
1.5X4
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/723 /333 /255
M 1265 /-/-/723 /333 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1004-1946
C - D 959-1771
D - E 829-1302
Chords Tens.Comp.
E - F 829 -1303
F - G 958 -1770
G - H 1002 -1945
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1660 -761
L - K 1429 -585
Chords Tens.Comp.
K - J 1430 -565
J - H 1659 -739
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 212 -176
L - D 342 -66
D - K 363 -464
E - K 836 -455
Webs Tens.Comp.
K - F 366 -465
F - J 342 -65
J - G 209 -174
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.123K 999 360
VERT(CL): 0.227K 999 240
HORZ(LL): 0.057J - -
HORZ(TL): 0.105J - -
Creep Factor: 2.0
Max TC CSI: 0.685
Max BC CSI: 0.791
Max Web CSI: 0.479
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T5
Ply: 1
Qty:1
Wgt: 159.6 lbs
SEQN: 259730 / T51 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'
4'11"12
20'1"5
5'1"5
25'2"2
5'0"12
30'2"
4'11"14
7'7"9
7'7"9
22'6"7
14'10"15
30'2"
7'7"92'2'
6"68'0"68'9"1510'A
B
C
D
E
F
G
H
IJKLM
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
5X5
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/723 /333 /255
M 1265 /-/-/723 /333 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1004-1946
C - D 959-1771
D - E 829-1302
Chords Tens.Comp.
E - F 829 -1303
F - G 958 -1770
G - H 1002 -1945
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1660 -761
L - K 1429 -585
Chords Tens.Comp.
K - J 1430 -565
J - H 1659 -739
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 212 -176
L - D 342 -66
D - K 363 -464
E - K 836 -455
Webs Tens.Comp.
K - F 366 -465
F - J 342 -65
J - G 209 -174
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.123K 999 360
VERT(CL): 0.227K 999 240
HORZ(LL): 0.057J - -
HORZ(TL): 0.105J - -
Creep Factor: 2.0
Max TC CSI: 0.685
Max BC CSI: 0.791
Max Web CSI: 0.479
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T5
Ply: 1
Qty:1
Wgt: 159.6 lbs
SEQN: 259730 / T51 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'
4'11"12
20'1"5
5'1"5
25'2"2
5'0"12
30'2"
4'11"14
7'7"9
7'7"9
22'6"7
14'10"15
30'2"
7'7"92'2'
6"68'0"68'9"1510'A
B
C
D
E
F
G
H
IJKLM
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
5X5
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/723 /334 /255
M 1265 /-/-/723 /334 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1005-1946
C - D 959-1771
D - E 829-1302
Chords Tens.Comp.
E - F 829 -1303
F - G 958 -1770
G - H 1003 -1945
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1660 -761
L - K 1429 -585
Chords Tens.Comp.
K - J 1430 -565
J - H 1659 -739
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 212 -176
L - D 342 -66
D - K 362 -464
E - K 836 -454
Webs Tens.Comp.
K - F 364 -465
F - J 342 -65
J - G 209 -174
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.123K 999 360
VERT(CL): 0.227K 999 240
HORZ(LL): 0.057J - -
HORZ(TL): 0.105J - -
Creep Factor: 2.0
Max TC CSI: 0.685
Max BC CSI: 0.791
Max Web CSI: 0.478
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T5A
Ply: 1
Qty:1
Wgt: 159.6 lbs
SEQN: 259734 / T5 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
25'2"2
5'0"12
30'2"
4'11"14
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
30'2"
7'7"92'2'
6"68'0"148'10"710'A
B
C
D
E
F
G
H
IJKLM
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
5X5
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1265 /-/-/723 /334 /255
M 1265 /-/-/723 /334 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1005-1946
C - D 959-1771
D - E 829-1302
Chords Tens.Comp.
E - F 829 -1303
F - G 958 -1770
G - H 1003 -1945
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1660 -761
L - K 1429 -585
Chords Tens.Comp.
K - J 1430 -565
J - H 1659 -739
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 212 -176
L - D 342 -66
D - K 362 -464
E - K 836 -454
Webs Tens.Comp.
K - F 364 -465
F - J 342 -65
J - G 209 -174
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.123K 999 360
VERT(CL): 0.227K 999 240
HORZ(LL): 0.057J - -
HORZ(TL): 0.105J - -
Creep Factor: 2.0
Max TC CSI: 0.685
Max BC CSI: 0.791
Max Web CSI: 0.478
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T5A
Ply: 1
Qty:1
Wgt: 159.6 lbs
SEQN: 259734 / T5 / HIPS
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
25'2"2
5'0"12
30'2"
4'11"14
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
30'2"
7'7"92'2'
6"68'0"148'10"710'A
B
C
D
E
F
G
H
IJKLM
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
5X5
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1270 /-/-/723 /336 /234
L 1136 /-/-/617 /288 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
L Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1011-1955
C - D 965-1780
D - E 837-1312
Chords Tens.Comp.
E - F 839 -1312
F - G 997 -1807
G - H 1052 -1991
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1668 -837
K - J 1438 -662
Chords Tens.Comp.
J - I 1448 -650
I - H 1710 -860
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 211 -175
K - D 342 -64
D - J 361 -463
E - J 843 -460
Webs Tens.Comp.
J - F 374 -478
F - I 352 -96
I - G 242 -203
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.120J 999 360
VERT(CL): 0.223J 999 240
HORZ(LL): 0.053I - -
HORZ(TL): 0.099I - -
Creep Factor: 2.0
Max TC CSI: 0.688
Max BC CSI: 0.794
Max Web CSI: 0.484
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T6
Ply: 1
Qty:1
Wgt: 156.8 lbs
SEQN: 259738 / T6 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
25'1"11
5'0"5
30'2"
5'0"5
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
30'2"
7'7"92'
6"68'0"148'10"710'A
B
C
D
E
F
G
H
IJK L
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
1.5X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1270 /-/-/723 /336 /234
L 1136 /-/-/617 /288 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
L Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1011-1955
C - D 965-1780
D - E 837-1312
Chords Tens.Comp.
E - F 839 -1312
F - G 997 -1807
G - H 1052 -1991
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1668 -837
K - J 1438 -662
Chords Tens.Comp.
J - I 1448 -650
I - H 1710 -860
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 211 -175
K - D 342 -64
D - J 361 -463
E - J 843 -460
Webs Tens.Comp.
J - F 374 -478
F - I 352 -96
I - G 242 -203
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.120J 999 360
VERT(CL): 0.223J 999 240
HORZ(LL): 0.053I - -
HORZ(TL): 0.099I - -
Creep Factor: 2.0
Max TC CSI: 0.688
Max BC CSI: 0.794
Max Web CSI: 0.484
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T6
Ply: 1
Qty:1
Wgt: 156.8 lbs
SEQN: 259738 / T6 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
25'1"11
5'0"5
30'2"
5'0"5
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
30'2"
7'7"92'
6"68'0"148'10"710'A
B
C
D
E
F
G
H
IJK L
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
1.5X4
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/725 /336 /221
O 1133 /-/-/593 /289 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1012-1962
C - D 967-1788
D - E 838-1318
Chords Tens.Comp.
E - F 840 -1317
F - G 1014 -1847
G - H 961 -1845
H - I 757 -1509
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1675 -882
N - M 1444 -708
M - L 1463 -704
Chords Tens.Comp.
L - K 1757 -918
K - J 8 -5
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 210 -175
N - D 341 -65
D - M 361 -464
E - M 846 -462
M - F 386 -492
F - L 370 -112
Webs Tens.Comp.
L - G 230 -220
G - K 115 -160
H - K 520 -907
K - I 1837 -920
I - J 583 -1115
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.110D 999 360
VERT(CL): 0.205D 999 240
HORZ(LL): 0.044J - -
HORZ(TL): 0.081J - -
Creep Factor: 2.0
Max TC CSI: 0.691
Max BC CSI: 0.796
Max Web CSI: 0.486
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T7
Ply: 1
Qty:1
Wgt: 172.2 lbs
SEQN: 259742 / T1 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
25'3"5
5'2"
28'6"
3'2"11
30'2"
1'8"
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
28'7"12
6'1"5
30'2"
1'6"42'
6"6
1'4"68'0"148'10"710'A
B
C
D
E
F
G
H I
JKLMNO
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
3X4
5X5
5X8
3X8
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/725 /336 /221
O 1133 /-/-/593 /289 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1012-1962
C - D 967-1788
D - E 838-1318
Chords Tens.Comp.
E - F 840 -1317
F - G 1014 -1847
G - H 961 -1845
H - I 757 -1509
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1675 -882
N - M 1444 -708
M - L 1463 -704
Chords Tens.Comp.
L - K 1757 -918
K - J 8 -5
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 210 -175
N - D 341 -65
D - M 361 -464
E - M 846 -462
M - F 386 -492
F - L 370 -112
Webs Tens.Comp.
L - G 230 -220
G - K 115 -160
H - K 520 -907
K - I 1837 -920
I - J 583 -1115
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.110D 999 360
VERT(CL): 0.205D 999 240
HORZ(LL): 0.044J - -
HORZ(TL): 0.081J - -
Creep Factor: 2.0
Max TC CSI: 0.691
Max BC CSI: 0.796
Max Web CSI: 0.486
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T7
Ply: 1
Qty:1
Wgt: 172.2 lbs
SEQN: 259742 / T1 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
25'3"5
5'2"
28'6"
3'2"11
30'2"
1'8"
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
28'7"12
6'1"5
30'2"
1'6"42'
6"6
1'4"68'0"148'10"710'A
B
C
D
E
F
G
H I
JKLMNO
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
3X4
5X5
5X8
3X8
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/728 /334 /220
N 1133 /-/-/568 /293 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 8.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1010-1962
C - D 966-1787
D - E 837-1318
Chords Tens.Comp.
E - F 843 -1321
F - G 988 -1842
G - H 924 -1673
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 1674 -933
M - L 1444 -761
L - K 1471 -766
Chords Tens.Comp.
K - J 1809 -1008
J - I 8 -5
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 208 -174
M - D 339 -64
D - L 363 -466
E - L 860 -474
L - F 401 -504
Webs Tens.Comp.
F - K 343 -67
K - G 242 -256
G - J 606 -979
J - H 1954 -1078
H - I 643 -1094
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.111D 999 360
VERT(CL): 0.208D 999 240
HORZ(LL): 0.041I - -
HORZ(TL): 0.076I - -
Creep Factor: 2.0
Max TC CSI: 0.690
Max BC CSI: 0.796
Max Web CSI: 0.499
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T8
Ply: 1
Qty:1
Wgt: 169.4 lbs
SEQN: 259746 / T16 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
26'6"
6'4"11
30'2"
3'8"
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
26'10"
4'3"9
30'2"
3'4"2'
6"6 2'4"68'0"148'10"710'A
B
C
D
E
F
G H
IJKLM N
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
5X5
3X8
3X8
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/728 /334 /220
N 1133 /-/-/568 /293 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 8.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1010-1962
C - D 966-1787
D - E 837-1318
Chords Tens.Comp.
E - F 843 -1321
F - G 988 -1842
G - H 924 -1673
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 1674 -933
M - L 1444 -761
L - K 1471 -766
Chords Tens.Comp.
K - J 1809 -1008
J - I 8 -5
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 208 -174
M - D 339 -64
D - L 363 -466
E - L 860 -474
L - F 401 -504
Webs Tens.Comp.
F - K 343 -67
K - G 242 -256
G - J 606 -979
J - H 1954 -1078
H - I 643 -1094
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.111D 999 360
VERT(CL): 0.208D 999 240
HORZ(LL): 0.041I - -
HORZ(TL): 0.076I - -
Creep Factor: 2.0
Max TC CSI: 0.690
Max BC CSI: 0.796
Max Web CSI: 0.499
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T8
Ply: 1
Qty:1
Wgt: 169.4 lbs
SEQN: 259746 / T16 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
26'6"
6'4"11
30'2"
3'8"
7'7"9
7'7"9
15'1"
7'5"7
22'6"7
7'5"7
26'10"
4'3"9
30'2"
3'4"2'
6"6 2'4"68'0"148'10"710'A
B
C
D
E
F
G H
IJKLM N
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
3X4
5X5
3X8
3X8
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/733 /331 /220
M 1133 /-/-/545 /298 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1011-1960
C - D 966-1785
D - E 837-1324
Chords Tens.Comp.
E - F 836 -1322
F - G 1179 -2039
G - H 951 -1722
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1673 -986
L - K 1445 -813
Chords Tens.Comp.
K - J 1446 -810
J - I 14 -12
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 209 -176
L - D 324 -66
D - K 360 -457
E - K 846 -453
K - F 387 -458
Webs Tens.Comp.
F - J 511 -276
G - J 810 -1177
J - H 1955 -1075
H - I 680 -1095
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.113K 999 360
VERT(CL): 0.211K 999 240
HORZ(LL): 0.037I - -
HORZ(TL): 0.068I - -
Creep Factor: 2.0
Max TC CSI: 0.686
Max BC CSI: 0.812
Max Web CSI: 0.691
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T9
Ply: 1
Qty:1
Wgt: 169.4 lbs
SEQN: 259750 / T17 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
24'6"
4'4"11
30'2"
5'8"
7'7"9
7'7"9
15'1"
7'5"7
24'7"12
9'6"12
30'2"
5'6"42'
6"6 3'4"68'0"148'10"710'A
B
C
D
E
F
G H
IJKL M
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
5X5(SRS)
5X8
3X8
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/733 /331 /220
M 1133 /-/-/545 /298 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1011-1960
C - D 966-1785
D - E 837-1324
Chords Tens.Comp.
E - F 836 -1322
F - G 1179 -2039
G - H 951 -1722
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1673 -986
L - K 1445 -813
Chords Tens.Comp.
K - J 1446 -810
J - I 14 -12
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 209 -176
L - D 324 -66
D - K 360 -457
E - K 846 -453
K - F 387 -458
Webs Tens.Comp.
F - J 511 -276
G - J 810 -1177
J - H 1955 -1075
H - I 680 -1095
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.113K 999 360
VERT(CL): 0.211K 999 240
HORZ(LL): 0.037I - -
HORZ(TL): 0.068I - -
Creep Factor: 2.0
Max TC CSI: 0.686
Max BC CSI: 0.812
Max Web CSI: 0.691
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T9
Ply: 1
Qty:1
Wgt: 169.4 lbs
SEQN: 259750 / T17 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
24'6"
4'4"11
30'2"
5'8"
7'7"9
7'7"9
15'1"
7'5"7
24'7"12
9'6"12
30'2"
5'6"42'
6"6 3'4"68'0"148'10"710'A
B
C
D
E
F
G H
IJKL M
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
5X5(SRS)
5X8
3X8
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/739 /327 /220
N 1133 /-/-/543 /303 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 8.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1010-1963
C - D 966-1788
D - E 842-1317
Chords Tens.Comp.
E - F 840 -1314
F - G 1072 -1826
G - H 918 -1593
H - I 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 1675-1039
M - L 1443 -868
Chords Tens.Comp.
L - K 1460 -860
K - J 932 -599
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 208 -175
M - D 344 -60
D - L 356 -463
E - L 838 -456
L - F 378 -487
Webs Tens.Comp.
F - K 396 -188
G - K 594 -917
K - H 985 -475
H - J 874 -1360
I - J 91 -82
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105D 999 360
VERT(CL): 0.197D 999 240
HORZ(LL): 0.041J - -
HORZ(TL): 0.076J - -
Creep Factor: 2.0
Max TC CSI: 0.691
Max BC CSI: 0.796
Max Web CSI: 0.713
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T10
Ply: 1
Qty:1
Wgt: 179.2 lbs
SEQN: 259754 / T18 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
22'6"
2'4"11
26'4"
3'10"
30'2"
3'10"
7'7"9
7'7"9
15'1"
7'5"7
22'7"12
7'6"12
30'2"
7'6"42'
6"6 4'4"68'0"148'10"710'A
B
C
D
E
F
G H I
JKLMN
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
5X5
3X8
3X4 1.5X4
6X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/739 /327 /220
N 1133 /-/-/543 /303 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 8.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1010-1963
C - D 966-1788
D - E 842-1317
Chords Tens.Comp.
E - F 840 -1314
F - G 1072 -1826
G - H 918 -1593
H - I 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 1675-1039
M - L 1443 -868
Chords Tens.Comp.
L - K 1460 -860
K - J 932 -599
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 208 -175
M - D 344 -60
D - L 356 -463
E - L 838 -456
L - F 378 -487
Webs Tens.Comp.
F - K 396 -188
G - K 594 -917
K - H 985 -475
H - J 874 -1360
I - J 91 -82
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105D 999 360
VERT(CL): 0.197D 999 240
HORZ(LL): 0.041J - -
HORZ(TL): 0.076J - -
Creep Factor: 2.0
Max TC CSI: 0.691
Max BC CSI: 0.796
Max Web CSI: 0.713
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T10
Ply: 1
Qty:1
Wgt: 179.2 lbs
SEQN: 259754 / T18 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'1"5
5'0"5
22'6"
2'4"11
26'4"
3'10"
30'2"
3'10"
7'7"9
7'7"9
15'1"
7'5"7
22'7"12
7'6"12
30'2"
7'6"42'
6"6 4'4"68'0"148'10"710'A
B
C
D
E
F
G H I
JKLMN
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
3X4
5X5
3X8
3X4 1.5X4
6X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/748 /322 /220
N 1133 /-/-/558 /310 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 8.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1012-1964
C - D 967-1788
D - E 846-1316
Chords Tens.Comp.
E - F 839 -1316
F - G 904 -1457
G - H 580 -909
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 1676-1091
M - L 1443 -921
L - K 1485 -925
Chords Tens.Comp.
K - J 959 -618
J - I 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 208 -176
M - D 348 -58
D - L 352 -461
E - L 821 -445
L - F 374 -499
Webs Tens.Comp.
F - K 374 -486
K - G 760 -436
G - J 669 -879
J - H 1339 -855
H - I 750 -1095
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105D 999 360
VERT(CL): 0.197D 999 240
HORZ(LL): 0.036J - -
HORZ(TL): 0.067J - -
Creep Factor: 2.0
Max TC CSI: 0.692
Max BC CSI: 0.796
Max Web CSI: 0.686
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T11
Ply: 1
Qty:1
Wgt: 183.4 lbs
SEQN: 259758 / T19 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'6"
5'5"
25'2"4
4'8"4
30'2"
4'11"12
7'7"9
7'7"9
15'1"
7'5"7
20'9"8
5'8"8
25'5"12
4'8"4
30'2"
4'8"42'
6"6 5'4"68'0"148'10"710'A
B
C
D
E
F G H
IJKLM N
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
5X5
3X4
3X4
4X4
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1273 /-/-/748 /322 /220
N 1133 /-/-/558 /310 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 8.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1012-1964
C - D 967-1788
D - E 846-1316
Chords Tens.Comp.
E - F 839 -1316
F - G 904 -1457
G - H 580 -909
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 1676-1091
M - L 1443 -921
L - K 1485 -925
Chords Tens.Comp.
K - J 959 -618
J - I 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 208 -176
M - D 348 -58
D - L 352 -461
E - L 821 -445
L - F 374 -499
Webs Tens.Comp.
F - K 374 -486
K - G 760 -436
G - J 669 -879
J - H 1339 -855
H - I 750 -1095
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105D 999 360
VERT(CL): 0.197D 999 240
HORZ(LL): 0.036J - -
HORZ(TL): 0.067J - -
Creep Factor: 2.0
Max TC CSI: 0.692
Max BC CSI: 0.796
Max Web CSI: 0.686
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T11
Ply: 1
Qty:1
Wgt: 183.4 lbs
SEQN: 259758 / T19 / COMN
FROM:DRW:
.../...02/05/2021
30'2"
5'0"5
5'0"5
10'0"4
4'11"14
15'1"
5'0"12
20'6"
5'5"
25'2"4
4'8"4
30'2"
4'11"12
7'7"9
7'7"9
15'1"
7'5"7
20'9"8
5'8"8
25'5"12
4'8"4
30'2"
4'8"42'
6"6 5'4"68'0"148'10"710'A
B
C
D
E
F G H
IJKLM N
6
12
4X4(B1)
1.5X4
3X4
5X5
5X5
5X8
5X5
3X4
3X4
4X4
4X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP 2400f-2.0E; B3 2x6 SP #2;
Webs: 2x4 SP #2; W8,W10 2x4 SP 2250f-1.9E;
Lt Wedge: 2x4 SP #2;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 5X6 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type:
WAVE, 18SS, HS
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.285N 999 360
VERT(CL): 0.527N 684 240
HORZ(LL): 0.077C - -
HORZ(TL): 0.142C - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.983
Max BC CSI: 0.824
Max Web CSI: 0.995
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T12
Ply: 2
Qty:1
Wgt: 487.2 lbs
SEQN: 259970 / T36 / COMN
FROM:
Page 1 of 2
DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 7526 /-/-/-/2230/-
Q 9342 /-/-/-/2678/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =3.1
Q Brg Width = 8.0 Min Req =3.9
Bearings B & Q are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 2180-7392
C - D 1869-6345
D - E 1493-5052
Chords Tens.Comp.
E - F 1499 -5062
F - G 1390 -4745
G - H 1396 -4763
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 6547-1921
O - N 6520-1914
N - M 5587-1643
Chords Tens.Comp.
M - L 5764 -1709
L - K 250 -72
K - J 183 -52
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 1251 -336
C - N 350-1202
N - D 2106 -602
D - M 553-1908
E - M 4407-1286
M - F 607-2015
F - L 53 -12
F - P 411-1317
Webs Tens.Comp.
L - P 5657 -1679
G - P 88 -165
P - K 1667 -428
P - I 59 -208
P - H 6179 -1810
I - H 1176 -3967
I - J 1177 -3973
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
30'2"
7'2"15
7'2"15
11'3"1
4'0"2
15'1"
3'9"15
19'5"4
4'4"4
24'9"10
5'4"6
29'8"12
4'11"2
30'2"
5"4
7'1"10
7'1"10
10'11"9
3'9"15
15'1"
4'1"7
20'0"4
4'11"4
24'9"10
4'9"6
30'2"
5'4"62'
6"6 5'10"121'8'0"148'10"7(a)
10'A
B
C
D
E
F G H
I
JKLMNO
P
Q
6
12
5X5(C3)6X6(C3)
3X8
5X8
7X6
10X10
7X10(SRS)
SS0514
1.5X4
10X14
3X10
3X3
H1010
5X10
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP 2400f-2.0E; B3 2x6 SP #2;
Webs: 2x4 SP #2; W8,W10 2x4 SP 2250f-1.9E;
Lt Wedge: 2x4 SP #2;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 5X6 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.02 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type:
WAVE, 18SS, HS
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.285N 999 360
VERT(CL): 0.527N 684 240
HORZ(LL): 0.077C - -
HORZ(TL): 0.142C - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.983
Max BC CSI: 0.824
Max Web CSI: 0.995
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T12
Ply: 2
Qty:1
Wgt: 487.2 lbs
SEQN: 259970 / T36 / COMN
FROM:
Page 1 of 2
DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 7526 /-/-/-/2230/-
Q 9342 /-/-/-/2678/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =3.1
Q Brg Width = 8.0 Min Req =3.9
Bearings B & Q are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 2180-7392
C - D 1869-6345
D - E 1493-5052
Chords Tens.Comp.
E - F 1499 -5062
F - G 1390 -4745
G - H 1396 -4763
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 6547-1921
O - N 6520-1914
N - M 5587-1643
Chords Tens.Comp.
M - L 5764 -1709
L - K 250 -72
K - J 183 -52
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 1251 -336
C - N 350-1202
N - D 2106 -602
D - M 553-1908
E - M 4407-1286
M - F 607-2015
F - L 53 -12
F - P 411-1317
Webs Tens.Comp.
L - P 5657 -1679
G - P 88 -165
P - K 1667 -428
P - I 59 -208
P - H 6179 -1810
I - H 1176 -3967
I - J 1177 -3973
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
30'2"
7'2"15
7'2"15
11'3"1
4'0"2
15'1"
3'9"15
19'5"4
4'4"4
24'9"10
5'4"6
29'8"12
4'11"2
30'2"
5"4
7'1"10
7'1"10
10'11"9
3'9"15
15'1"
4'1"7
20'0"4
4'11"4
24'9"10
4'9"6
30'2"
5'4"62'
6"6 5'10"121'8'0"148'10"7(a)
10'A
B
C
D
E
F G H
I
JKLMNO
P
Q
6
12
5X5(C3)6X6(C3)
3X8
5X8
7X6
10X10
7X10(SRS)
SS0514
1.5X4
10X14
3X10
3X3
H1010
5X10
PDF created with pdfFactory Pro trial version www.pdffactory.com
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.15
TC: From 28 plf at 7.15 to 28 plf at 17.06
TC: From 56 plf at 17.06 to 56 plf at 30.17
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.14
BC: From 10 plf at 7.14 to 10 plf at 23.06
BC: From 20 plf at 23.06 to 20 plf at 30.17
BC: 2709 lb Conc. Load at 7.14
BC: 1067 lb Conc. Load at 9.06,11.06
BC: 1091 lb Conc. Load at 13.06,15.06,17.06,19.06
21.06
BC: 1089 lb Conc. Load at 23.06
BC: 1057 lb Conc. Load at 25.06
BC: 1228 lb Conc. Load at 27.06,29.06
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T12
Ply: 2
Qty:1
Wgt: 487.2 lbs
SEQN: 259970 / T36 / COMN
FROM:
Page 2 of 2
DRW:
.../...02/05/2021
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
PDF created with pdfFactory Pro trial version www.pdffactory.com
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 27 plf at 0.00 to 27 plf at 28.83
BC: From 10 plf at 0.00 to 10 plf at 28.83
TC: 168 lb Conc. Load at 0.77, 2.77, 4.77, 6.77
8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77
24.77,26.77,28.77
BC: 129 lb Conc. Load at 0.77, 2.77, 4.77, 6.77
8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77
24.77,26.77,28.77
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attached spans
at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Deflection
Max JT VERT DEFL: LL: 0.17" DL: 0.14". See detail
DEFLCAMB1014 for camber recommendations. Provide
for adequate drainage of roof.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.168C 999 360
VERT(CL): 0.310C 999 240
HORZ(LL): 0.043A - -
HORZ(TL): 0.080A - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.955
Max BC CSI: 0.860
Max Web CSI: 0.511
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T13
Ply: 2
Qty:1
Wgt: 324.8 lbs
SEQN: 259762 / T31 / FLAT
FROM:
Page 1 of 2
DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 2709 /-/-/-/824 /-
F 2819 /-/-/-/858 /-
Wind reactions based on MWFRS
J Brg Width = -Min Req =-
F Brg Width = 4.0 Min Req =1.7
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 613-2029
B - C 806-2662
Chords Tens.Comp.
C - D 806 -2662
D - E 611 -2023
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 25 -8
I - H 2088 -642
Chords Tens.Comp.
H - G 2082 -640
G - F 23 -8
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 431-1234
A - I 2263 -683
I - B 370 -758
B - H 651 -186
C - H 221 -355
Webs Tens.Comp.
H - D 658 -188
D - G 369 -759
G - E 2258 -682
E - F 451 -1264
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
28'10"
7'5"2
7'5"2
14'5"
6'11"14
21'4"14
6'11"14
28'10"
7'5"2
7'1"10
7'1"10
14'5"
7'3"6
21'8"6
7'3"6
28'10"
7'1"104'0"610'
A B C D E
FGHIJ
5X5
2X6 5X8
3X4 5X5
3X8
3X4
5X8
5X5
2X6
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 27 plf at 0.00 to 27 plf at 28.83
BC: From 10 plf at 0.00 to 10 plf at 28.83
TC: 168 lb Conc. Load at 0.77, 2.77, 4.77, 6.77
8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77
24.77,26.77,28.77
BC: 129 lb Conc. Load at 0.77, 2.77, 4.77, 6.77
8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77
24.77,26.77,28.77
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attached spans
at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Deflection
Max JT VERT DEFL: LL: 0.17" DL: 0.14". See detail
DEFLCAMB1014 for camber recommendations. Provide
for adequate drainage of roof.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.168C 999 360
VERT(CL): 0.310C 999 240
HORZ(LL): 0.043A - -
HORZ(TL): 0.080A - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.955
Max BC CSI: 0.860
Max Web CSI: 0.511
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T13
Ply: 2
Qty:1
Wgt: 324.8 lbs
SEQN: 259762 / T31 / FLAT
FROM:
Page 1 of 2
DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 2709 /-/-/-/824 /-
F 2819 /-/-/-/858 /-
Wind reactions based on MWFRS
J Brg Width = -Min Req =-
F Brg Width = 4.0 Min Req =1.7
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 613-2029
B - C 806-2662
Chords Tens.Comp.
C - D 806 -2662
D - E 611 -2023
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 25 -8
I - H 2088 -642
Chords Tens.Comp.
H - G 2082 -640
G - F 23 -8
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 431-1234
A - I 2263 -683
I - B 370 -758
B - H 651 -186
C - H 221 -355
Webs Tens.Comp.
H - D 658 -188
D - G 369 -759
G - E 2258 -682
E - F 451 -1264
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
28'10"
7'5"2
7'5"2
14'5"
6'11"14
21'4"14
6'11"14
28'10"
7'5"2
7'1"10
7'1"10
14'5"
7'3"6
21'8"6
7'3"6
28'10"
7'1"104'0"610'
A B C D E
FGHIJ
5X5
2X6 5X8
3X4 5X5
3X8
3X4
5X8
5X5
2X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
Additional Notes
Truss must be installed as shown with top chord up.
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T13
Ply: 2
Qty:1
Wgt: 324.8 lbs
SEQN: 259762 / T31 / FLAT
FROM:
Page 2 of 2
DRW:
.../...02/05/2021
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1067 /-/-/505 /293 /-
F 1067 /-/-/505 /293 /-
Wind reactions based on MWFRS
J Brg Width = -Min Req =-
F Brg Width = 4.0 Min Req =1.5
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 894-1279
B - C 1147-1672
Chords Tens.Comp.
C - D 1147 -1672
D - E 894 -1279
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 0
I - H 1321 -935
Chords Tens.Comp.
H - G 1321 -935
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 782-1009
A - I 1536-1074
I - B 661 -689
B - H 424 -285
C - H 360 -338
Webs Tens.Comp.
H - D 424 -285
D - G 661 -689
G - E 1536 -1074
E - F 782 -1009
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: h/2 to h
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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.087C 999 360
VERT(CL): 0.161C 999 240
HORZ(LL): 0.027A - -
HORZ(TL): 0.050A - -
Creep Factor: 2.0
Max TC CSI: 0.792
Max BC CSI: 0.610
Max Web CSI: 0.714
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T14
Ply: 1
Qty:1
Wgt: 180.6 lbs
SEQN: 259770 / T25 / FLAT
FROM:DRW:
.../...02/05/2021
28'10"
7'5"2
7'5"2
14'5"
6'11"14
21'4"14
6'11"14
28'10"
7'5"2
7'1"10
7'1"10
14'5"
7'3"6
21'8"6
7'3"6
28'10"
7'1"105'0"610'
A B C D E
FGHIJ
4X5
1.5X6 5X6
3X4 5X5
3X8
3X4
5X6
4X5
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1067 /-/-/505 /293 /-
F 1067 /-/-/505 /293 /-
Wind reactions based on MWFRS
J Brg Width = -Min Req =-
F Brg Width = 4.0 Min Req =1.5
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 894-1279
B - C 1147-1672
Chords Tens.Comp.
C - D 1147 -1672
D - E 894 -1279
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 0
I - H 1321 -935
Chords Tens.Comp.
H - G 1321 -935
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 782-1009
A - I 1536-1074
I - B 661 -689
B - H 424 -285
C - H 360 -338
Webs Tens.Comp.
H - D 424 -285
D - G 661 -689
G - E 1536 -1074
E - F 782 -1009
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: h/2 to h
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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.087C 999 360
VERT(CL): 0.161C 999 240
HORZ(LL): 0.027A - -
HORZ(TL): 0.050A - -
Creep Factor: 2.0
Max TC CSI: 0.792
Max BC CSI: 0.610
Max Web CSI: 0.714
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T14
Ply: 1
Qty:1
Wgt: 180.6 lbs
SEQN: 259770 / T25 / FLAT
FROM:DRW:
.../...02/05/2021
28'10"
7'5"2
7'5"2
14'5"
6'11"14
21'4"14
6'11"14
28'10"
7'5"2
7'1"10
7'1"10
14'5"
7'3"6
21'8"6
7'3"6
28'10"
7'1"105'0"610'
A B C D E
FGHIJ
4X5
1.5X6 5X6
3X4 5X5
3X8
3X4
5X6
4X5
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1067 /-/-/505 /311 /-
F 1067 /-/-/505 /311 /-
Wind reactions based on MWFRS
J Brg Width = -Min Req =-
F Brg Width = 4.0 Min Req =1.5
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 760-1057
B - C 973-1381
Chords Tens.Comp.
C - D 973 -1381
D - E 760 -1057
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 0
I - H 1092 -794
Chords Tens.Comp.
H - G 1092 -794
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 803-1010
A - I 1356 -975
I - B 677 -689
B - H 375 -261
C - H 368 -338
Webs Tens.Comp.
H - D 375 -261
D - G 677 -689
G - E 1356 -975
E - F 803 -1010
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: h/2 to h
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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.067C 999 360
VERT(CL): 0.124C 999 240
HORZ(LL): 0.023A - -
HORZ(TL): 0.042A - -
Creep Factor: 2.0
Max TC CSI: 0.783
Max BC CSI: 0.577
Max Web CSI: 0.743
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T15
Ply: 1
Qty:1
Wgt: 187.6 lbs
SEQN: 259774 / T27 / FLAT
FROM:DRW:
.../...02/05/2021
28'10"
7'5"2
7'5"2
14'5"
6'11"14
21'4"14
6'11"14
28'10"
7'5"2
7'1"10
7'1"10
14'5"
7'3"6
21'8"6
7'3"6
28'10"
7'1"106'0"610'
A B C D E
FGHIJ
4X4
1.5X6 5X5
3X4 5X5
3X8
3X4
5X5
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W2 2x4 SP 2250f-1.9E;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1067 /-/-/505 /311 /-
F 1067 /-/-/505 /311 /-
Wind reactions based on MWFRS
J Brg Width = -Min Req =-
F Brg Width = 4.0 Min Req =1.5
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 760-1057
B - C 973-1381
Chords Tens.Comp.
C - D 973 -1381
D - E 760 -1057
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 0
I - H 1092 -794
Chords Tens.Comp.
H - G 1092 -794
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 803-1010
A - I 1356 -975
I - B 677 -689
B - H 375 -261
C - H 368 -338
Webs Tens.Comp.
H - D 375 -261
D - G 677 -689
G - E 1356 -975
E - F 803 -1010
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: h/2 to h
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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.067C 999 360
VERT(CL): 0.124C 999 240
HORZ(LL): 0.023A - -
HORZ(TL): 0.042A - -
Creep Factor: 2.0
Max TC CSI: 0.783
Max BC CSI: 0.577
Max Web CSI: 0.743
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T15
Ply: 1
Qty:1
Wgt: 187.6 lbs
SEQN: 259774 / T27 / FLAT
FROM:DRW:
.../...02/05/2021
28'10"
7'5"2
7'5"2
14'5"
6'11"14
21'4"14
6'11"14
28'10"
7'5"2
7'1"10
7'1"10
14'5"
7'3"6
21'8"6
7'3"6
28'10"
7'1"106'0"610'
A B C D E
FGHIJ
4X4
1.5X6 5X5
3X4 5X5
3X8
3X4
5X5
4X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1091 /-/-/538 /317 /174
G 1091 /-/-/608 /257 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 608 -832
B - C 879-1186
C - D 879-1187
Chords Tens.Comp.
D - E 848 -1254
E - F 716 -1214
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
L - K 288 -65
K - J 865 -378
J - I 1069 -548
Chords Tens.Comp.
I - H 1055 -593
H - G 16 -11
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 821-1040
A - K 1219 -892
K - B 710 -749
B - J 478 -363
C - J 397 -349
J - D 170 -131
Webs Tens.Comp.
D - I 219 -15
I - E 91 -60
E - H 273 -316
H - F 1103 -613
F - G 629 -1049
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.054C 999 360
VERT(CL): 0.102C 999 240
HORZ(LL): 0.017A - -
HORZ(TL): 0.032A - -
Creep Factor: 2.0
Max TC CSI: 0.568
Max BC CSI: 0.456
Max Web CSI: 0.829
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T16
Ply: 1
Qty:1
Wgt: 208.6 lbs
SEQN: 259778 / T29 / HIPM
FROM:DRW:
.../...02/05/2021
28'10"
6'7"
6'7"
12'8"12
6'1"12
19'2"
6'5"4
23'10"4
4'8"4
28'10"
4'11"12
6'3"8
6'3"8
12'8"12
6'5"4
19'2"
6'5"4
24'1"12
4'11"12
28'10"
4'8"47'0"62'2"6(WB1)
10'
A B C D
E
F
GHIJKL
6
123X5
1.5X6 3X5
5X5 1.5X4
5X8
4X7
3X4
3X4
3X4
3X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1091 /-/-/538 /317 /174
G 1091 /-/-/608 /257 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 608 -832
B - C 879-1186
C - D 879-1187
Chords Tens.Comp.
D - E 848 -1254
E - F 716 -1214
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
L - K 288 -65
K - J 865 -378
J - I 1069 -548
Chords Tens.Comp.
I - H 1055 -593
H - G 16 -11
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 821-1040
A - K 1219 -892
K - B 710 -749
B - J 478 -363
C - J 397 -349
J - D 170 -131
Webs Tens.Comp.
D - I 219 -15
I - E 91 -60
E - H 273 -316
H - F 1103 -613
F - G 629 -1049
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.054C 999 360
VERT(CL): 0.102C 999 240
HORZ(LL): 0.017A - -
HORZ(TL): 0.032A - -
Creep Factor: 2.0
Max TC CSI: 0.568
Max BC CSI: 0.456
Max Web CSI: 0.829
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T16
Ply: 1
Qty:1
Wgt: 208.6 lbs
SEQN: 259778 / T29 / HIPM
FROM:DRW:
.../...02/05/2021
28'10"
6'7"
6'7"
12'8"12
6'1"12
19'2"
6'5"4
23'10"4
4'8"4
28'10"
4'11"12
6'3"8
6'3"8
12'8"12
6'5"4
19'2"
6'5"4
24'1"12
4'11"12
28'10"
4'8"47'0"62'2"6(WB1)
10'
A B C D
E
F
GHIJKL
6
123X5
1.5X6 3X5
5X5 1.5X4
5X8
4X7
3X4
3X4
3X4
3X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1,W2 2x4 SP 2250f-1.9E;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1091 /-/-/551 /329 /212
G 1091 /-/-/622 /249 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 494 -664
B - C 749 -995
C - D 749 -995
Chords Tens.Comp.
D - E 787 -1199
E - F 714 -1287
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
L - K 342 -78
K - J 693 -214
J - I 1003 -449
Chords Tens.Comp.
I - H 1106 -575
H - G 23 -16
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 830-1046
A - K 1129 -841
K - B 731 -785
B - J 522 -394
C - J 352 -304
J - D 75 -70
Webs Tens.Comp.
D - I 291 -62
I - E 165 -147
E - H 237 -231
H - F 1130 -578
F - G 598 -1042
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.11 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.045C 999 360
VERT(CL): 0.086C 999 240
HORZ(LL): 0.016A - -
HORZ(TL): 0.031A - -
Creep Factor: 2.0
Max TC CSI: 0.466
Max BC CSI: 0.426
Max Web CSI: 0.828
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T17
Ply: 1
Qty:1
Wgt: 214.2 lbs
SEQN: 259784 / T21 / HIPM
FROM:DRW:
.../...02/05/2021
28'10"
5'11"
5'11"
11'4"12
5'5"12
17'2"
5'9"4
22'10"4
5'8"4
28'10"
5'11"12
5'7"8
5'7"8
11'4"12
5'9"4
17'2"
5'9"4
23'1"12
5'11"12
28'10"
5'8"48'0"62'2"6(WB1)
10'
A B C D
E
F
GHIJKL
6
123X5
1.5X6 3X5
3X4 1.5X4
3X8
4X7
5X5
3X4
3X4
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1,W2 2x4 SP 2250f-1.9E;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1091 /-/-/551 /329 /212
G 1091 /-/-/622 /249 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 494 -664
B - C 749 -995
C - D 749 -995
Chords Tens.Comp.
D - E 787 -1199
E - F 714 -1287
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
L - K 342 -78
K - J 693 -214
J - I 1003 -449
Chords Tens.Comp.
I - H 1106 -575
H - G 23 -16
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 830-1046
A - K 1129 -841
K - B 731 -785
B - J 522 -394
C - J 352 -304
J - D 75 -70
Webs Tens.Comp.
D - I 291 -62
I - E 165 -147
E - H 237 -231
H - F 1130 -578
F - G 598 -1042
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.11 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.045C 999 360
VERT(CL): 0.086C 999 240
HORZ(LL): 0.016A - -
HORZ(TL): 0.031A - -
Creep Factor: 2.0
Max TC CSI: 0.466
Max BC CSI: 0.426
Max Web CSI: 0.828
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T17
Ply: 1
Qty:1
Wgt: 214.2 lbs
SEQN: 259784 / T21 / HIPM
FROM:DRW:
.../...02/05/2021
28'10"
5'11"
5'11"
11'4"12
5'5"12
17'2"
5'9"4
22'10"4
5'8"4
28'10"
5'11"12
5'7"8
5'7"8
11'4"12
5'9"4
17'2"
5'9"4
23'1"12
5'11"12
28'10"
5'8"48'0"62'2"6(WB1)
10'
A B C D
E
F
GHIJKL
6
123X5
1.5X6 3X5
3X4 1.5X4
3X8
4X7
5X5
3X4
3X4
4X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 1091 /-/-/533 /325 /181
H 1091 /-/-/620 /266 /-
Wind reactions based on MWFRS
M Brg Width = -Min Req =-
H Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 534 -727
C - D 717 -848
Chords Tens.Comp.
D - E 717 -848
E - F 768 -1122
F - G 742 -1335
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
M - L 304 -45
L - K 610 -184
K - J 919 -385
Chords Tens.Comp.
J - I 1137 -585
I - H 34 -24
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - M 48 -38
M - B 780-1049
B - L 606 -388
C - L 384 -395
C - K 512 -421
D - K 297 -246
Webs Tens.Comp.
K - E 145 -168
E - J 358 -113
J - F 255 -277
F - I 221 -158
I - G 1139 -575
G - H 603 -1034
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.61 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.042J 999 360
VERT(CL): 0.079J 999 240
HORZ(LL): 0.016C - -
HORZ(TL): 0.030C - -
Creep Factor: 2.0
Max TC CSI: 0.555
Max BC CSI: 0.548
Max Web CSI: 0.882
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T18
Ply: 1
Qty:1
Wgt: 266.0 lbs
SEQN: 259788 / T28 / SPEC
FROM:DRW:
.../...02/05/2021
28'10"
2'0"8
2'0"8
6'
3'11"8
10'7"
4'7"
15'2"
4'7"
21'10"4
6'8"4
28'10"
6'11"12
6'
6'
10'7"
4'7"
15'2"
4'7"
22'1"12
6'11"12
28'10"
6'8"47'0"102'2"69'0"6(WB1)
(WB1)
(WB2)
(WB1)
10'
A B
C D E
F
G
HIJKLM
6
12
1.5X4
6X6
5X5
4X7
3X4
1.5X4
3X8
4X7
5X5
3X4
3X4
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 1091 /-/-/533 /325 /181
H 1091 /-/-/620 /266 /-
Wind reactions based on MWFRS
M Brg Width = -Min Req =-
H Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 534 -727
C - D 717 -848
Chords Tens.Comp.
D - E 717 -848
E - F 768 -1122
F - G 742 -1335
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
M - L 304 -45
L - K 610 -184
K - J 919 -385
Chords Tens.Comp.
J - I 1137 -585
I - H 34 -24
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - M 48 -38
M - B 780-1049
B - L 606 -388
C - L 384 -395
C - K 512 -421
D - K 297 -246
Webs Tens.Comp.
K - E 145 -168
E - J 358 -113
J - F 255 -277
F - I 221 -158
I - G 1139 -575
G - H 603 -1034
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.61 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.042J 999 360
VERT(CL): 0.079J 999 240
HORZ(LL): 0.016C - -
HORZ(TL): 0.030C - -
Creep Factor: 2.0
Max TC CSI: 0.555
Max BC CSI: 0.548
Max Web CSI: 0.882
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T18
Ply: 1
Qty:1
Wgt: 266.0 lbs
SEQN: 259788 / T28 / SPEC
FROM:DRW:
.../...02/05/2021
28'10"
2'0"8
2'0"8
6'
3'11"8
10'7"
4'7"
15'2"
4'7"
21'10"4
6'8"4
28'10"
6'11"12
6'
6'
10'7"
4'7"
15'2"
4'7"
22'1"12
6'11"12
28'10"
6'8"47'0"102'2"69'0"6(WB1)
(WB1)
(WB2)
(WB1)
10'
A B
C D E
F
G
HIJKLM
6
12
1.5X4
6X6
5X5
4X7
3X4
1.5X4
3X8
4X7
5X5
3X4
3X4
4X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W9 2x4 SP 2250f-1.9E;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1091 /-/-/524 /324 /208
H 1091 /-/-/615 /284 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
H Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 59 -39
B - C 624 -798
C - D 732 -816
Chords Tens.Comp.
D - E 727 -978
E - F 787 -1278
F - G 85 -82
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
L - K 479 -139
K - J 668 -206
Chords Tens.Comp.
J - I 1036 -473
I - H 1055 -547
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 88 -88
L - B 685-1052
B - K 403 -172
C - K 214 -202
C - J 323 -274
J - D 217 -33
Webs Tens.Comp.
J - E 325 -365
E - I 241 -33
I - F 160 -30
F - H 713 -1363
G - H 127 -133
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.11 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.038E 999 360
VERT(CL): 0.072E 999 240
HORZ(LL): 0.021H - -
HORZ(TL): 0.039H - -
Creep Factor: 2.0
Max TC CSI: 0.281
Max BC CSI: 0.691
Max Web CSI: 0.700
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T19
Ply: 1
Qty:1
Wgt: 246.4 lbs
SEQN: 259794 / T30 / SPEC
FROM:DRW:
.../...02/05/2021
28'10"
4'
4'
8'
4'
13'2"
5'2"
18'4"11
5'2"11
23'7"5
5'2"11
28'10"
5'2"11
8'
8'
13'0"4
5'0"4
21'
7'11"12
28'10"
7'10"6'0"62'2"610'0"6(WB1)
(WB2)
(WB1)
10'
A
B
C D
E
F
G
HIJKL
6
12
1.5X4
6X6
3X4
4X7
3X4 5X8
4X4
3X4
3X4
3X5
1.5X4
6X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W9 2x4 SP 2250f-1.9E;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1091 /-/-/524 /324 /208
H 1091 /-/-/615 /284 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
H Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 59 -39
B - C 624 -798
C - D 732 -816
Chords Tens.Comp.
D - E 727 -978
E - F 787 -1278
F - G 85 -82
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
L - K 479 -139
K - J 668 -206
Chords Tens.Comp.
J - I 1036 -473
I - H 1055 -547
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 88 -88
L - B 685-1052
B - K 403 -172
C - K 214 -202
C - J 323 -274
J - D 217 -33
Webs Tens.Comp.
J - E 325 -365
E - I 241 -33
I - F 160 -30
F - H 713 -1363
G - H 127 -133
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.11 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.038E 999 360
VERT(CL): 0.072E 999 240
HORZ(LL): 0.021H - -
HORZ(TL): 0.039H - -
Creep Factor: 2.0
Max TC CSI: 0.281
Max BC CSI: 0.691
Max Web CSI: 0.700
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T19
Ply: 1
Qty:1
Wgt: 246.4 lbs
SEQN: 259794 / T30 / SPEC
FROM:DRW:
.../...02/05/2021
28'10"
4'
4'
8'
4'
13'2"
5'2"
18'4"11
5'2"11
23'7"5
5'2"11
28'10"
5'2"11
8'
8'
13'0"4
5'0"4
21'
7'11"12
28'10"
7'10"6'0"62'2"610'0"6(WB1)
(WB2)
(WB1)
10'
A
B
C D
E
F
G
HIJKL
6
12
1.5X4
6X6
3X4
4X7
3X4 5X8
4X4
3X4
3X4
3X5
1.5X4
6X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2;
Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2, WB3 = SP #2; and fastened to web with 3X3
or larger plates. See DRWG BRWEBLOK1014 for
further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1091 /-/-/529 /337 /226
H 1089 /-/-/589 /277 /-
Wind reactions based on MWFRS
N Brg Width = -Min Req =-
H Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 418 -676
B - C 636 -824
C - D 654 -707
Chords Tens.Comp.
D - E 657 -869
E - F 774 -1284
F - G 98 -97
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
N - M 226 -178
M - L 575 -168
L - K 673 -182
Chords Tens.Comp.
K - J 1004 -436
J - I 1037 -529
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 634-1052
A - M 866 -482
M - B 415 -551
B - L 207 -86
C - L 52 -157
C - K 361 -165
Webs Tens.Comp.
K - D 203 -108
K - E 404 -481
E - J 317 -92
J - F 188 -27
F - I 692 -1359
G - I 130 -138
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.80 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.080J 999 360
VERT(CL): 0.151J 999 240
HORZ(LL): 0.034C - -
HORZ(TL): 0.064C - -
Creep Factor: 2.0
Max TC CSI: 0.379
Max BC CSI: 0.771
Max Web CSI: 0.631
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T20
Ply: 1
Qty:1
Wgt: 278.6 lbs
SEQN: 259816 / T32 / SPEC
FROM:DRW:
.../...02/05/2021
28'10"
5'1"12
5'1"12
10'
4'10"4
11'2"
1'2"
17'0"11
5'10"11
22'11"12
5'11"2
27'11"8
4'11"12
28'10"
10"8
4'10"4
4'10"4
10'
5'1"12
11'0"4
1'0"4
20'
8'11"12
27'9"12
7'9"12
28'10"
1'0"46'0"65"811'0"6(WB1)
(WB2)
(WB3)
10'
A
B
C D
E
F
G
HIJKLMN
6
12
3X5
1.5X6 3X4
3X4
4X7
3X4 5X8
4X4
3X4
7X6
5X5
1.5X4
7X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2;
Webs: 2x4 SP #2; W10 2x4 SP 2250f-1.9E;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2
= SP #2, WB3 = SP #2; and fastened to web with 3X3
or larger plates. See DRWG BRWEBLOK1014 for
further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1091 /-/-/529 /337 /226
H 1089 /-/-/589 /277 /-
Wind reactions based on MWFRS
N Brg Width = -Min Req =-
H Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 418 -676
B - C 636 -824
C - D 654 -707
Chords Tens.Comp.
D - E 657 -869
E - F 774 -1284
F - G 98 -97
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
N - M 226 -178
M - L 575 -168
L - K 673 -182
Chords Tens.Comp.
K - J 1004 -436
J - I 1037 -529
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 634-1052
A - M 866 -482
M - B 415 -551
B - L 207 -86
C - L 52 -157
C - K 361 -165
Webs Tens.Comp.
K - D 203 -108
K - E 404 -481
E - J 317 -92
J - F 188 -27
F - I 692 -1359
G - I 130 -138
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.80 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.080J 999 360
VERT(CL): 0.151J 999 240
HORZ(LL): 0.034C - -
HORZ(TL): 0.064C - -
Creep Factor: 2.0
Max TC CSI: 0.379
Max BC CSI: 0.771
Max Web CSI: 0.631
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T20
Ply: 1
Qty:1
Wgt: 278.6 lbs
SEQN: 259816 / T32 / SPEC
FROM:DRW:
.../...02/05/2021
28'10"
5'1"12
5'1"12
10'
4'10"4
11'2"
1'2"
17'0"11
5'10"11
22'11"12
5'11"2
27'11"8
4'11"12
28'10"
10"8
4'10"4
4'10"4
10'
5'1"12
11'0"4
1'0"4
20'
8'11"12
27'9"12
7'9"12
28'10"
1'0"46'0"65"811'0"6(WB1)
(WB2)
(WB3)
10'
A
B
C D
E
F
G
HIJKLMN
6
12
3X5
1.5X6 3X4
3X4
4X7
3X4 5X8
4X4
3X4
7X6
5X5
1.5X4
7X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2 =
SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Tray Scab(s)
(1) 2x6x6-7-6 x SP #2 scab at right end. Attach scab to
face of chord with: 0.128"x3", min. nails @ 8" oc, plus
additional nail clusters at: BRG.: (5), heel: (6), 1st panel
point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C member
design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 16.39 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.122L 999 360
VERT(CL): 0.228L 999 240
HORZ(LL): 0.074J - -
HORZ(TL): 0.139J - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.416
Max BC CSI: 0.526
Max Web CSI: 0.937
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T21
Ply: 1
Qty:1
Wgt: 289.8 lbs
SEQN: 259811 / T20 / SPEC
FROM:DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1089 /-/-/529 /328 /258
I 1177 /-/-/678 /321 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
I Brg Width = 4.0 Min Req =1.5
Bearing I is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 419 -697
B - C 625 -825
C - D 1022-1648
D - E 894-1647
Chords Tens.Comp.
E - F 1156 -2337
F - G 675 -1267
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
R - Q 258 -214
Q - P 591 -110
P - O 9 -3
N - L 2044 -781
Chords Tens.Comp.
M - K 11 -5
K - J 9 -4
J - I 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 615-1047
A - Q 862 -462
Q - B 392 -525
B - P 202 -96
C - P 105 -482
C - N 1472 -655
P - N 807 -113
N - O 74 0
N - D 262 -244
Webs Tens.Comp.
N - E 451 -794
E - L 582 -213
L - M 58 0
L - F 989 -325
L - K 1343 -575
F - K 492 -1000
K - G 1192 -512
G - J 757 -1331
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
28'10"
5'5"4
5'5"4
10'7"
5'1"12
15'2"4
4'7"4
19'4"7
4'2"3
23'6"14
4'2"7
27'9"12
4'2"14
28'10"
1'0"4
5'1"12
5'1"12
10'7"
5'5"4
15'4"
4'9"
19'4"
4'
23'8"10
4'4"10
27'11"8
4'2"14
28'10"
10"86'0"62'2"63'11'3"14(WB1)
(WB2)
10'
A
B
C
D
E
F
G
H
IJK
L
M
N
OPQR
6
12
3X4
1.5X6 3X4
3X4
4X12
3X8
6X8
2X4
1.5X4
5X5
5X8
1.5X4
3X4
3X10
3X5
3X8
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x6 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, WB2 =
SP #2; and fastened to web with 3X3 or larger plates.
See DRWG BRWEBLOK1014 for further details.
Tray Scab(s)
(1) 2x6x6-7-6 x SP #2 scab at right end. Attach scab to
face of chord with: 0.128"x3", min. nails @ 8" oc, plus
additional nail clusters at: BRG.: (5), heel: (6), 1st panel
point: (0).
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C member
design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 16.39 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.122L 999 360
VERT(CL): 0.228L 999 240
HORZ(LL): 0.074J - -
HORZ(TL): 0.139J - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.416
Max BC CSI: 0.526
Max Web CSI: 0.937
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T21
Ply: 1
Qty:1
Wgt: 289.8 lbs
SEQN: 259811 / T20 / SPEC
FROM:DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1089 /-/-/529 /328 /258
I 1177 /-/-/678 /321 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
I Brg Width = 4.0 Min Req =1.5
Bearing I is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 419 -697
B - C 625 -825
C - D 1022-1648
D - E 894-1647
Chords Tens.Comp.
E - F 1156 -2337
F - G 675 -1267
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
R - Q 258 -214
Q - P 591 -110
P - O 9 -3
N - L 2044 -781
Chords Tens.Comp.
M - K 11 -5
K - J 9 -4
J - I 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 615-1047
A - Q 862 -462
Q - B 392 -525
B - P 202 -96
C - P 105 -482
C - N 1472 -655
P - N 807 -113
N - O 74 0
N - D 262 -244
Webs Tens.Comp.
N - E 451 -794
E - L 582 -213
L - M 58 0
L - F 989 -325
L - K 1343 -575
F - K 492 -1000
K - G 1192 -512
G - J 757 -1331
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
28'10"
5'5"4
5'5"4
10'7"
5'1"12
15'2"4
4'7"4
19'4"7
4'2"3
23'6"14
4'2"7
27'9"12
4'2"14
28'10"
1'0"4
5'1"12
5'1"12
10'7"
5'5"4
15'4"
4'9"
19'4"
4'
23'8"10
4'4"10
27'11"8
4'2"14
28'10"
10"86'0"62'2"63'11'3"14(WB1)
(WB2)
10'
A
B
C
D
E
F
G
H
IJK
L
M
N
OPQR
6
12
3X4
1.5X6 3X4
3X4
4X12
3X8
6X8
2X4
1.5X4
5X5
5X8
1.5X4
3X4
3X10
3X5
3X8
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1057 /-/-/515 /313 /255
Q 1198 /-/-/703 /337 /-
Wind reactions based on MWFRS
P Brg Width = -Min Req =-
Q Brg Width = 8.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 447 -761
B - C 631 -863
C - D 987-1545
D - E 860-1547
Chords Tens.Comp.
E - F 1052 -2095
F - G 875 -1796
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 255 -221
O - N 647 -122
N - M 13 -5
Chords Tens.Comp.
L - J 1840 -689
K - I 48 -22
I - G 1529 -625
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 591-1016
A - O 859 -453
O - B 355 -465
B - N 171 -91
C - N 57 -303
C - L 1227 -583
N - L 768 -103
L - M 74 0
Webs Tens.Comp.
L - D 259 -237
L - E 378 -650
E - J 409 -129
J - K 81 -1
J - I 1528 -620
J - F 333 -72
I - F 257 -409
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.39 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.108J 999 360
VERT(CL): 0.201J 999 240
HORZ(LL): 0.056I - -
HORZ(TL): 0.105I - -
Creep Factor: 2.0
Max TC CSI: 0.774
Max BC CSI: 0.751
Max Web CSI: 0.839
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T22
Ply: 1
Qty:1
Wgt: 225.4 lbs
SEQN: 259834 / T33 / SPEC
FROM:DRW:
.../...02/05/2021
28'2"
5'5"4
5'5"4
10'7"
5'1"12
15'2"4
4'7"4
19'4"7
4'2"3
23'6"3
4'1"12
28'2"
4'7"13
5'1"12
5'1"12
10'7"
5'5"4
15'4"
4'9"
19'4"
4'
23'6"3
4'2"3
28'2"
4'7"13 2'5'0"61'6"6
2'10'3"14(WB1)
11'
12'
A
B
C
D
E
F
G
HI
JKL
MNOP
Q
6
12
3X4
1.5X6 3X4
3X4
5X8
3X8
6X8
1.5X4
1.5X4
5X5
5X8
1.5X4
4X4
3X4
3X5(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1057 /-/-/515 /313 /255
Q 1198 /-/-/703 /337 /-
Wind reactions based on MWFRS
P Brg Width = -Min Req =-
Q Brg Width = 8.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 447 -761
B - C 631 -863
C - D 987-1545
D - E 860-1547
Chords Tens.Comp.
E - F 1052 -2095
F - G 875 -1796
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 255 -221
O - N 647 -122
N - M 13 -5
Chords Tens.Comp.
L - J 1840 -689
K - I 48 -22
I - G 1529 -625
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 591-1016
A - O 859 -453
O - B 355 -465
B - N 171 -91
C - N 57 -303
C - L 1227 -583
N - L 768 -103
L - M 74 0
Webs Tens.Comp.
L - D 259 -237
L - E 378 -650
E - J 409 -129
J - K 81 -1
J - I 1528 -620
J - F 333 -72
I - F 257 -409
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.39 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.108J 999 360
VERT(CL): 0.201J 999 240
HORZ(LL): 0.056I - -
HORZ(TL): 0.105I - -
Creep Factor: 2.0
Max TC CSI: 0.774
Max BC CSI: 0.751
Max Web CSI: 0.839
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T22
Ply: 1
Qty:1
Wgt: 225.4 lbs
SEQN: 259834 / T33 / SPEC
FROM:DRW:
.../...02/05/2021
28'2"
5'5"4
5'5"4
10'7"
5'1"12
15'2"4
4'7"4
19'4"7
4'2"3
23'6"3
4'1"12
28'2"
4'7"13
5'1"12
5'1"12
10'7"
5'5"4
15'4"
4'9"
19'4"
4'
23'6"3
4'2"3
28'2"
4'7"13 2'5'0"61'6"6
2'10'3"14(WB1)
11'
12'
A
B
C
D
E
F
G
HI
JKL
MNOP
Q
6
12
3X4
1.5X6 3X4
3X4
5X8
3X8
6X8
1.5X4
1.5X4
5X5
5X8
1.5X4
4X4
3X4
3X5(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1228 /-/-/515 /313 /255
O 1298 /-/-/703 /337 /-
Wind reactions based on MWFRS
N Brg Width = -Min Req =-
O Brg Width = 8.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 112 -405
B - C 230 -488
C - D 642-1115
D - E 656-1136
Chords Tens.Comp.
E - F 861 -1795
F - G 919 -2007
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
N - M 3 -27
M - K 0 0
L - J 869 -149
Chords Tens.Comp.
J - I 1368 -400
I - G 1711 -648
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 336-1237
A - L 1147 -336
N - L 370 -298
B - L 241 -231
L - M 45 0
L - C 454 -816
Webs Tens.Comp.
C - J 217 -103
D - J 661 -288
J - E 432 -607
E - I 427 -139
I - F 291 -240
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.39 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105I 999 360
VERT(CL): 0.179I 999 240
HORZ(LL): 0.063I - -
HORZ(TL): 0.108I - -
Creep Factor: 2.0
Max TC CSI: 0.715
Max BC CSI: 0.993
Max Web CSI: 0.511
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T23
Ply: 1
Qty:2
Wgt: 201.6 lbs
SEQN: 259842 / T34 / SPEC
FROM:DRW:
.../...02/05/2021
28'2"
1'2"12
1'2"12
5'11"12
4'9"
10'7"
4'7"4
16'5"1
5'10"1
22'2"5
5'9"3
28'2"
5'11"11
1'8"
1'8"
10'7"
8'11"
19'3"7
8'8"7
28'2"
8'10"9 2'5'0"61'6"610'3"14(WB1)
(WB1)
11'
12'
A
B
C
D
E
F
G
HIJ
KLMN
O
6
12
3X5
6X6
1.5X4
7X8
1.5X4
3X4
4X4
5X8
5X5
3X4
1.5X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1228 /-/-/515 /313 /255
O 1298 /-/-/703 /337 /-
Wind reactions based on MWFRS
N Brg Width = -Min Req =-
O Brg Width = 8.0 Min Req =1.5
Bearing G is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 112 -405
B - C 230 -488
C - D 642-1115
D - E 656-1136
Chords Tens.Comp.
E - F 861 -1795
F - G 919 -2007
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
N - M 3 -27
M - K 0 0
L - J 869 -149
Chords Tens.Comp.
J - I 1368 -400
I - G 1711 -648
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 336-1237
A - L 1147 -336
N - L 370 -298
B - L 241 -231
L - M 45 0
L - C 454 -816
Webs Tens.Comp.
C - J 217 -103
D - J 661 -288
J - E 432 -607
E - I 427 -139
I - F 291 -240
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.39 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.105I 999 360
VERT(CL): 0.179I 999 240
HORZ(LL): 0.063I - -
HORZ(TL): 0.108I - -
Creep Factor: 2.0
Max TC CSI: 0.715
Max BC CSI: 0.993
Max Web CSI: 0.511
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T23
Ply: 1
Qty:2
Wgt: 201.6 lbs
SEQN: 259842 / T34 / SPEC
FROM:DRW:
.../...02/05/2021
28'2"
1'2"12
1'2"12
5'11"12
4'9"
10'7"
4'7"4
16'5"1
5'10"1
22'2"5
5'9"3
28'2"
5'11"11
1'8"
1'8"
10'7"
8'11"
19'3"7
8'8"7
28'2"
8'10"9 2'5'0"61'6"610'3"14(WB1)
(WB1)
11'
12'
A
B
C
D
E
F
G
HIJ
KLMN
O
6
12
3X5
6X6
1.5X4
7X8
1.5X4
3X4
4X4
5X8
5X5
3X4
1.5X4
4X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 393 /-/-/220 /120 /295
R 1563 /-/-/986 /366 /-
T 1162 /-/-/745 /324 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
R Brg Width = 8.0 Min Req =1.8
T Brg Width = 8.0 Min Req =1.5
Bearings A, R, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 336 -490
B - C 309 -214
C - D 692 -895
D - E 818 -908
Chords Tens.Comp.
E - F 821 -1079
F - G 972 -1566
G - H 1015 -1739
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - S 379 -219
S - R 376 -220
P - N 28 -13
Q - O 0 -71
N - L 26 -65
Chords Tens.Comp.
O - M 0 0
L - K 720 -233
K - J 1242 -591
J - H 1478 -759
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - B 264 0
B - R 306 -508
R - Q 681-1276
P - Q 687-1215
P - C 705-1199
C - L 879 -288
N - O 6 -45
Webs Tens.Comp.
D - L 199 -291
D - K 338 -204
K - E 260 -130
K - F 391 -476
F - J 360 -61
J - G 207 -176
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.25 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.92 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.078J 999 360
VERT(CL): 0.145J 999 240
HORZ(LL): 0.023J - -
HORZ(TL): 0.044J - -
Creep Factor: 2.0
Max TC CSI: 0.632
Max BC CSI: 0.707
Max Web CSI: 0.439
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T24
Ply: 1
Qty:1
Wgt: 231.0 lbs
SEQN: 259867 / T69 / COMN
FROM:DRW:
.../...02/05/2021
11'4"27'10"
6'0"7
6'0"7
11'6"13
5'6"6
18'10"8
7'3"11
24'3"8
5'5"
29'3"
4'11"8
34'2"15
4'11"15
39'2"
4'11"1
5'10"11
5'10"11
11'7"4
5'8"9
12'2"12
7"8
12'8"
5"4
18'10"8
6'2"8
24'1"12
5'3"4
31'7"11
7'5"15
39'2"
7'6"5 2'
6"6 2'1'9'11"1010'
12'
A
B
C
D E
F
G
H
IJKL
MN
O
P
Q RS
T
6
12
3X5(B2)
1.5X4 6X6
3X3
3X3
5X5
1.5X4
1.5X4
5X8
5X8
5X5
5X5
3X5(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 393 /-/-/220 /120 /295
R 1563 /-/-/986 /366 /-
T 1162 /-/-/745 /324 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
R Brg Width = 8.0 Min Req =1.8
T Brg Width = 8.0 Min Req =1.5
Bearings A, R, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 336 -490
B - C 309 -214
C - D 692 -895
D - E 818 -908
Chords Tens.Comp.
E - F 821 -1079
F - G 972 -1566
G - H 1015 -1739
H - I 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - S 379 -219
S - R 376 -220
P - N 28 -13
Q - O 0 -71
N - L 26 -65
Chords Tens.Comp.
O - M 0 0
L - K 720 -233
K - J 1242 -591
J - H 1478 -759
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - B 264 0
B - R 306 -508
R - Q 681-1276
P - Q 687-1215
P - C 705-1199
C - L 879 -288
N - O 6 -45
Webs Tens.Comp.
D - L 199 -291
D - K 338 -204
K - E 260 -130
K - F 391 -476
F - J 360 -61
J - G 207 -176
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.25 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.92 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.078J 999 360
VERT(CL): 0.145J 999 240
HORZ(LL): 0.023J - -
HORZ(TL): 0.044J - -
Creep Factor: 2.0
Max TC CSI: 0.632
Max BC CSI: 0.707
Max Web CSI: 0.439
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T24
Ply: 1
Qty:1
Wgt: 231.0 lbs
SEQN: 259867 / T69 / COMN
FROM:DRW:
.../...02/05/2021
11'4"27'10"
6'0"7
6'0"7
11'6"13
5'6"6
18'10"8
7'3"11
24'3"8
5'5"
29'3"
4'11"8
34'2"15
4'11"15
39'2"
4'11"1
5'10"11
5'10"11
11'7"4
5'8"9
12'2"12
7"8
12'8"
5"4
18'10"8
6'2"8
24'1"12
5'3"4
31'7"11
7'5"15
39'2"
7'6"5 2'
6"6 2'1'9'11"1010'
12'
A
B
C
D E
F
G
H
IJKL
MN
O
P
Q RS
T
6
12
3X5(B2)
1.5X4 6X6
3X3
3X3
5X5
1.5X4
1.5X4
5X8
5X8
5X5
5X5
3X5(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 522 /-/-/248 /164 /314
S 1555 /-/-/979 /359 /-
U 1161 /-/-/745 /321 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
S Brg Width = 8.0 Min Req =1.8
U Brg Width = 8.0 Min Req =1.5
Bearings B, S, & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 54 0
B - C 302 -458
C - D 315 -215
D - E 689 -894
E - F 816 -907
Chords Tens.Comp.
F - G 819 -1078
G - H 970 -1565
H - I 1013 -1739
I - J 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - T 344 -186
T - S 341 -187
Q - O 32 -16
R - P 0 -72
O - M 31 -67
Chords Tens.Comp.
P - N 0 0
M - L 719 -230
L - K 1241 -589
K - I 1477 -757
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - C 261 0
C - S 269 -472
S - R 688-1285
Q - R 693-1221
Q - D 712-1207
D - M 880 -290
O - P 8 -45
Webs Tens.Comp.
E - M 200 -292
E - L 340 -206
L - F 260 -129
L - G 391 -476
G - K 360 -62
K - H 207 -176
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.92 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.078K 999 360
VERT(CL): 0.145K 999 240
HORZ(LL): 0.021K - -
HORZ(TL): 0.042K - -
Creep Factor: 2.0
Max TC CSI: 0.632
Max BC CSI: 0.706
Max Web CSI: 0.439
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T24A
Ply: 1
Qty:4
Wgt: 233.8 lbs
SEQN: 259873 / T40 / COMN
FROM:DRW:
.../...02/05/2021
11'4"27'10"
6'0"7
6'0"7
11'6"13
5'6"6
18'10"8
7'3"11
24'3"8
5'5"
29'3"
4'11"8
34'2"15
4'11"15
39'2"
4'11"1
5'10"11
5'10"11
11'7"4
5'8"9
12'2"12
7"8
12'8"
5"4
18'10"8
6'2"8
24'1"12
5'3"4
31'7"11
7'5"15
39'2"
7'6"52'2'
6"6 2'1'9'11"1010'9"310'
12'
A
B
C
D
E F
G
H
I
JKLM
NO
P
Q
R ST
U
6
12
3X5(B2)
1.5X4 6X6
3X3
3X3
5X5
1.5X4
1.5X4
5X8
5X8
5X6
5X5
3X5(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 522 /-/-/248 /164 /314
S 1555 /-/-/979 /359 /-
U 1161 /-/-/745 /321 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
S Brg Width = 8.0 Min Req =1.8
U Brg Width = 8.0 Min Req =1.5
Bearings B, S, & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 54 0
B - C 302 -458
C - D 315 -215
D - E 689 -894
E - F 816 -907
Chords Tens.Comp.
F - G 819 -1078
G - H 970 -1565
H - I 1013 -1739
I - J 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - T 344 -186
T - S 341 -187
Q - O 32 -16
R - P 0 -72
O - M 31 -67
Chords Tens.Comp.
P - N 0 0
M - L 719 -230
L - K 1241 -589
K - I 1477 -757
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - C 261 0
C - S 269 -472
S - R 688-1285
Q - R 693-1221
Q - D 712-1207
D - M 880 -290
O - P 8 -45
Webs Tens.Comp.
E - M 200 -292
E - L 340 -206
L - F 260 -129
L - G 391 -476
G - K 360 -62
K - H 207 -176
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.92 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.078K 999 360
VERT(CL): 0.145K 999 240
HORZ(LL): 0.021K - -
HORZ(TL): 0.042K - -
Creep Factor: 2.0
Max TC CSI: 0.632
Max BC CSI: 0.706
Max Web CSI: 0.439
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T24A
Ply: 1
Qty:4
Wgt: 233.8 lbs
SEQN: 259873 / T40 / COMN
FROM:DRW:
.../...02/05/2021
11'4"27'10"
6'0"7
6'0"7
11'6"13
5'6"6
18'10"8
7'3"11
24'3"8
5'5"
29'3"
4'11"8
34'2"15
4'11"15
39'2"
4'11"1
5'10"11
5'10"11
11'7"4
5'8"9
12'2"12
7"8
12'8"
5"4
18'10"8
6'2"8
24'1"12
5'3"4
31'7"11
7'5"15
39'2"
7'6"52'2'
6"6 2'1'9'11"1010'9"310'
12'
A
B
C
D
E F
G
H
I
JKLM
NO
P
Q
R ST
U
6
12
3X5(B2)
1.5X4 6X6
3X3
3X3
5X5
1.5X4
1.5X4
5X8
5X8
5X6
5X5
3X5(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/279 /126 /274
S 1473 /-/-/892 /378 /-
I 944 /-/-/530 /240 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
S Brg Width = 8.0 Min Req =1.7
I Brg Width = 4.0 Min Req =1.5
Bearings B, S, & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 154 -469
C - D 238 -159
D - E 562 -850
Chords Tens.Comp.
E - F 664 -769
F - G 647 -931
G - H 608 -1061
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - T 353 -204
T - S 350 -205
Q - O 18 -2
R - P 0 -65
O - M 6 -47
Chords Tens.Comp.
P - N 0 0
M - L 679 -278
L - K 897 -463
K - J 156 -105
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - C 259 0
C - S 269 -468
S - R 699-1203
Q - R 712-1155
Q - D 726-1134
D - M 799 -316
O - P 0 -37
E - M 210 -167
Webs Tens.Comp.
E - L 168 -140
L - F 181 -41
L - G 197 -182
G - K 188 -158
K - H 785 -376
I - J 90 0
H - I 794 -1143
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.59 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032N 999 360
VERT(CL): 0.092N 999 240
HORZ(LL): 0.007J - -
HORZ(TL): 0.015J - -
Creep Factor: 2.0
Max TC CSI: 0.507
Max BC CSI: 0.436
Max Web CSI: 0.398
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T25
Ply: 1
Qty:4
Wgt: 229.6 lbs
SEQN: 259877 / T43 / SPEC
FROM:DRW:
.../...02/05/2021
11'4"24'7"
6'0"7
6'0"7
11'6"13
5'6"6
18'10"8
7'3"11
24'3"8
5'5"
29'8"
5'4"8
35'5"8
5'9"8
35'11"
5"8
5'10"11
5'10"11
11'7"4
5'8"9
12'2"12
7"8
12'8"
5"4
18'10"8
6'2"8
24'1"12
5'3"4
29'11"8
5'9"12
35'5"8
5'6"
35'11"
5"82'
1'
6"6 3'1'1"14
1'2'9'11"1010'9"310'
13'
A
B
C
D
E F
G
H
I
JKLM
NO
P
Q
RST
6
12
3X4(B1)
3X4
6X6
3X3
3X3
5X5
5X8
3X4 5X8
5X5
3X4
3X4
4X7
2X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/279 /126 /274
S 1473 /-/-/892 /378 /-
I 944 /-/-/530 /240 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
S Brg Width = 8.0 Min Req =1.7
I Brg Width = 4.0 Min Req =1.5
Bearings B, S, & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 154 -469
C - D 238 -159
D - E 562 -850
Chords Tens.Comp.
E - F 664 -769
F - G 647 -931
G - H 608 -1061
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - T 353 -204
T - S 350 -205
Q - O 18 -2
R - P 0 -65
O - M 6 -47
Chords Tens.Comp.
P - N 0 0
M - L 679 -278
L - K 897 -463
K - J 156 -105
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - C 259 0
C - S 269 -468
S - R 699-1203
Q - R 712-1155
Q - D 726-1134
D - M 799 -316
O - P 0 -37
E - M 210 -167
Webs Tens.Comp.
E - L 168 -140
L - F 181 -41
L - G 197 -182
G - K 188 -158
K - H 785 -376
I - J 90 0
H - I 794 -1143
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.59 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032N 999 360
VERT(CL): 0.092N 999 240
HORZ(LL): 0.007J - -
HORZ(TL): 0.015J - -
Creep Factor: 2.0
Max TC CSI: 0.507
Max BC CSI: 0.436
Max Web CSI: 0.398
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T25
Ply: 1
Qty:4
Wgt: 229.6 lbs
SEQN: 259877 / T43 / SPEC
FROM:DRW:
.../...02/05/2021
11'4"24'7"
6'0"7
6'0"7
11'6"13
5'6"6
18'10"8
7'3"11
24'3"8
5'5"
29'8"
5'4"8
35'5"8
5'9"8
35'11"
5"8
5'10"11
5'10"11
11'7"4
5'8"9
12'2"12
7"8
12'8"
5"4
18'10"8
6'2"8
24'1"12
5'3"4
29'11"8
5'9"12
35'5"8
5'6"
35'11"
5"82'
1'
6"6 3'1'1"14
1'2'9'11"1010'9"310'
13'
A
B
C
D
E F
G
H
I
JKLM
NO
P
Q
RST
6
12
3X4(B1)
3X4
6X6
3X3
3X3
5X5
5X8
3X4 5X8
5X5
3X4
3X4
4X7
2X5
PDF created with pdfFactory Pro trial version www.pdffactory.com
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x6 SP #2;
Webs: 2x4 SP #2; W6 2x8 SP SS Dense;
Rt Bearing Leg: 2x6 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 11.47
TC: From 28 plf at 11.47 to 28 plf at 23.06
TC: From 56 plf at 23.06 to 56 plf at 25.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 11.60
BC: From 10 plf at 11.60 to 10 plf at 24.87
BC: 627 lb Conc. Load at 13.06
BC: 625 lb Conc. Load at 15.06,17.06,19.06,21.06
23.06Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.031K 999 360
VERT(CL): 0.056K 999 240
HORZ(LL): 0.007E - -
HORZ(TL): 0.014E - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.398
Max BC CSI: 0.930
Max Web CSI: 0.933
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T26
Ply: 1
Qty:1
Wgt: 211.4 lbs
SEQN: 259908 / T54 / SPEC
FROM:DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 461 /-/-/-/138 /-
M 2800 /-/-/-/940 /-
H 2081 /-/-/-/762 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =3.3
H Brg Width = 4.0 Min Req =1.5
Bearings B, M, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 69 -334
C - D 283 -111
Chords Tens.Comp.
D - E 445 -1235
E - F 344 -948
F - G 344 -948
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 280 -28
N - M 273 -30
L - K 39 -120
Chords Tens.Comp.
K - J 1073 -379
J - I 64 -24
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 257 0
C - M 115 -487
M - L 902-2514
L - D 731-1944
D - K 1596 -569
E - K 699 -200
Webs Tens.Comp.
E - J 77 -272
F - J 70 -139
J - G 1873 -677
H - I 321 -107
G - H 1081 -2152
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
11'4"14'
6'0"7
6'0"7
11'7"
5'6"10
16'10"8
5'3"8
20'9"12
3'11"4
24'10"8
4'0"12
25'4"
5"8
5'10"11
5'10"11
11'7"4
5'8"9
16'10"8
5'3"4
20'9"12
3'11"4
24'10"8
4'0"12
25'4"
5"82'1'6"6 2'6'11"101'8'11"109'9"3(a)
10'
12'
A
B
C
D
E F G
H
IJK
LMN
6
12
3X4(B1)
1.5X4
3X4
6X6
4X4
6X6
4X7
7X6
1.5X4
5X10
6X8
2X5
3X8
2X4
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x6 SP #2;
Webs: 2x4 SP #2; W6 2x8 SP SS Dense;
Rt Bearing Leg: 2x6 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 11.47
TC: From 28 plf at 11.47 to 28 plf at 23.06
TC: From 56 plf at 23.06 to 56 plf at 25.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 11.60
BC: From 10 plf at 11.60 to 10 plf at 24.87
BC: 627 lb Conc. Load at 13.06
BC: 625 lb Conc. Load at 15.06,17.06,19.06,21.06
23.06Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.031K 999 360
VERT(CL): 0.056K 999 240
HORZ(LL): 0.007E - -
HORZ(TL): 0.014E - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.398
Max BC CSI: 0.930
Max Web CSI: 0.933
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T26
Ply: 1
Qty:1
Wgt: 211.4 lbs
SEQN: 259908 / T54 / SPEC
FROM:DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 461 /-/-/-/138 /-
M 2800 /-/-/-/940 /-
H 2081 /-/-/-/762 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =3.3
H Brg Width = 4.0 Min Req =1.5
Bearings B, M, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 69 -334
C - D 283 -111
Chords Tens.Comp.
D - E 445 -1235
E - F 344 -948
F - G 344 -948
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 280 -28
N - M 273 -30
L - K 39 -120
Chords Tens.Comp.
K - J 1073 -379
J - I 64 -24
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - C 257 0
C - M 115 -487
M - L 902-2514
L - D 731-1944
D - K 1596 -569
E - K 699 -200
Webs Tens.Comp.
E - J 77 -272
F - J 70 -139
J - G 1873 -677
H - I 321 -107
G - H 1081 -2152
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
11'4"14'
6'0"7
6'0"7
11'7"
5'6"10
16'10"8
5'3"8
20'9"12
3'11"4
24'10"8
4'0"12
25'4"
5"8
5'10"11
5'10"11
11'7"4
5'8"9
16'10"8
5'3"4
20'9"12
3'11"4
24'10"8
4'0"12
25'4"
5"82'1'6"6 2'6'11"101'8'11"109'9"3(a)
10'
12'
A
B
C
D
E F G
H
IJK
LMN
6
12
3X4(B1)
1.5X4
3X4
6X6
4X4
6X6
4X7
7X6
1.5X4
5X10
6X8
2X5
3X8
2X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.00
TC: From 28 plf at 7.00 to 28 plf at 16.67
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 16.67
TC: 259 lb Conc. Load at 7.03
TC: 154 lb Conc. Load at 9.06,11.06,13.06
TC: 168 lb Conc. Load at 15.06
BC: 573 lb Conc. Load at 7.03
BC: 123 lb Conc. Load at 9.06,11.06,13.06
BC: 129 lb Conc. Load at 15.06
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1454 /-/-/-/437 /-
O 1528 /-/-/-/455 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 231 -816
C - D 469-1632
Chords Tens.Comp.
D - E 227 -695
E - F 225 -683
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 606 -169
C - M 1312 -377
N - L 0 0
M - K 1461 -416
Chords Tens.Comp.
K - H 1493 -418
J - I 0 0
I - G 6 -8
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 271 -956
N - M 821 -219
D - K 564 -47
D - H 203 -843
E - H 208 -348
Webs Tens.Comp.
H - I 54 0
H - F 1045 -344
H - G 9 -7
F - G 228 -737
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.215L 926 360
VERT(CL): 0.396L 502 240
HORZ(LL): 0.100G - -
HORZ(TL): 0.184G - -
Creep Factor: 2.0
Max TC CSI: 0.624
Max BC CSI: 0.685
Max Web CSI: 0.401
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T27
Ply: 2
Qty:1
Wgt: 201.6 lbs
SEQN: 259880 / T59 / HIPM
FROM:DRW:
.../...02/05/2021
16'8"
7'
7'
14'5"4
7'5"4
16'8"
2'2"12
1'8"4
1'8"4
2'2"12
6"8
2'8"
5"4
7'1"12
4'5"12
14'3"8
7'1"12
16'8"
2'4"82'
6"6 4'0"61'4'9"1510'
A
B
C
D E F
G
HIJK
LMN
O
6
12
3X4(B1)
3X10
3X4
1.5X6
4X7
2X4
6X8
3X5
5X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.00
TC: From 28 plf at 7.00 to 28 plf at 16.67
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 16.67
TC: 259 lb Conc. Load at 7.03
TC: 154 lb Conc. Load at 9.06,11.06,13.06
TC: 168 lb Conc. Load at 15.06
BC: 573 lb Conc. Load at 7.03
BC: 123 lb Conc. Load at 9.06,11.06,13.06
BC: 129 lb Conc. Load at 15.06
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1454 /-/-/-/437 /-
O 1528 /-/-/-/455 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 231 -816
C - D 469-1632
Chords Tens.Comp.
D - E 227 -695
E - F 225 -683
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 606 -169
C - M 1312 -377
N - L 0 0
M - K 1461 -416
Chords Tens.Comp.
K - H 1493 -418
J - I 0 0
I - G 6 -8
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 271 -956
N - M 821 -219
D - K 564 -47
D - H 203 -843
E - H 208 -348
Webs Tens.Comp.
H - I 54 0
H - F 1045 -344
H - G 9 -7
F - G 228 -737
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.215L 926 360
VERT(CL): 0.396L 502 240
HORZ(LL): 0.100G - -
HORZ(TL): 0.184G - -
Creep Factor: 2.0
Max TC CSI: 0.624
Max BC CSI: 0.685
Max Web CSI: 0.401
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T27
Ply: 2
Qty:1
Wgt: 201.6 lbs
SEQN: 259880 / T59 / HIPM
FROM:DRW:
.../...02/05/2021
16'8"
7'
7'
14'5"4
7'5"4
16'8"
2'2"12
1'8"4
1'8"4
2'2"12
6"8
2'8"
5"4
7'1"12
4'5"12
14'3"8
7'1"12
16'8"
2'4"82'
6"6 4'0"61'4'9"1510'
A
B
C
D E F
G
HIJK
LMN
O
6
12
3X4(B1)
3X10
3X4
1.5X6
4X7
2X4
6X8
3X5
5X5
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 766 /-/-/486 /186 /194
O 619 /-/-/325 /186 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 458 -729
C - D 706 -974
Chords Tens.Comp.
D - E 347 -346
E - F 345 -343
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 526 -612
C - M 679 -626
N - L 0 0
M - K 813 -772
Chords Tens.Comp.
K - H 823 -774
J - I 0 0
I - G 17 -19
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 974 -825
N - M 723 -806
D - K 374 -44
D - H 511 -571
E - H 338 -197
Webs Tens.Comp.
H - I 65 0
H - F 648 -652
H - G 22 -19
F - G 600 -589
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.286L 696 360
VERT(CL): 0.528L 376 240
HORZ(LL): 0.119G - -
HORZ(TL): 0.220G - -
Creep Factor: 2.0
Max TC CSI: 0.559
Max BC CSI: 0.536
Max Web CSI: 0.406
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T28
Ply: 1
Qty:1
Wgt: 103.6 lbs
SEQN: 259883 / T9 / HIPM
FROM:DRW:
.../...02/05/2021
16'8"
9'
9'
14'5"4
5'5"4
16'8"
2'2"12
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
9'1"12
6'5"12
14'3"8
5'1"12
16'8"
2'4"82'
6"6 5'0"61'5'9"1510'
A
B
C
D E F
G
HIJK
LMN
O
6
12
3X4(B1)
3X8
3X4
1.5X6
5X8
5X8
3X3
6X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 766 /-/-/486 /186 /194
O 619 /-/-/325 /186 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 8.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 458 -729
C - D 706 -974
Chords Tens.Comp.
D - E 347 -346
E - F 345 -343
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 526 -612
C - M 679 -626
N - L 0 0
M - K 813 -772
Chords Tens.Comp.
K - H 823 -774
J - I 0 0
I - G 17 -19
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 974 -825
N - M 723 -806
D - K 374 -44
D - H 511 -571
E - H 338 -197
Webs Tens.Comp.
H - I 65 0
H - F 648 -652
H - G 22 -19
F - G 600 -589
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.286L 696 360
VERT(CL): 0.528L 376 240
HORZ(LL): 0.119G - -
HORZ(TL): 0.220G - -
Creep Factor: 2.0
Max TC CSI: 0.559
Max BC CSI: 0.536
Max Web CSI: 0.406
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T28
Ply: 1
Qty:1
Wgt: 103.6 lbs
SEQN: 259883 / T9 / HIPM
FROM:DRW:
.../...02/05/2021
16'8"
9'
9'
14'5"4
5'5"4
16'8"
2'2"12
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
9'1"12
6'5"12
14'3"8
5'1"12
16'8"
2'4"82'
6"6 5'0"61'5'9"1510'
A
B
C
D E F
G
HIJK
LMN
O
6
12
3X4(B1)
3X8
3X4
1.5X6
5X8
5X8
3X3
6X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 766 /-/-/493 /174 /230
P 619 /-/-/346 /196 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
P Brg Width = 8.0 Min Req =1.5
Bearings B & P are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 210 -524
C - D 670-1049
Chords Tens.Comp.
D - E 453 -681
E - F 456 -551
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 287 -397
C - N 851 -738
O - M 0 0
N - L 929 -833
Chords Tens.Comp.
L - I 1 -2
K - J 0 0
J - G 7 -3
I - H 4 -9
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 632 -441
O - N 405 -522
D - L 433 -449
E - L 187 -1
Webs Tens.Comp.
L - F 729 -603
I - J 66 0
H - F 593 -611
H - G 573 -600
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.271M 734 360
VERT(CL): 0.484M 410 240
HORZ(LL): 0.108G - -
HORZ(TL): 0.200G - -
Creep Factor: 2.0
Max TC CSI: 0.618
Max BC CSI: 0.503
Max Web CSI: 0.522
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T29
Ply: 1
Qty:1
Wgt: 102.2 lbs
SEQN: 259886 / T53 / HIPM
FROM:DRW:
.../...02/05/2021
16'8"
6'10"2
6'10"2
11'
4'1"14
16'8"
5'8"
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
11'1"12
8'5"12
14'5"4
3'3"8
16'4"8
1'11"4
16'8"
3"8
2'
6"6 6'0"61'6'9"1510'
A
B
C
D
E F
GHIJKL
MNO P
6
12
3X4(B1)
3X8
4X4
4X5
3X8
3X3
3X3
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 766 /-/-/493 /174 /230
P 619 /-/-/346 /196 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
P Brg Width = 8.0 Min Req =1.5
Bearings B & P are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 210 -524
C - D 670-1049
Chords Tens.Comp.
D - E 453 -681
E - F 456 -551
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 287 -397
C - N 851 -738
O - M 0 0
N - L 929 -833
Chords Tens.Comp.
L - I 1 -2
K - J 0 0
J - G 7 -3
I - H 4 -9
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 632 -441
O - N 405 -522
D - L 433 -449
E - L 187 -1
Webs Tens.Comp.
L - F 729 -603
I - J 66 0
H - F 593 -611
H - G 573 -600
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.271M 734 360
VERT(CL): 0.484M 410 240
HORZ(LL): 0.108G - -
HORZ(TL): 0.200G - -
Creep Factor: 2.0
Max TC CSI: 0.618
Max BC CSI: 0.503
Max Web CSI: 0.522
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T29
Ply: 1
Qty:1
Wgt: 102.2 lbs
SEQN: 259886 / T53 / HIPM
FROM:DRW:
.../...02/05/2021
16'8"
6'10"2
6'10"2
11'
4'1"14
16'8"
5'8"
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
11'1"12
8'5"12
14'5"4
3'3"8
16'4"8
1'11"4
16'8"
3"8
2'
6"6 6'0"61'6'9"1510'
A
B
C
D
E F
GHIJKL
MNO P
6
12
3X4(B1)
3X8
4X4
4X5
3X8
3X3
3X3
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 774 /-/-/501 /163 /266
G 627 /-/-/374 /210 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 277 -767
C - D 594-1145
Chords Tens.Comp.
D - E 241 -444
E - F 269 -323
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - R 568 -557
C - Q 839 -667
R - P 0 0
Q - O 981 -799
O - N 973 -797
N - K 0 0
Chords Tens.Comp.
M - L 0 0
K - I 1 -3
L - J 3 -1
I - G 0 0
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 888 -896
R - Q 777 -732
O - D 370 -89
D - N 605 -750
E - N 194 -77
Webs Tens.Comp.
N - F 593 -492
K - L 46 0
I - J 46 0
F - G 546 -587
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.239P 841 360
VERT(CL): 0.436P 462 240
HORZ(LL): 0.101I - -
HORZ(TL): 0.187I - -
Creep Factor: 2.0
Max TC CSI: 0.843
Max BC CSI: 0.563
Max Web CSI: 0.503
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T30
Ply: 1
Qty:1
Wgt: 112.0 lbs
SEQN: 259889 / T48 / HIPM
FROM:DRW:
.../...02/05/2021
16'10"8
7'10"
7'10"
13'
5'2"
16'10"8
3'10"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
7'8"4
5'0"4
13'1"12
5'5"8
14'5"4
1'3"8
15'10"4
1'5"
16'10"8
1'0"4
2'
6"6 1'6'0"67'0"67'9"1510'
11'
A
B
C
D
E F
GHI
J
KLMNO
PQR
6
12
3X4(B1)
3X8
3X4
1.5X6
3X4
4X4
3X8
3X3
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 774 /-/-/501 /163 /266
G 627 /-/-/374 /210 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 277 -767
C - D 594-1145
Chords Tens.Comp.
D - E 241 -444
E - F 269 -323
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - R 568 -557
C - Q 839 -667
R - P 0 0
Q - O 981 -799
O - N 973 -797
N - K 0 0
Chords Tens.Comp.
M - L 0 0
K - I 1 -3
L - J 3 -1
I - G 0 0
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 888 -896
R - Q 777 -732
O - D 370 -89
D - N 605 -750
E - N 194 -77
Webs Tens.Comp.
N - F 593 -492
K - L 46 0
I - J 46 0
F - G 546 -587
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.239P 841 360
VERT(CL): 0.436P 462 240
HORZ(LL): 0.101I - -
HORZ(TL): 0.187I - -
Creep Factor: 2.0
Max TC CSI: 0.843
Max BC CSI: 0.563
Max Web CSI: 0.503
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T30
Ply: 1
Qty:1
Wgt: 112.0 lbs
SEQN: 259889 / T48 / HIPM
FROM:DRW:
.../...02/05/2021
16'10"8
7'10"
7'10"
13'
5'2"
16'10"8
3'10"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
7'8"4
5'0"4
13'1"12
5'5"8
14'5"4
1'3"8
15'10"4
1'5"
16'10"8
1'0"4
2'
6"6 1'6'0"67'0"67'9"1510'
11'
A
B
C
D
E F
GHI
J
KLMNO
PQR
6
12
3X4(B1)
3X8
3X4
1.5X6
3X4
4X4
3X8
3X3
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 772 /-/-/500 /147 /302
G 625 /-/-/403 /224 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 180 -719
C - D 464-1073
Chords Tens.Comp.
D - E 58 -274
E - F 123 -155
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - R 511 -524
C - Q 784 -611
R - P 0 0
Q - O 913 -737
O - L 907 -736
N - M 0 0
Chords Tens.Comp.
M - J 1 -4
L - K 905 -732
K - I 4 -1
I - G 0 0
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 833 -801
R - Q 704 -692
O - D 392 -59
D - K 682 -840
L - M 46 0
Webs Tens.Comp.
E - K 272 -220
K - F 621 -490
I - J 46 0
F - G 484 -603
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.244P 826 360
VERT(CL): 0.445P 452 240
HORZ(LL): 0.105I - -
HORZ(TL): 0.194I - -
Creep Factor: 2.0
Max TC CSI: 0.595
Max BC CSI: 0.523
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T31
Ply: 1
Qty:1
Wgt: 119.0 lbs
SEQN: 259892 / T52 / HIPM
FROM:DRW:
.../...02/05/2021
16'10"8
8'5"5
8'5"5
15'
6'6"11
16'10"8
1'10"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
8'4"
5'8"
14'5"4
6'1"4
15'1"12
8"8
15'10"4
8"8
16'10"8
1'0"4
2'
6"6 1'7'0"68'0"68'9"1510'
11'
A
B
C
D
E F
GHI
J
KLMNO
PQR
6
12
3X4(B1)
3X8
3X4
1.5X6
5X5
4X4
3X8
3X3
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 772 /-/-/500 /147 /302
G 625 /-/-/403 /224 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 180 -719
C - D 464-1073
Chords Tens.Comp.
D - E 58 -274
E - F 123 -155
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - R 511 -524
C - Q 784 -611
R - P 0 0
Q - O 913 -737
O - L 907 -736
N - M 0 0
Chords Tens.Comp.
M - J 1 -4
L - K 905 -732
K - I 4 -1
I - G 0 0
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 833 -801
R - Q 704 -692
O - D 392 -59
D - K 682 -840
L - M 46 0
Webs Tens.Comp.
E - K 272 -220
K - F 621 -490
I - J 46 0
F - G 484 -603
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.244P 826 360
VERT(CL): 0.445P 452 240
HORZ(LL): 0.105I - -
HORZ(TL): 0.194I - -
Creep Factor: 2.0
Max TC CSI: 0.595
Max BC CSI: 0.523
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T31
Ply: 1
Qty:1
Wgt: 119.0 lbs
SEQN: 259892 / T52 / HIPM
FROM:DRW:
.../...02/05/2021
16'10"8
8'5"5
8'5"5
15'
6'6"11
16'10"8
1'10"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
8'4"
5'8"
14'5"4
6'1"4
15'1"12
8"8
15'10"4
8"8
16'10"8
1'0"4
2'
6"6 1'7'0"68'0"68'9"1510'
11'
A
B
C
D
E F
GHI
J
KLMNO
PQR
6
12
3X4(B1)
3X8
3X4
1.5X6
5X5
4X4
3X8
3X3
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 772 /-/-/496 /130 /336
F 625 /-/-/434 /238 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 144 -728
Chords Tens.Comp.
C - D 335 -987
D - E 75 -119
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - P 522 -557
C - O 695 -530
P - N 0 0
O - M 827 -664
M - J 821 -663
Chords Tens.Comp.
L - K 0 0
K - I 7 0
J - H 819 -666
I - G 0 0
H - F 821 -663
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 885 -819
P - O 718 -736
M - D 439 -26
D - F 752 -931
Webs Tens.Comp.
J - K 45 0
H - I 46 0
E - F 185 -168
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.296N 681 360
VERT(CL): 0.520N 387 240
HORZ(LL): 0.121H - -
HORZ(TL): 0.223H - -
Creep Factor: 2.0
Max TC CSI: 0.617
Max BC CSI: 0.536
Max Web CSI: 0.572
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T32
Ply: 1
Qty:4
Wgt: 113.4 lbs
SEQN: 259895 / T7 / MONO
FROM:DRW:
.../...02/05/2021
16'10"8
9'6"1
9'6"1
16'10"8
7'4"7
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
9'4"9
6'8"9
14'5"4
5'0"11
15'10"4
1'5"
16'10"8
1'0"4
2'
6"6 1'7'11"108'11"109'9"3(WB1)
10'
11'
A
B
C
D
E
FGH
I
JKLM
NOP
6
12
3X4(B1)
3X8
3X4
1.5X6
6X6
6X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
WB: Web-Blocks are 2x4 of grade: WB1 = SP #2, and
fastened to web with 3X3 or larger plates. See DRWG
BRWEBLOK1014 for further details.
Plating Notes
All plates are 1.5X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 772 /-/-/496 /130 /336
F 625 /-/-/434 /238 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 144 -728
Chords Tens.Comp.
C - D 335 -987
D - E 75 -119
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - P 522 -557
C - O 695 -530
P - N 0 0
O - M 827 -664
M - J 821 -663
Chords Tens.Comp.
L - K 0 0
K - I 7 0
J - H 819 -666
I - G 0 0
H - F 821 -663
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 885 -819
P - O 718 -736
M - D 439 -26
D - F 752 -931
Webs Tens.Comp.
J - K 45 0
H - I 46 0
E - F 185 -168
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.296N 681 360
VERT(CL): 0.520N 387 240
HORZ(LL): 0.121H - -
HORZ(TL): 0.223H - -
Creep Factor: 2.0
Max TC CSI: 0.617
Max BC CSI: 0.536
Max Web CSI: 0.572
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T32
Ply: 1
Qty:4
Wgt: 113.4 lbs
SEQN: 259895 / T7 / MONO
FROM:DRW:
.../...02/05/2021
16'10"8
9'6"1
9'6"1
16'10"8
7'4"7
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
9'4"9
6'8"9
14'5"4
5'0"11
15'10"4
1'5"
16'10"8
1'0"4
2'
6"6 1'7'11"108'11"109'9"3(WB1)
10'
11'
A
B
C
D
E
FGH
I
JKLM
NOP
6
12
3X4(B1)
3X8
3X4
1.5X6
6X6
6X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 774 /-/-/496 /130 /336
M 627 /-/-/434 /238 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 6.5 Min Req =1.5
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 274 -935
C - D 207 -735
Chords Tens.Comp.
D - E 0 -197
E - F 130 -170
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 770 -664
L - K 469 -378
K - J 9 -2
Chords Tens.Comp.
I - G 1 -3
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 316 -248
L - D 346 -171
D - K 171 -124
D - I 328 -418
K - I 498 -403
Webs Tens.Comp.
E - I 286 -228
I - J 109 0
I - F 715 -604
F - G 496 -611
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.029C 999 360
VERT(CL): 0.053C 999 240
HORZ(LL):-0.011F - -
HORZ(TL): 0.021F - -
Creep Factor: 2.0
Max TC CSI: 0.391
Max BC CSI: 0.520
Max Web CSI: 0.473
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T33
Ply: 1
Qty:1
Wgt: 131.6 lbs
SEQN: 259899 / T46 / MONO
FROM:DRW:
.../...02/05/2021
16'10"8
5'5"6
5'5"6
10'8"4
5'2"14
15'10"4
5'2"
16'10"8
1'0"4
8'1"1
8'1"1
10'10"7
2'9"6
16'3"8
5'5"1
16'10"8
7"
2'
6"6 2'6'11"108'11"109'9"310'
12'
A
B
C
D
E
F
G
H
I
JKL
M
6
12
3X4(B1)
1.5X4
3X4
5X8
3X4
1.5X4
5X8
1.5X4
3X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 774 /-/-/496 /130 /336
M 627 /-/-/434 /238 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 6.5 Min Req =1.5
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 274 -935
C - D 207 -735
Chords Tens.Comp.
D - E 0 -197
E - F 130 -170
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 770 -664
L - K 469 -378
K - J 9 -2
Chords Tens.Comp.
I - G 1 -3
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 316 -248
L - D 346 -171
D - K 171 -124
D - I 328 -418
K - I 498 -403
Webs Tens.Comp.
E - I 286 -228
I - J 109 0
I - F 715 -604
F - G 496 -611
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.029C 999 360
VERT(CL): 0.053C 999 240
HORZ(LL):-0.011F - -
HORZ(TL): 0.021F - -
Creep Factor: 2.0
Max TC CSI: 0.391
Max BC CSI: 0.520
Max Web CSI: 0.473
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T33
Ply: 1
Qty:1
Wgt: 131.6 lbs
SEQN: 259899 / T46 / MONO
FROM:DRW:
.../...02/05/2021
16'10"8
5'5"6
5'5"6
10'8"4
5'2"14
15'10"4
5'2"
16'10"8
1'0"4
8'1"1
8'1"1
10'10"7
2'9"6
16'3"8
5'5"1
16'10"8
7"
2'
6"6 2'6'11"108'11"109'9"310'
12'
A
B
C
D
E
F
G
H
I
JKL
M
6
12
3X4(B1)
1.5X4
3X4
5X8
3X4
1.5X4
5X8
1.5X4
3X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.33
BC: From 70 plf at 10.33 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 844 /-/-/504 /232 /321
M 822 /-/-/421 /241 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 4.0 Min Req =1.5
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 326-1151
C - D 155 -672
Chords Tens.Comp.
D - E 102 -93
E - F 19 -27
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 963 -685
K - J 958 -683
Chords Tens.Comp.
J - I 521 -319
I - H 116 -87
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 267 -61
C - J 435 -500
J - D 238 0
D - L 292 -534
L - I 349 -455
L - G 282 -521
Webs Tens.Comp.
I - G 1469 -834
E - G 188 -2
G - M 326 -529
M - H 326 -529
F - G 451 -240
F - M 854 -1225
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.399J 512 360
VERT(CL): 0.759J 269 240
HORZ(LL): 0.193I - -
HORZ(TL): 0.368I - -
Creep Factor: 2.0
Max TC CSI: 0.541
Max BC CSI: 0.931
Max Web CSI: 0.740
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T34
Ply: 1
Qty:1
Wgt: 134.4 lbs
SEQN: 259626 / T71 / SPEC
FROM:DRW:
.../...02/05/2021
4'11"105'3"21'2"
17'4"
5'3"1
5'3"1
10'0"7
4'9"7
16'0"8
6'0"1
16'10"8
10"
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
16'10"8
7'1"8
17'4"
5"8
2'2'6"6 6'6"1010'0"8 6'6"8 5"8'6"104'11"37'11"109'4"310'
12'
A
B
C
D
E F
G
HIJK
L
M
6
12
3X4(B1)
3X4
3X4
5X8
4X5
5X5 4X4
7X8
2X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.33
BC: From 70 plf at 10.33 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 844 /-/-/504 /232 /321
M 822 /-/-/421 /241 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 4.0 Min Req =1.5
Bearings B & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 326-1151
C - D 155 -672
Chords Tens.Comp.
D - E 102 -93
E - F 19 -27
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 963 -685
K - J 958 -683
Chords Tens.Comp.
J - I 521 -319
I - H 116 -87
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 267 -61
C - J 435 -500
J - D 238 0
D - L 292 -534
L - I 349 -455
L - G 282 -521
Webs Tens.Comp.
I - G 1469 -834
E - G 188 -2
G - M 326 -529
M - H 326 -529
F - G 451 -240
F - M 854 -1225
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.399J 512 360
VERT(CL): 0.759J 269 240
HORZ(LL): 0.193I - -
HORZ(TL): 0.368I - -
Creep Factor: 2.0
Max TC CSI: 0.541
Max BC CSI: 0.931
Max Web CSI: 0.740
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T34
Ply: 1
Qty:1
Wgt: 134.4 lbs
SEQN: 259626 / T71 / SPEC
FROM:DRW:
.../...02/05/2021
4'11"105'3"21'2"
17'4"
5'3"1
5'3"1
10'0"7
4'9"7
16'0"8
6'0"1
16'10"8
10"
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
16'10"8
7'1"8
17'4"
5"8
2'2'6"6 6'6"1010'0"8 6'6"8 5"8'6"104'11"37'11"109'4"310'
12'
A
B
C
D
E F
G
HIJK
L
M
6
12
3X4(B1)
3X4
3X4
5X8
4X5
5X5 4X4
7X8
2X5
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.33
BC: From 70 plf at 10.33 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 844 /-/-/506 /232 /285
N 822 /-/-/390 /227 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 4.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 386-1138
C - D 195 -709
Chords Tens.Comp.
D - E 244 -175
E - F 167 -98
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 954 -679
K - J 951 -679
Chords Tens.Comp.
J - I 537 -340
I - H 84 -61
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 234 -4
C - J 397 -464
J - D 266 -16
D - L 409 -659
E - L 401 -448
L - M 438 -691
M - I 695 -837
Webs Tens.Comp.
M - G 419 -668
I - G 1609 -971
G - N 180 -362
N - H 180 -362
F - G 824 -469
F - N 474 -662
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.266J 768 360
VERT(CL): 0.504J 405 240
HORZ(LL): 0.123I - -
HORZ(TL): 0.235I - -
Creep Factor: 2.0
Max TC CSI: 0.694
Max BC CSI: 0.852
Max Web CSI: 0.561
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T35
Ply: 1
Qty:1
Wgt: 127.4 lbs
SEQN: 259629 / T72 / SPEC
FROM:DRW:
.../...02/05/2021
4'11"105'3"21'2"
17'4"
5'3"1
5'3"1
10'0"7
4'9"7
14'0"8
4'0"1
16'10"8
2'10"
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
16'10"8
7'1"8
17'4"
5"8
2'2'6"6 5'6"1010'0"8 6'6"8 5"7'6"104'11"36'11"108'4"310'
12'
A
B
C
D
E F
G
HIJK
L M
N
6
12
3X4(B1)
3X4
3X4
5X8
SS0508
4X6
4X4
6X6
2X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W7 2x4 SP 2250f-1.9E;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.33
BC: From 70 plf at 10.33 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 844 /-/-/506 /232 /285
N 822 /-/-/390 /227 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
N Brg Width = 4.0 Min Req =1.5
Bearings B & N are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 386-1138
C - D 195 -709
Chords Tens.Comp.
D - E 244 -175
E - F 167 -98
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 954 -679
K - J 951 -679
Chords Tens.Comp.
J - I 537 -340
I - H 84 -61
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 234 -4
C - J 397 -464
J - D 266 -16
D - L 409 -659
E - L 401 -448
L - M 438 -691
M - I 695 -837
Webs Tens.Comp.
M - G 419 -668
I - G 1609 -971
G - N 180 -362
N - H 180 -362
F - G 824 -469
F - N 474 -662
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.266J 768 360
VERT(CL): 0.504J 405 240
HORZ(LL): 0.123I - -
HORZ(TL): 0.235I - -
Creep Factor: 2.0
Max TC CSI: 0.694
Max BC CSI: 0.852
Max Web CSI: 0.561
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T35
Ply: 1
Qty:1
Wgt: 127.4 lbs
SEQN: 259629 / T72 / SPEC
FROM:DRW:
.../...02/05/2021
4'11"105'3"21'2"
17'4"
5'3"1
5'3"1
10'0"7
4'9"7
14'0"8
4'0"1
16'10"8
2'10"
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
16'10"8
7'1"8
17'4"
5"8
2'2'6"6 5'6"1010'0"8 6'6"8 5"7'6"104'11"36'11"108'4"310'
12'
A
B
C
D
E F
G
HIJK
L M
N
6
12
3X4(B1)
3X4
3X4
5X8
SS0508
4X6
4X4
6X6
2X5
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.04
BC: From 70 plf at 10.04 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 870 /-/-/505 /232 /249
O 830 /-/-/364 /214 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 4.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 468-1197
C - D 263 -751
Chords Tens.Comp.
D - E 261 -489
E - F 551 -150
F - G 550 -167
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1005 -691
L - K 1001 -691
Chords Tens.Comp.
K - J 580 -339
J - I 121 -97
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 238 -13
C - K 414 -491
K - D 330 -8
E - M 404 -994
F - M 335 -375
M - N 398 -715
M - G 110 -413
Webs Tens.Comp.
N - J 549 -745
N - H 383 -695
J - H 1643 -846
H - O 196 -418
O - I 196 -418
G - H 755 -318
G - O 790 -1022
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.283D 720 360
VERT(CL): 0.540D 378 240
HORZ(LL): 0.135D - -
HORZ(TL): 0.256D - -
Creep Factor: 2.0
Max TC CSI: 0.449
Max BC CSI: 0.979
Max Web CSI: 0.417
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T36
Ply: 1
Qty:1
Wgt: 131.6 lbs
SEQN: 259617 / T73 / SPEC
FROM:DRW:
.../...02/05/2021
4'11"1017'4"
5'3"1
5'3"1
9'10"12
4'7"11
10'4"13
6"1
12'0"8
1'7"11
16'10"8
4'10"
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
16'10"8
7'1"8
17'4"
5"8
2'2'6"6 4'6"1010'0"8 6'6"8 5"6'6"104'11"35'11"105'3"27'4"310'
12'
A
B
C
D E
F G
H
IJKL
M N
O
6
12
3X4(B1)
3X4
3X4
4X4
3X4
4X6
4X7
6X6
2X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W8 2x4 SP 2250f-1.9E;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.04
BC: From 70 plf at 10.04 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 870 /-/-/505 /232 /249
O 830 /-/-/364 /214 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
O Brg Width = 4.0 Min Req =1.5
Bearings B & O are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 468-1197
C - D 263 -751
Chords Tens.Comp.
D - E 261 -489
E - F 551 -150
F - G 550 -167
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1005 -691
L - K 1001 -691
Chords Tens.Comp.
K - J 580 -339
J - I 121 -97
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 238 -13
C - K 414 -491
K - D 330 -8
E - M 404 -994
F - M 335 -375
M - N 398 -715
M - G 110 -413
Webs Tens.Comp.
N - J 549 -745
N - H 383 -695
J - H 1643 -846
H - O 196 -418
O - I 196 -418
G - H 755 -318
G - O 790 -1022
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.283D 720 360
VERT(CL): 0.540D 378 240
HORZ(LL): 0.135D - -
HORZ(TL): 0.256D - -
Creep Factor: 2.0
Max TC CSI: 0.449
Max BC CSI: 0.979
Max Web CSI: 0.417
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T36
Ply: 1
Qty:1
Wgt: 131.6 lbs
SEQN: 259617 / T73 / SPEC
FROM:DRW:
.../...02/05/2021
4'11"1017'4"
5'3"1
5'3"1
9'10"12
4'7"11
10'4"13
6"1
12'0"8
1'7"11
16'10"8
4'10"
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
16'10"8
7'1"8
17'4"
5"8
2'2'6"6 4'6"1010'0"8 6'6"8 5"6'6"104'11"35'11"105'3"27'4"310'
12'
A
B
C
D E
F G
H
IJKL
M N
O
6
12
3X4(B1)
3X4
3X4
4X4
3X4
4X6
4X7
6X6
2X5
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.04
BC: From 70 plf at 10.04 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 870 /-/-/499 /232 /212
G 830 /-/-/341 /203 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 581-1183
C - D 399 -781
Chords Tens.Comp.
D - E 418 -604
E - F 386 -569
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 995 -755
K - J 992 -755
Chords Tens.Comp.
J - I 601 -415
I - H 35 -27
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 220 0
C - J 397 -438
J - D 354 -38
E - I 1060-1152
Webs Tens.Comp.
I - F 1967 -1322
G - H 164 -359
F - G 767 -1151
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.225D 907 360
VERT(CL): 0.429D 476 240
HORZ(LL): 0.100E - -
HORZ(TL): 0.191E - -
Creep Factor: 2.0
Max TC CSI: 0.750
Max BC CSI: 0.824
Max Web CSI: 0.611
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T37
Ply: 1
Qty:1
Wgt: 110.6 lbs
SEQN: 259614 / T74 / SPEC
FROM:DRW:
.../...02/05/2021
17'4"
5'3"1
5'3"1
10'0"8
4'9"7
15'3"4
5'2"12
16'10"8
1'7"4
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
15'5"
5'8"
16'10"8
1'5"8
17'4"
5"8
2'2'6"6 3'6"105'6"106'4"310'
12'
A
B
C
D E F
G
HIJK
6
12
3X4(B1)
1.5X4
3X4
3X4
5X5 2X4
4X7
7X8
2X5
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 17.33
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.04
BC: From 70 plf at 10.04 to 70 plf at 15.12
BC: From 20 plf at 15.12 to 20 plf at 16.87
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 870 /-/-/499 /232 /212
G 830 /-/-/341 /203 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 581-1183
C - D 399 -781
Chords Tens.Comp.
D - E 418 -604
E - F 386 -569
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 995 -755
K - J 992 -755
Chords Tens.Comp.
J - I 601 -415
I - H 35 -27
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 220 0
C - J 397 -438
J - D 354 -38
E - I 1060-1152
Webs Tens.Comp.
I - F 1967 -1322
G - H 164 -359
F - G 767 -1151
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.225D 907 360
VERT(CL): 0.429D 476 240
HORZ(LL): 0.100E - -
HORZ(TL): 0.191E - -
Creep Factor: 2.0
Max TC CSI: 0.750
Max BC CSI: 0.824
Max Web CSI: 0.611
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T37
Ply: 1
Qty:1
Wgt: 110.6 lbs
SEQN: 259614 / T74 / SPEC
FROM:DRW:
.../...02/05/2021
17'4"
5'3"1
5'3"1
10'0"8
4'9"7
15'3"4
5'2"12
16'10"8
1'7"4
17'4"
5"8
5'1"5
5'1"5
9'9"
4'7"11
15'5"
5'8"
16'10"8
1'5"8
17'4"
5"8
2'2'6"6 3'6"105'6"106'4"310'
12'
A
B
C
D E F
G
HIJK
6
12
3X4(B1)
1.5X4
3X4
3X4
5X5 2X4
4X7
7X8
2X5
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
All plates are 3X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 782 /-/-/489 /194 /177
G 644 /-/-/326 /192 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 478 -753
C - D 755-1063
Chords Tens.Comp.
D - E 854 -948
E - F 753 -860
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 545 -600
C - P 759 -648
Q - O 0 0
P - N 897 -791
N - M 906 -804
Chords Tens.Comp.
M - J 124 -143
L - K 0 0
J - H 152 -156
K - I 13 -33
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 957 -855
Q - P 748 -791
D - N 423 -367
N - E 296 -145
E - M 577 -524
Webs Tens.Comp.
M - F 812 -673
J - K 23 0
H - I 52 -3
G - H 122 0
F - G 1411 -1119
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.273O 749 360
VERT(CL): 0.498O 409 240
HORZ(LL): 0.106L - -
HORZ(TL): 0.195L - -
Creep Factor: 2.0
Max TC CSI: 0.596
Max BC CSI: 0.555
Max Web CSI: 0.679
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T38
Ply: 1
Qty:1
Wgt: 112.0 lbs
SEQN: 259911 / T44 / SPEC
FROM:DRW:
.../...02/05/2021
17'4"
8'10"
8'10"
9'7"8
9"8
16'10"8
7'3"
17'4"
5"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
8'11"12
6'3"12
9'11"
11"4
15'5"4
5'6"4
16'7"
1'1"12
16'10"8
3"8
17'4"
5"8
2'2'6"6 2'6"101'4'11"65'8"1510'
12'
A
B
C
D
E F
G
HIJKLMN
OPQ
6
12
3X4(B1)
3X8
1.5X6
6X6
5X5
1.5X4
1.5X4
4X7
2X5
3X3
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
All plates are 3X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 782 /-/-/489 /194 /177
G 644 /-/-/326 /192 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 478 -753
C - D 755-1063
Chords Tens.Comp.
D - E 854 -948
E - F 753 -860
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 545 -600
C - P 759 -648
Q - O 0 0
P - N 897 -791
N - M 906 -804
Chords Tens.Comp.
M - J 124 -143
L - K 0 0
J - H 152 -156
K - I 13 -33
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 957 -855
Q - P 748 -791
D - N 423 -367
N - E 296 -145
E - M 577 -524
Webs Tens.Comp.
M - F 812 -673
J - K 23 0
H - I 52 -3
G - H 122 0
F - G 1411 -1119
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.273O 749 360
VERT(CL): 0.498O 409 240
HORZ(LL): 0.106L - -
HORZ(TL): 0.195L - -
Creep Factor: 2.0
Max TC CSI: 0.596
Max BC CSI: 0.555
Max Web CSI: 0.679
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T38
Ply: 1
Qty:1
Wgt: 112.0 lbs
SEQN: 259911 / T44 / SPEC
FROM:DRW:
.../...02/05/2021
17'4"
8'10"
8'10"
9'7"8
9"8
16'10"8
7'3"
17'4"
5"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
8'11"12
6'3"12
9'11"
11"4
15'5"4
5'6"4
16'7"
1'1"12
16'10"8
3"8
17'4"
5"8
2'2'6"6 2'6"101'4'11"65'8"1510'
12'
A
B
C
D
E F
G
HIJKLMN
OPQ
6
12
3X4(B1)
3X8
1.5X6
6X6
5X5
1.5X4
1.5X4
4X7
2X5
3X3
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
All plates are 3X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 772 /-/-/471 /198 /141
G 629 /-/-/308 /179 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 493 -741
C - D 674-1011
Chords Tens.Comp.
D - E 751 -961
E - F 735 -935
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 537 -565
C - P 711 -519
Q - O 0 0
P - N 847 -652
N - M 990 -786
Chords Tens.Comp.
M - J 138 -146
L - K 0 0
J - H 141 -140
K - I 0 -10
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 901 -843
Q - P 738 -742
D - N 457 -236
N - E 211 -176
E - M 399 -429
M - F 887 -655
Webs Tens.Comp.
J - K 31 0
H - G 31 0
G - I 31 0
F - H 94 0
F - G 641 -681
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.279O 719 360
VERT(CL): 0.510O 393 240
HORZ(LL): 0.123L - -
HORZ(TL): 0.226L - -
Creep Factor: 2.0
Max TC CSI: 0.577
Max BC CSI: 0.543
Max Web CSI: 0.289
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T39
Ply: 1
Qty:1
Wgt: 105.0 lbs
SEQN: 259914 / T81 / SPEC
FROM:DRW:
.../...02/05/2021
17'
8'10"
8'10"
11'7"8
2'9"8
16'6"8
4'11"
17'
5"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
8'11"12
6'3"12
11'11"
2'11"4
15'5"4
3'6"4
16'3"
9"12
16'6"8
3"8
17'
5"8
2'
7"46"6 2'11"61'4'11"65'8"1510'
10'7"4
A
B
C
D
E F
GH
I
JKLMN
OPQ
6
12
3X4(B1)
3X8
1.5X6
5X5
5X5
1.5X4
1.5X4
4X7
3X3
2X6
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Plating Notes
All plates are 3X4 except as noted.
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 772 /-/-/471 /198 /141
G 629 /-/-/308 /179 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 493 -741
C - D 674-1011
Chords Tens.Comp.
D - E 751 -961
E - F 735 -935
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 537 -565
C - P 711 -519
Q - O 0 0
P - N 847 -652
N - M 990 -786
Chords Tens.Comp.
M - J 138 -146
L - K 0 0
J - H 141 -140
K - I 0 -10
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 901 -843
Q - P 738 -742
D - N 457 -236
N - E 211 -176
E - M 399 -429
M - F 887 -655
Webs Tens.Comp.
J - K 31 0
H - G 31 0
G - I 31 0
F - H 94 0
F - G 641 -681
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.279O 719 360
VERT(CL): 0.510O 393 240
HORZ(LL): 0.123L - -
HORZ(TL): 0.226L - -
Creep Factor: 2.0
Max TC CSI: 0.577
Max BC CSI: 0.543
Max Web CSI: 0.289
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T39
Ply: 1
Qty:1
Wgt: 105.0 lbs
SEQN: 259914 / T81 / SPEC
FROM:DRW:
.../...02/05/2021
17'
8'10"
8'10"
11'7"8
2'9"8
16'6"8
4'11"
17'
5"8
1'7"6
1'7"6
2'2"12
7"6
2'8"
5"4
8'11"12
6'3"12
11'11"
2'11"4
15'5"4
3'6"4
16'3"
9"12
16'6"8
3"8
17'
5"8
2'
7"46"6 2'11"61'4'11"65'8"1510'
10'7"4
A
B
C
D
E F
GH
I
JKLMN
OPQ
6
12
3X4(B1)
3X8
1.5X6
5X5
5X5
1.5X4
1.5X4
4X7
3X3
2X6
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @11.25" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 5.02
TC: From 28 plf at 5.02 to 28 plf at 13.75
TC: From 56 plf at 13.75 to 56 plf at 17.00
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.02
BC: From 10 plf at 5.02 to 10 plf at 12.65
BC: From 20 plf at 12.65 to 20 plf at 16.54
BC: 604 lb Conc. Load at 5.02,12.65
BC: 314 lb Conc. Load at 6.83,10.83
BC: 308 lb Conc. Load at 8.83
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1650 /-/-/-/459 /-
H 1575 /-/-/-/411 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 290-1086
C - D 465-1747
Chords Tens.Comp.
D - E 360 -1374
E - F 397 -1503
F - G 435 -1714
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - S 868 -231
C - R 1219 -321
S - Q 0 0
R - P 1549 -404
P - O 1594 -415
Chords Tens.Comp.
O - N 1854 -477
N - K 211 -58
M - L 0 0
L - J 5 -1
K - I 206 -56
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - S 382-1419
S - R 1204 -310
D - P 806 -187
D - O 68 -275
O - E 634 -157
O - F 132 -545
F - N 164 -549
Webs Tens.Comp.
N - G 1646 -413
K - L 14 0
I - H 4 0
H - J 4 0
G - I 52 -7
G - H 204 -777
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.156Q 999 360
VERT(CL): 0.288Q 697 240
HORZ(LL): 0.088I - -
HORZ(TL): 0.163I - -
Creep Factor: 2.0
Max TC CSI: 0.682
Max BC CSI: 0.449
Max Web CSI: 0.372
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T40
Ply: 2
Qty:1
Wgt: 232.4 lbs
SEQN: 259947 / T62 / SPEC
FROM:DRW:
.../...02/05/2021
17'
7'
7'
10'8"
3'8"
13'9"
3'1"
16'6"8
2'9"8
17'
5"8
1'8"4
1'8"4
2'2"12
6"8
2'8"
5"4
7'1"12
4'5"12
10'6"4
3'4"8
14'0"8
3'6"4
15'5"4
1'4"12
16'3"
9"12
16'6"8
3"8
17'
5"8
2'
7"46"6 1'10"101'4'0"64'9"1510'
10'7"4
A
B
C
D E
F G
HI
J
KLMNOP
QRS
6
12
3X4(B1)
3X10
4X4
2X6
4X7
3X6 3X8
4X4
5X5
4X5
5X8
3X3
2X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #2;
Rt Bearing Leg: 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @11.25" 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.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 5.02
TC: From 28 plf at 5.02 to 28 plf at 13.75
TC: From 56 plf at 13.75 to 56 plf at 17.00
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.02
BC: From 10 plf at 5.02 to 10 plf at 12.65
BC: From 20 plf at 12.65 to 20 plf at 16.54
BC: 604 lb Conc. Load at 5.02,12.65
BC: 314 lb Conc. Load at 6.83,10.83
BC: 308 lb Conc. Load at 8.83
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1650 /-/-/-/459 /-
H 1575 /-/-/-/411 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 28 -13
B - C 290-1086
C - D 465-1747
Chords Tens.Comp.
D - E 360 -1374
E - F 397 -1503
F - G 435 -1714
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - S 868 -231
C - R 1219 -321
S - Q 0 0
R - P 1549 -404
P - O 1594 -415
Chords Tens.Comp.
O - N 1854 -477
N - K 211 -58
M - L 0 0
L - J 5 -1
K - I 206 -56
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - S 382-1419
S - R 1204 -310
D - P 806 -187
D - O 68 -275
O - E 634 -157
O - F 132 -545
F - N 164 -549
Webs Tens.Comp.
N - G 1646 -413
K - L 14 0
I - H 4 0
H - J 4 0
G - I 52 -7
G - H 204 -777
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.156Q 999 360
VERT(CL): 0.288Q 697 240
HORZ(LL): 0.088I - -
HORZ(TL): 0.163I - -
Creep Factor: 2.0
Max TC CSI: 0.682
Max BC CSI: 0.449
Max Web CSI: 0.372
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T40
Ply: 2
Qty:1
Wgt: 232.4 lbs
SEQN: 259947 / T62 / SPEC
FROM:DRW:
.../...02/05/2021
17'
7'
7'
10'8"
3'8"
13'9"
3'1"
16'6"8
2'9"8
17'
5"8
1'8"4
1'8"4
2'2"12
6"8
2'8"
5"4
7'1"12
4'5"12
10'6"4
3'4"8
14'0"8
3'6"4
15'5"4
1'4"12
16'3"
9"12
16'6"8
3"8
17'
5"8
2'
7"46"6 1'10"101'4'0"64'9"1510'
10'7"4
A
B
C
D E
F G
HI
J
KLMNOP
QRS
6
12
3X4(B1)
3X10
4X4
2X6
4X7
3X6 3X8
4X4
5X5
4X5
5X8
3X3
2X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1 2x4 SP 2250f-1.9E;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at 0.00 to 56 plf at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
TC: 264 lb Conc. Load at 4.99
BC: 219 lb Conc. Load at 4.99
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=6'9" uses the following
support conditions: 6'9"
Bearing E (6'9", 11') HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E
(14) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 408 /-/-/-/101 /-
E 604 /-/-/-/146 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
E Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 150 -551
B - C 288-1127
Chords Tens.Comp.
C - D 2 -15
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - H 433 -110
G - E 533 -152
Chords Tens.Comp.
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 116 -291
G - H 79 0
G - C 714 -147
Webs Tens.Comp.
C - E 196 -669
D - E 32 -63
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.062F 999 360
VERT(CL): 0.116F 713 240
HORZ(LL): 0.039E - -
HORZ(TL): 0.073E - -
Creep Factor: 2.0
Max TC CSI: 0.350
Max BC CSI: 0.660
Max Web CSI: 0.536
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T41
Ply: 1
Qty:2
Wgt: 36.4 lbs
SEQN: 259917 / T63 / HIPM
FROM:DRW:
.../...02/05/2021
7'
3'6"4
3'6"4
4'11"8
1'5"4
7'
2'0"8
3'11"8
3'11"8
7'
3'0"8
6"6 1'2'0"23'0"210'
11'
A
B
C D
E
FGH
6
12
3X4(B1)
1.5X4
5X5
1.5X4
4X4
1.5X4
4X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W1 2x4 SP 2250f-1.9E;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at 0.00 to 56 plf at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
TC: 264 lb Conc. Load at 4.99
BC: 219 lb Conc. Load at 4.99
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=6'9" uses the following
support conditions: 6'9"
Bearing E (6'9", 11') HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E
(14) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 408 /-/-/-/101 /-
E 604 /-/-/-/146 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
E Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 150 -551
B - C 288-1127
Chords Tens.Comp.
C - D 2 -15
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - H 433 -110
G - E 533 -152
Chords Tens.Comp.
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 116 -291
G - H 79 0
G - C 714 -147
Webs Tens.Comp.
C - E 196 -669
D - E 32 -63
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.062F 999 360
VERT(CL): 0.116F 713 240
HORZ(LL): 0.039E - -
HORZ(TL): 0.073E - -
Creep Factor: 2.0
Max TC CSI: 0.350
Max BC CSI: 0.660
Max Web CSI: 0.536
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T41
Ply: 1
Qty:2
Wgt: 36.4 lbs
SEQN: 259917 / T63 / HIPM
FROM:DRW:
.../...02/05/2021
7'
3'6"4
3'6"4
4'11"8
1'5"4
7'
2'0"8
3'11"8
3'11"8
7'
3'0"8
6"6 1'2'0"23'0"210'
11'
A
B
C D
E
FGH
6
12
3X4(B1)
1.5X4
5X5
1.5X4
4X4
1.5X4
4X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 8.67
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 8.44
BC: From 24 plf at 8.44 to 24 plf at 8.67
TC: -9 lb Conc. Load at 1.69
BC: 33 lb Conc. Load at 1.69
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 491 /-/-/-/196 /-
G 314 /-/-/-/85 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 141 -376
C - D 157 -524
Chords Tens.Comp.
D - E 259 -850
E - F 35 -50
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 276 -97
L - K 276 -92
K - J 35 -10
Chords Tens.Comp.
I - G 771 -233
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 39 -3
C - K 304 -79
K - D 157 -460
K - I 638 -194
D - I 160 -47
Webs Tens.Comp.
I - J 60 0
I - E 429 -89
E - G 241 -798
F - G 44 -87
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025H 999 360
VERT(CL): 0.045H 999 240
HORZ(LL): 0.008G - -
HORZ(TL): 0.015G - -
Creep Factor: 2.0
Max TC CSI: 0.321
Max BC CSI: 0.246
Max Web CSI: 0.175
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T42
Ply: 1
Qty:2
Wgt: 60.2 lbs
SEQN: 259944 / T56 / COMN
FROM:DRW:
.../...02/05/2021
8'8"
1'8"4
1'8"4
3'4"4
1'8"
5'4"
1'11"12
8'8"
3'4"
1'10"
1'10"
3'2"8
1'4"8
5'7"8
2'5"
8'8"
3'0"82'
6"6 1'3'0"61'4"83'11"4'8"910'
11'
A
B
C D
E
F
G
HIJKL
6
12
3X4(B1)
4X7
1.5X4 3X8
5X5
5X8
1.5X4
3X4
1.5X4
4X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 8.67
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 8.44
BC: From 24 plf at 8.44 to 24 plf at 8.67
TC: -9 lb Conc. Load at 1.69
BC: 33 lb Conc. Load at 1.69
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 491 /-/-/-/196 /-
G 314 /-/-/-/85 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 141 -376
C - D 157 -524
Chords Tens.Comp.
D - E 259 -850
E - F 35 -50
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 276 -97
L - K 276 -92
K - J 35 -10
Chords Tens.Comp.
I - G 771 -233
J - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 39 -3
C - K 304 -79
K - D 157 -460
K - I 638 -194
D - I 160 -47
Webs Tens.Comp.
I - J 60 0
I - E 429 -89
E - G 241 -798
F - G 44 -87
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025H 999 360
VERT(CL): 0.045H 999 240
HORZ(LL): 0.008G - -
HORZ(TL): 0.015G - -
Creep Factor: 2.0
Max TC CSI: 0.321
Max BC CSI: 0.246
Max Web CSI: 0.175
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T42
Ply: 1
Qty:2
Wgt: 60.2 lbs
SEQN: 259944 / T56 / COMN
FROM:DRW:
.../...02/05/2021
8'8"
1'8"4
1'8"4
3'4"4
1'8"
5'4"
1'11"12
8'8"
3'4"
1'10"
1'10"
3'2"8
1'4"8
5'7"8
2'5"
8'8"
3'0"82'
6"6 1'3'0"61'4"83'11"4'8"910'
11'
A
B
C D
E
F
G
HIJKL
6
12
3X4(B1)
4X7
1.5X4 3X8
5X5
5X8
1.5X4
3X4
1.5X4
4X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Hangers / Ties
(J) Hanger Support Required, by others
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 471 /-/-/309 /106 /156
F 308 /-/-/194 /103 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 223 -382
Chords Tens.Comp.
C - D 719 -706
D - E 35 -82
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 286 -398
J - I 25 -31
Chords Tens.Comp.
I - G 0 0
H - F 733 -887
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 373 -193
C - H 505 -599
J - H 320 -431
H - I 28 -32
Webs Tens.Comp.
H - D 139 -95
D - F 924 -762
E - F 166 -88
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021G 999 360
VERT(CL): 0.038G 999 240
HORZ(LL): 0.008F - -
HORZ(TL): 0.015F - -
Creep Factor: 2.0
Max TC CSI: 0.464
Max BC CSI: 0.232
Max Web CSI: 0.163
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T43
Ply: 1
Qty:1
Wgt: 53.2 lbs
SEQN: 259923 / T65 / COMN
FROM:DRW:
.../...02/05/2021
8'8"
3'8"4
3'8"4
5'4"4
1'8"
8'8"
3'3"12
3'11"12
3'11"12
5'7"8
1'7"12
8'8"
3'0"82'
6"6 1'3'0"62'4"84'0"64'9"1510'
11'
A
B
C D
E
F
GHIJ
6
12
3X4(B1)
4X7
3X4
5X8
1.5X4
5X5
1.5X4
6X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Hangers / Ties
(J) Hanger Support Required, by others
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 471 /-/-/309 /106 /156
F 308 /-/-/194 /103 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 223 -382
Chords Tens.Comp.
C - D 719 -706
D - E 35 -82
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 286 -398
J - I 25 -31
Chords Tens.Comp.
I - G 0 0
H - F 733 -887
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 373 -193
C - H 505 -599
J - H 320 -431
H - I 28 -32
Webs Tens.Comp.
H - D 139 -95
D - F 924 -762
E - F 166 -88
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021G 999 360
VERT(CL): 0.038G 999 240
HORZ(LL): 0.008F - -
HORZ(TL): 0.015F - -
Creep Factor: 2.0
Max TC CSI: 0.464
Max BC CSI: 0.232
Max Web CSI: 0.163
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T43
Ply: 1
Qty:1
Wgt: 53.2 lbs
SEQN: 259923 / T65 / COMN
FROM:DRW:
.../...02/05/2021
8'8"
3'8"4
3'8"4
5'4"4
1'8"
8'8"
3'3"12
3'11"12
3'11"12
5'7"8
1'7"12
8'8"
3'0"82'
6"6 1'3'0"62'4"84'0"64'9"1510'
11'
A
B
C D
E
F
GHIJ
6
12
3X4(B1)
4X7
3X4
5X8
1.5X4
5X5
1.5X4
6X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2700f-2.2E;
B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 25.96
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 8.18
BC: From 100 plf at 8.18 to 100 plf at 15.66
BC: From 20 plf at 15.66 to 20 plf at 23.83
BC: From 4 plf at 23.83 to 4 plf at 25.96
PLB: From 40 plf at 10.51 to 40 plf at 13.32
Wind
Wind loads based on MWFRS with additional C&C member
design.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.090H 999 360
VERT(CL): 0.181H 999 240
HORZ(LL): 0.041H - -
HORZ(TL): 0.082H - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.496
Max BC CSI: 0.786
Max Web CSI: 0.208
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T44
Ply: 1
Qty:11
Wgt: 112.0 lbs
SEQN: 259953 / T24 / COMN
FROM:DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1381 /-/-/594 /272 /213
J 1381 /-/-/594 /272 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 763-2253
C - D 759-2086
Chords Tens.Comp.
D - E 758 -2074
E - F 762 -2242
F - G 56 -25
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 1924 -550
I - H 1352 -267
Chords Tens.Comp.
H - F 1914 -530
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 311 -237
I - D 876 -219
Webs Tens.Comp.
D - H 854 -220
H - E 310 -234
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
23'10"
6'0"9
6'0"9
11'11"
5'10"7
17'9"7
5'10"7
23'10"
6'0"9
8'
8'
15'10"
7'9"15
23'10"
8'2'2'
6"66'5"147'3"710'
A
B
C
D
E
F
GHIJ
6
12
4X5(B2)
1.5X4
3X4
4X4
5X6
1.5X4
4X5(B2)
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2700f-2.2E;
B2 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 25.96
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 8.18
BC: From 100 plf at 8.18 to 100 plf at 15.66
BC: From 20 plf at 15.66 to 20 plf at 23.83
BC: From 4 plf at 23.83 to 4 plf at 25.96
PLB: From 40 plf at 10.51 to 40 plf at 13.32
Wind
Wind loads based on MWFRS with additional C&C member
design.
Wind loading based on both gable and hip roof types.
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
Speed:160 mph
TCDL: 4.0 psf EXP: B
Kzt: NA
BCDL: 4.0 psf
Mean Height: 15.00 ft
Enclosure: Closed Risk Category: II
Wind Std:ASCE 7-16
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type:
WAVE
Snow Criteria
(Pg,Pf in PSF)
Pg: NA Ct: NA
CAT: NA
Pf: NA
Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.090H 999 360
VERT(CL): 0.181H 999 240
HORZ(LL): 0.041H - -
HORZ(TL): 0.082H - -
VIEW Ver: 20.02.01A.1209.11
Creep Factor: 2.0
Max TC CSI: 0.496
Max BC CSI: 0.786
Max Web CSI: 0.208
Mfg Specified Camber:
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T44
Ply: 1
Qty:11
Wgt: 112.0 lbs
SEQN: 259953 / T24 / COMN
FROM:DRW:
.../...02/05/2021
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1381 /-/-/594 /272 /213
J 1381 /-/-/594 /272 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -25
B - C 763-2253
C - D 759-2086
Chords Tens.Comp.
D - E 758 -2074
E - F 762 -2242
F - G 56 -25
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 1924 -550
I - H 1352 -267
Chords Tens.Comp.
H - F 1914 -530
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 311 -237
I - D 876 -219
Webs Tens.Comp.
D - H 854 -220
H - E 310 -234
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
23'10"
6'0"9
6'0"9
11'11"
5'10"7
17'9"7
5'10"7
23'10"
6'0"9
8'
8'
15'10"
7'9"15
23'10"
8'2'2'
6"66'5"147'3"710'
A
B
C
D
E
F
GHIJ
6
12
4X5(B2)
1.5X4
3X4
4X4
5X6
1.5X4
4X5(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1026 /-/-/596 /273 /201
M 1026 /-/-/596 /273 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 790-1461
C - D 704-1088
D - E 705 -920
Chords Tens.Comp.
E - F 706 -1093
F - G 791 -1462
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1232 -582
L - K 1230 -584
K - J 917 -330
Chords Tens.Comp.
J - I 1230 -564
I - G 1232 -562
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 204 0
C - K 275 -363
D - K 278 -152
K - E 118 -109
Webs Tens.Comp.
E - J 269 -117
J - F 274 -362
F - I 204 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.075J 999 360
VERT(CL): 0.137J 999 240
HORZ(LL): 0.037I - -
HORZ(TL): 0.067I - -
Creep Factor: 2.0
Max TC CSI: 0.552
Max BC CSI: 0.708
Max Web CSI: 0.248
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T45
Ply: 1
Qty:1
Wgt: 134.4 lbs
SEQN: 259957 / T23 / HIPS
FROM:DRW:
.../...02/05/2021
23'10"
5'8"13
5'8"13
11'
5'3"3
12'10"
1'10"
18'1"3
5'3"3
23'10"
5'8"13
5'7"1
5'7"1
11'1"12
5'6"11
12'10"
1'8"4
18'2"15
5'4"15
23'10"
5'7"12'2'
6"66'0"66'9"1510'A
B
C
D E
F
G
HIJKLM
6
12
3X5(B2)
1.5X4
3X4
4X4
3X8
4X7
5X5
3X4
1.5X4
3X5(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1026 /-/-/596 /273 /201
M 1026 /-/-/596 /273 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
M Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 790-1461
C - D 704-1088
D - E 705 -920
Chords Tens.Comp.
E - F 706 -1093
F - G 791 -1462
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1232 -582
L - K 1230 -584
K - J 917 -330
Chords Tens.Comp.
J - I 1230 -564
I - G 1232 -562
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 204 0
C - K 275 -363
D - K 278 -152
K - E 118 -109
Webs Tens.Comp.
E - J 269 -117
J - F 274 -362
F - I 204 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.075J 999 360
VERT(CL): 0.137J 999 240
HORZ(LL): 0.037I - -
HORZ(TL): 0.067I - -
Creep Factor: 2.0
Max TC CSI: 0.552
Max BC CSI: 0.708
Max Web CSI: 0.248
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T45
Ply: 1
Qty:1
Wgt: 134.4 lbs
SEQN: 259957 / T23 / HIPS
FROM:DRW:
.../...02/05/2021
23'10"
5'8"13
5'8"13
11'
5'3"3
12'10"
1'10"
18'1"3
5'3"3
23'10"
5'8"13
5'7"1
5'7"1
11'1"12
5'6"11
12'10"
1'8"4
18'2"15
5'4"15
23'10"
5'7"12'2'
6"66'0"66'9"1510'A
B
C
D E
F
G
HIJKLM
6
12
3X5(B2)
1.5X4
3X4
4X4
3X8
4X7
5X5
3X4
1.5X4
3X5(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1026 /-/-/595 /275 /174
K 1026 /-/-/595 /275 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 956-1447
C - D 848-1233
D - E 843-1064
Chords Tens.Comp.
E - F 847 -1228
F - G 958 -1446
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1223 -732
J - I 1062 -538
Chords Tens.Comp.
I - G 1222 -713
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 221 -184
D - J 317 -34
D - I 84 -82
Webs Tens.Comp.
I - E 318 -46
I - F 223 -186
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.071J 999 360
VERT(CL): 0.130J 999 240
HORZ(LL): 0.034I - -
HORZ(TL): 0.062I - -
Creep Factor: 2.0
Max TC CSI: 0.516
Max BC CSI: 0.712
Max Web CSI: 0.089
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T46
Ply: 1
Qty:1
Wgt: 124.6 lbs
SEQN: 259961 / T22 / HIPS
FROM:DRW:
.../...02/05/2021
23'10"
4'7"1
4'7"1
9'
4'4"15
14'10"
5'10"
19'2"15
4'4"15
23'10"
4'7"1
9'
9'
14'8"4
5'8"4
23'10"
9'1"122'2'
6"65'0"65'9"1510'
A
B
C
D E
F
G
HIJK
6
12
3X5(B2)
1.5X4
4X7
3X4 5X8
4X5
1.5X4
3X5(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
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.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1026 /-/-/595 /275 /174
K 1026 /-/-/595 /275 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 956-1447
C - D 848-1233
D - E 843-1064
Chords Tens.Comp.
E - F 847 -1228
F - G 958 -1446
G - H 56 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1223 -732
J - I 1062 -538
Chords Tens.Comp.
I - G 1222 -713
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 221 -184
D - J 317 -34
D - I 84 -82
Webs Tens.Comp.
I - E 318 -46
I - F 223 -186
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.071J 999 360
VERT(CL): 0.130J 999 240
HORZ(LL): 0.034I - -
HORZ(TL): 0.062I - -
Creep Factor: 2.0
Max TC CSI: 0.516
Max BC CSI: 0.712
Max Web CSI: 0.089
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T46
Ply: 1
Qty:1
Wgt: 124.6 lbs
SEQN: 259961 / T22 / HIPS
FROM:DRW:
.../...02/05/2021
23'10"
4'7"1
4'7"1
9'
4'4"15
14'10"
5'10"
19'2"15
4'4"15
23'10"
4'7"1
9'
9'
14'8"4
5'8"4
23'10"
9'1"122'2'
6"65'0"65'9"1510'
A
B
C
D E
F
G
HIJK
6
12
3X5(B2)
1.5X4
4X7
3X4 5X8
4X5
1.5X4
3X5(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Lt Wedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.00
TC: From 28 plf at 7.00 to 28 plf at 16.83
TC: From 56 plf at 16.83 to 56 plf at 25.96
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 16.80
BC: From 20 plf at 16.80 to 20 plf at 23.83
BC: From 4 plf at 23.83 to 4 plf at 25.96
TC: 409 lb Conc. Load at 7.03,16.80
TC: 168 lb Conc. Load at 9.06,11.06,12.77,14.77
BC: 444 lb Conc. Load at 7.03,16.80
BC: 129 lb Conc. Load at 9.06,11.06,12.77,14.77
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2288 /-/-/-/660 /-
K 2288 /-/-/-/660 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.9
K Brg Width = 8.0 Min Req =1.9
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 1130-3995
C - D 1193-4209
Chords Tens.Comp.
D - E 1193 -4209
E - F 1130 -3995
F - G 56 -27
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 3463 -961
J - I 3483 -957
Chords Tens.Comp.
I - H 3483 -957
H - F 3463 -961
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 512 0
C - I 910 -295
D - I 382 -640
Webs Tens.Comp.
I - E 910 -295
H - E 512 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.194D 999 360
VERT(CL): 0.356D 797 240
HORZ(LL): 0.082H - -
HORZ(TL): 0.151H - -
Creep Factor: 2.0
Max TC CSI: 0.734
Max BC CSI: 0.927
Max Web CSI: 0.205
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T47
Ply: 1
Qty:1
Wgt: 120.4 lbs
SEQN: 259965 / T10 / HIPS
FROM:DRW:
.../...02/05/2021
23'10"
7'
7'
11'11"
4'11"
16'10"
4'11"
23'10"
7'
7'1"12
7'1"12
11'11"
4'9"4
16'8"4
4'9"4
23'10"
7'1"122'2'
6"64'0"64'9"1510'
A
B
C D E
F
GHIJK
6
12
5X8(B2)
5X8
1.5X4
1.5X4
5X8 1.5X4
5X8
5X8(B2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Lt Wedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 7.00
TC: From 28 plf at 7.00 to 28 plf at 16.83
TC: From 56 plf at 16.83 to 56 plf at 25.96
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 16.80
BC: From 20 plf at 16.80 to 20 plf at 23.83
BC: From 4 plf at 23.83 to 4 plf at 25.96
TC: 409 lb Conc. Load at 7.03,16.80
TC: 168 lb Conc. Load at 9.06,11.06,12.77,14.77
BC: 444 lb Conc. Load at 7.03,16.80
BC: 129 lb Conc. Load at 9.06,11.06,12.77,14.77
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2288 /-/-/-/660 /-
K 2288 /-/-/-/660 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.9
K Brg Width = 8.0 Min Req =1.9
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 1130-3995
C - D 1193-4209
Chords Tens.Comp.
D - E 1193 -4209
E - F 1130 -3995
F - G 56 -27
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 3463 -961
J - I 3483 -957
Chords Tens.Comp.
I - H 3483 -957
H - F 3463 -961
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 512 0
C - I 910 -295
D - I 382 -640
Webs Tens.Comp.
I - E 910 -295
H - E 512 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.194D 999 360
VERT(CL): 0.356D 797 240
HORZ(LL): 0.082H - -
HORZ(TL): 0.151H - -
Creep Factor: 2.0
Max TC CSI: 0.734
Max BC CSI: 0.927
Max Web CSI: 0.205
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T47
Ply: 1
Qty:1
Wgt: 120.4 lbs
SEQN: 259965 / T10 / HIPS
FROM:DRW:
.../...02/05/2021
23'10"
7'
7'
11'11"
4'11"
16'10"
4'11"
23'10"
7'
7'1"12
7'1"12
11'11"
4'9"4
16'8"4
4'9"4
23'10"
7'1"122'2'
6"64'0"64'9"1510'
A
B
C D E
F
GHIJK
6
12
5X8(B2)
5X8
1.5X4
1.5X4
5X8 1.5X4
5X8
5X8(B2)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 328 /-/-/176 /82 /57
E 328 /-/-/176 /82 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings A & C are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 392 -416
Chords Tens.Comp.
B - C 391 -416
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - D 326 -257
Chords Tens.Comp.
D - C 326 -257
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 180 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005D 999 360
VERT(CL): 0.010D 999 240
HORZ(LL): 0.002D - -
HORZ(TL): 0.005D - -
Creep Factor: 2.0
Max TC CSI: 0.237
Max BC CSI: 0.174
Max Web CSI: 0.041
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T48
Ply: 1
Qty:1
Wgt: 32.2 lbs
SEQN: 259932 / T68 / COMN
FROM:DRW:
.../...02/05/2021
8'8"
4'4"
4'4"
8'8"
4'4"
4'4"
4'4"
8'8"
4'4"
6"62'8"613'
A
B
C
D E
6
12
3X4(B1)
4X4
1.5X4
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 328 /-/-/176 /82 /57
E 328 /-/-/176 /82 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings A & C are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 392 -416
Chords Tens.Comp.
B - C 391 -416
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - D 326 -257
Chords Tens.Comp.
D - C 326 -257
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 180 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005D 999 360
VERT(CL): 0.010D 999 240
HORZ(LL): 0.002D - -
HORZ(TL): 0.005D - -
Creep Factor: 2.0
Max TC CSI: 0.237
Max BC CSI: 0.174
Max Web CSI: 0.041
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T48
Ply: 1
Qty:1
Wgt: 32.2 lbs
SEQN: 259932 / T68 / COMN
FROM:DRW:
.../...02/05/2021
8'8"
4'4"
4'4"
8'8"
4'4"
4'4"
4'4"
8'8"
4'4"
6"62'8"613'
A
B
C
D E
6
12
3X4(B1)
4X4
1.5X4
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 10.80
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 4.00
BC: From 10 plf at 4.00 to 10 plf at 4.67
BC: From 20 plf at 4.67 to 20 plf at 8.67
BC: From 4 plf at 8.67 to 4 plf at 10.80
TC: 84 lb Conc. Load at 4.00, 4.67
TC: 79 lb Conc. Load at 4.33
BC: 27 lb Conc. Load at 4.00, 4.67
BC: 72 lb Conc. Load at 4.33
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 635 /-/-/-/190 /-
G 635 /-/-/-/190 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 166 -680
Chords Tens.Comp.
C - D 166 -680
D - E 56 -27
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 545 -118
Chords Tens.Comp.
F - D 545 -118
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 172 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018F 999 360
VERT(CL): 0.032F 999 240
HORZ(LL): 0.009F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.408
Max BC CSI: 0.381
Max Web CSI: 0.039
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T49
Ply: 1
Qty:1
Wgt: 40.6 lbs
SEQN: 259929 / T49 / HIPS
FROM:DRW:
.../...02/05/2021
8'8"
4'
4'
8'8"
4'8"
8'8"
8'8"2'2'
6"62'6"63'3"1513'
A
B
C
D
EFG
6
12
3X4(B1)
4X4
1.5X4
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -2.13 to 56 plf at 10.80
BC: From 4 plf at -2.13 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 4.00
BC: From 10 plf at 4.00 to 10 plf at 4.67
BC: From 20 plf at 4.67 to 20 plf at 8.67
BC: From 4 plf at 8.67 to 4 plf at 10.80
TC: 84 lb Conc. Load at 4.00, 4.67
TC: 79 lb Conc. Load at 4.33
BC: 27 lb Conc. Load at 4.00, 4.67
BC: 72 lb Conc. Load at 4.33
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 635 /-/-/-/190 /-
G 635 /-/-/-/190 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -27
B - C 166 -680
Chords Tens.Comp.
C - D 166 -680
D - E 56 -27
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 545 -118
Chords Tens.Comp.
F - D 545 -118
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 172 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018F 999 360
VERT(CL): 0.032F 999 240
HORZ(LL): 0.009F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.408
Max BC CSI: 0.381
Max Web CSI: 0.039
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:T49
Ply: 1
Qty:1
Wgt: 40.6 lbs
SEQN: 259929 / T49 / HIPS
FROM:DRW:
.../...02/05/2021
8'8"
4'
4'
8'8"
4'8"
8'8"
8'8"2'2'
6"62'6"63'3"1513'
A
B
C
D
EFG
6
12
3X4(B1)
4X4
1.5X4
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*75 /-/-/42 /12 /14
Wind reactions based on MWFRS
D Brg Width = 29.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 20 -48
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 101 -10
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - C 108 -51
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.001C - -
HORZ(TL): 0.001C - -
Creep Factor: 2.0
Max TC CSI: 0.063
Max BC CSI: 0.056
Max Web CSI: 0.025
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V1
Ply: 1
Qty:1
Wgt: 11.2 lbs
SEQN: 259819 / T79 / VAL
FROM:DRW:
.../...02/05/2021
2'5"
2'5"
2'5"
0"4 1'2"1215'3"2
A
B
CD
6
12
3X4(D1)
1.5X4
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*75 /-/-/42 /12 /14
Wind reactions based on MWFRS
D Brg Width = 29.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 20 -48
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 101 -10
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - C 108 -51
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 16.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.001C - -
HORZ(TL): 0.001C - -
Creep Factor: 2.0
Max TC CSI: 0.063
Max BC CSI: 0.056
Max Web CSI: 0.025
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V1
Ply: 1
Qty:1
Wgt: 11.2 lbs
SEQN: 259819 / T79 / VAL
FROM:DRW:
.../...02/05/2021
2'5"
2'5"
2'5"
0"4 1'2"1215'3"2
A
B
CD
6
12
3X4(D1)
1.5X4
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*75 /-/-/45 /16 /16
Wind reactions based on MWFRS
D Brg Width = 53.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -87
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 178 -20
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - C 198 -101
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.53 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.004C - -
HORZ(TL): 0.007C - -
Creep Factor: 2.0
Max TC CSI: 0.269
Max BC CSI: 0.204
Max Web CSI: 0.075
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V2
Ply: 1
Qty:1
Wgt: 16.8 lbs
SEQN: 259822 / T78 / VAL
FROM:DRW:
.../...02/05/2021
4'5"
4'5"
4'5"
0"4 2'2"1214'3"2
A
B
CD
6
12
3X4(D1)
1.5X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*75 /-/-/45 /16 /16
Wind reactions based on MWFRS
D Brg Width = 53.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -87
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 178 -20
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - C 198 -101
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.53 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.004C - -
HORZ(TL): 0.007C - -
Creep Factor: 2.0
Max TC CSI: 0.269
Max BC CSI: 0.204
Max Web CSI: 0.075
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V2
Ply: 1
Qty:1
Wgt: 16.8 lbs
SEQN: 259822 / T78 / VAL
FROM:DRW:
.../...02/05/2021
4'5"
4'5"
4'5"
0"4 2'2"1214'3"2
A
B
CD
6
12
3X4(D1)
1.5X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*76 /-/-/46 /16 /16
Wind reactions based on MWFRS
D Brg Width = 77.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 46 -118
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 247 -28
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - C 281 -150
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.012C - -
HORZ(TL): 0.023C - -
Creep Factor: 2.0
Max TC CSI: 0.618
Max BC CSI: 0.403
Max Web CSI: 0.180
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V3
Ply: 1
Qty:1
Wgt: 23.8 lbs
SEQN: 259825 / T37 / VAL
FROM:DRW:
.../...02/05/2021
6'5"
6'5"
6'5"
0"4 3'2"1213'3"2
A
B
CD
6
12
3X4(D1)
2X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*76 /-/-/46 /16 /16
Wind reactions based on MWFRS
D Brg Width = 77.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 46 -118
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 247 -28
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - C 281 -150
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.03 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.012C - -
HORZ(TL): 0.023C - -
Creep Factor: 2.0
Max TC CSI: 0.618
Max BC CSI: 0.403
Max Web CSI: 0.180
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V3
Ply: 1
Qty:1
Wgt: 23.8 lbs
SEQN: 259825 / T37 / VAL
FROM:DRW:
.../...02/05/2021
6'5"
6'5"
6'5"
0"4 3'2"1213'3"2
A
B
CD
6
12
3X4(D1)
2X4
1.5X6
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F*76 /-/-/47 /17 /17
Wind reactions based on MWFRS
F Brg Width = 101 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 58 -278
Chords Tens.Comp.
B - C 34 -79
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 319 -47
Chords Tens.Comp.
E - D 334 -51
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 441 -265
Webs Tens.Comp.
C - D 150 -80
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.011E 999 360
VERT(CL): 0.020E 999 240
HORZ(LL): 0.003E - -
HORZ(TL): 0.005E - -
Creep Factor: 2.0
Max TC CSI: 0.261
Max BC CSI: 0.193
Max Web CSI: 0.078
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V4
Ply: 1
Qty:1
Wgt: 36.4 lbs
SEQN: 259828 / T8 / VAL
FROM:DRW:
.../...02/05/2021
8'5"
4'7"15
4'7"15
8'5"
3'9"1
4'7"15
4'7"15
8'5"
3'9"1
0"4 4'2"1212'3"2
A
B
C
D
E
F
6
12
3X4(D1)
1.5X4
1.5X4
1.5X4
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F*76 /-/-/47 /17 /17
Wind reactions based on MWFRS
F Brg Width = 101 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 58 -278
Chords Tens.Comp.
B - C 34 -79
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 319 -47
Chords Tens.Comp.
E - D 334 -51
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 441 -265
Webs Tens.Comp.
C - D 150 -80
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.011E 999 360
VERT(CL): 0.020E 999 240
HORZ(LL): 0.003E - -
HORZ(TL): 0.005E - -
Creep Factor: 2.0
Max TC CSI: 0.261
Max BC CSI: 0.193
Max Web CSI: 0.078
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V4
Ply: 1
Qty:1
Wgt: 36.4 lbs
SEQN: 259828 / T8 / VAL
FROM:DRW:
.../...02/05/2021
8'5"
4'7"15
4'7"15
8'5"
3'9"1
4'7"15
4'7"15
8'5"
3'9"1
0"4 4'2"1212'3"2
A
B
C
D
E
F
6
12
3X4(D1)
1.5X4
1.5X4
1.5X4
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*75 /-/-/31 /9 /4
Wind reactions based on MWFRS
D Brg Width = 42.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 179 -142
Chords Tens.Comp.
B - C 178 -142
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 141 -142
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.41 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 999 360
VERT(CL): 0.005 999 240
HORZ(LL):-0.001 - -
HORZ(TL): 0.002 - -
Creep Factor: 2.0
Max TC CSI: 0.050
Max BC CSI: 0.074
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V5
Ply: 1
Qty:1
Wgt: 11.2 lbs
SEQN: 259950 / T82 / VAL
FROM:DRW:
.../...02/05/2021
3'6"
1'9"
1'9"
3'6"
1'9"
3'6"
3'6"
0"410"1214'9"10
A
B
C
D
6
12
3X4(D1)3X4 3X4(D1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*75 /-/-/31 /9 /4
Wind reactions based on MWFRS
D Brg Width = 42.0 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 179 -142
Chords Tens.Comp.
B - C 178 -142
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 141 -142
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.41 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003 999 360
VERT(CL): 0.005 999 240
HORZ(LL):-0.001 - -
HORZ(TL): 0.002 - -
Creep Factor: 2.0
Max TC CSI: 0.050
Max BC CSI: 0.074
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:V5
Ply: 1
Qty:1
Wgt: 11.2 lbs
SEQN: 259950 / T82 / VAL
FROM:DRW:
.../...02/05/2021
3'6"
1'9"
1'9"
3'6"
1'9"
3'6"
3'6"
0"410"1214'9"10
A
B
C
D
6
12
3X4(D1)3X4 3X4(D1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 412 /-/-/280 /85 /157
D 129 /-/-/68 /-/-
C 168 /-/-/97 /109 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 75 -171
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.009D - -
HORZ(TL): 0.016D - -
Creep Factor: 2.0
Max TC CSI: 0.955
Max BC CSI: 0.519
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J1
Ply: 1
Qty:31
Wgt: 26.6 lbs
SEQN: 259636 / T41 / EJAC
FROM:DRW:
.../...02/05/2021
7'
7'2'
6"6 4'0"64'9"1510'
13'8"14
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 412 /-/-/280 /85 /157
D 129 /-/-/68 /-/-
C 168 /-/-/97 /109 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 75 -171
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.009D - -
HORZ(TL): 0.016D - -
Creep Factor: 2.0
Max TC CSI: 0.955
Max BC CSI: 0.519
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J1
Ply: 1
Qty:31
Wgt: 26.6 lbs
SEQN: 259636 / T41 / EJAC
FROM:DRW:
.../...02/05/2021
7'
7'2'
6"6 4'0"64'9"1510'
13'8"14
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4(B1) except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 412 /-/-/280 /85 /157
E 123 /-/-/71 /1 /-
D 154 /-/-/93 /91 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 119 -266
Chords Tens.Comp.
C - D 69 -146
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 178 -361
C - G 84 -48
Chords Tens.Comp.
H - F 0 0
G - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 579 -274
Webs Tens.Comp.
H - G 251 -458
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.114F 730 360
VERT(CL): 0.187F 442 240
HORZ(LL): 0.038G - -
HORZ(TL): 0.068G - -
Creep Factor: 2.0
Max TC CSI: 0.686
Max BC CSI: 0.468
Max Web CSI: 0.102
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J2
Ply: 1
Qty:4
Wgt: 35.0 lbs
SEQN: 259664 / T47 / EJAC
FROM:DRW:
.../...02/05/2021
1'7"1
1'7"1
2'2"12
7"11
2'8"
5"4
7'
4'4"2'
6"6 1'3'0"64'0"64'9"15HB 4'7"8
10'
11'
13'8"14
A
B
C
D
E
FGH
6
12
3X6
3X4
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4(B1) except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 412 /-/-/280 /85 /157
E 123 /-/-/71 /1 /-
D 154 /-/-/93 /91 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 119 -266
Chords Tens.Comp.
C - D 69 -146
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 178 -361
C - G 84 -48
Chords Tens.Comp.
H - F 0 0
G - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 579 -274
Webs Tens.Comp.
H - G 251 -458
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.114F 730 360
VERT(CL): 0.187F 442 240
HORZ(LL): 0.038G - -
HORZ(TL): 0.068G - -
Creep Factor: 2.0
Max TC CSI: 0.686
Max BC CSI: 0.468
Max Web CSI: 0.102
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J2
Ply: 1
Qty:4
Wgt: 35.0 lbs
SEQN: 259664 / T47 / EJAC
FROM:DRW:
.../...02/05/2021
1'7"1
1'7"1
2'2"12
7"11
2'8"
5"4
7'
4'4"2'
6"6 1'3'0"64'0"64'9"15HB 4'7"8
10'
11'
13'8"14
A
B
C
D
E
FGH
6
12
3X6
3X4
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 344 /-/-/241 /78 /120
E 74 /-/-/40 /-/-
D 112 /-/-/65 /66 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1 -107
Chords Tens.Comp.
C - D 50 -110
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 23 -45
C - G 56 -14
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 62 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.037F 999 360
VERT(CL): 0.060F 977 240
HORZ(LL): 0.018G - -
HORZ(TL): 0.031G - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.167
Max Web CSI: 0.067
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J3
Ply: 1
Qty:1
Wgt: 23.8 lbs
SEQN: 259686 / T42 / EJAC
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
2'2"12
4"3
2'8"
5"4
4'11"8
2'3"82'
6"6 1'2'0"23'0"23'9"11HB 2'7"
10'
11'
12'8"10
A
B
C
D
E
FGH
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 344 /-/-/241 /78 /120
E 74 /-/-/40 /-/-
D 112 /-/-/65 /66 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 1 -107
Chords Tens.Comp.
C - D 50 -110
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 23 -45
C - G 56 -14
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 62 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.037F 999 360
VERT(CL): 0.060F 977 240
HORZ(LL): 0.018G - -
HORZ(TL): 0.031G - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.167
Max Web CSI: 0.067
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J3
Ply: 1
Qty:1
Wgt: 23.8 lbs
SEQN: 259686 / T42 / EJAC
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
2'2"12
4"3
2'8"
5"4
4'11"8
2'3"82'
6"6 1'2'0"23'0"23'9"11HB 2'7"
10'
11'
12'8"10
A
B
C
D
E
FGH
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 93 /-/-/68 /27 /-
E 69 /-/180 /45 /4 /125
D 172 /-/180 /97 /50 /93
Wind reactions based on MWFRS
I Brg Width = -Min Req =-
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 8 0
B - C 62 -25
Chords Tens.Comp.
C - D 238 -179
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - G 5 -3
H - E 305 -180
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 133 -76
H - C 74 0
Webs Tens.Comp.
H - G 43 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.013F 999 360
VERT(CL): 0.024F 999 240
HORZ(LL):-0.006G - -
HORZ(TL): 0.011G - -
Creep Factor: 2.0
Max TC CSI: 0.180
Max BC CSI: 0.219
Max Web CSI: 0.223
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J3A
Ply: 1
Qty:1
Wgt: 19.6 lbs
SEQN: 259692 / T45 / EJAC
FROM:DRW:
.../...02/05/2021
1'2"12
1'2"12
4'
2'9"4
1'8"8
1'8"8
4'
2'3"81"151'0"21'2'0"23'0"2HB 2'7"
10'
11'
12'8"10
A B
C
D
E
FGHI
6
12
1.5X4
1.5X4
3X3
1.5X4(**)
1.5X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 93 /-/-/68 /27 /-
E 69 /-/180 /45 /4 /125
D 172 /-/180 /97 /50 /93
Wind reactions based on MWFRS
I Brg Width = -Min Req =-
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 8 0
B - C 62 -25
Chords Tens.Comp.
C - D 238 -179
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - G 5 -3
H - E 305 -180
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 133 -76
H - C 74 0
Webs Tens.Comp.
H - G 43 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.013F 999 360
VERT(CL): 0.024F 999 240
HORZ(LL):-0.006G - -
HORZ(TL): 0.011G - -
Creep Factor: 2.0
Max TC CSI: 0.180
Max BC CSI: 0.219
Max Web CSI: 0.223
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J3A
Ply: 1
Qty:1
Wgt: 19.6 lbs
SEQN: 259692 / T45 / EJAC
FROM:DRW:
.../...02/05/2021
1'2"12
1'2"12
4'
2'9"4
1'8"8
1'8"8
4'
2'3"81"151'0"21'2'0"23'0"2HB 2'7"
10'
11'
12'8"10
A B
C
D
E
FGHI
6
12
1.5X4
1.5X4
3X3
1.5X4(**)
1.5X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 314 /-/-/226 /76 /103
D 72 /-/-/37 /-/-
C 79 /-/-/40 /56 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 35 -94
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.146
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J5
Ply: 1
Qty:1
Wgt: 15.4 lbs
SEQN: 259645 / T75 / EJAC
FROM:DRW:
.../...02/05/2021
4'
4'2'
6"6 2'6"63'3"1513'
15'2"14
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 314 /-/-/226 /76 /103
D 72 /-/-/37 /-/-
C 79 /-/-/40 /56 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 35 -94
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.146
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:J5
Ply: 1
Qty:1
Wgt: 15.4 lbs
SEQN: 259645 / T75 / EJAC
FROM:DRW:
.../...02/05/2021
4'
4'2'
6"6 2'6"63'3"1513'
15'2"14
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 502 /-/-/-/154 /-
E 314 /-/-/-/23 /-
D 241 /-/-/-/115 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -21
B - C 134 -575
Chords Tens.Comp.
C - D 80 -78
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 512 -115
G - F 508 -119
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 89 0
Webs Tens.Comp.
C - F 130 -555
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.027G 999 360
VERT(CL): 0.050G 999 240
HORZ(LL):-0.010D - -
HORZ(TL): 0.018D - -
Creep Factor: 2.0
Max TC CSI: 0.767
Max BC CSI: 0.591
Max Web CSI: 0.264
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ1
Ply: 1
Qty:4
Wgt: 43.4 lbs
SEQN: 259661 / T50 / HIP_
FROM:DRW:
.../...02/05/2021
5'2"11
5'2"11
9'10"13
4'8"1
5'0"15
5'0"15
9'7"6
4'6"6
9'10"13
3"72'9"15
6"2 4'0"24'9"1110'
13'8"10
A
B
C
D
E FG
4.24 12
3X4(B1)
1.5X4
3X4
3X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 502 /-/-/-/154 /-
E 314 /-/-/-/23 /-
D 241 /-/-/-/115 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -21
B - C 134 -575
Chords Tens.Comp.
C - D 80 -78
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 512 -115
G - F 508 -119
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 89 0
Webs Tens.Comp.
C - F 130 -555
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.027G 999 360
VERT(CL): 0.050G 999 240
HORZ(LL):-0.010D - -
HORZ(TL): 0.018D - -
Creep Factor: 2.0
Max TC CSI: 0.767
Max BC CSI: 0.591
Max Web CSI: 0.264
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ1
Ply: 1
Qty:4
Wgt: 43.4 lbs
SEQN: 259661 / T50 / HIP_
FROM:DRW:
.../...02/05/2021
5'2"11
5'2"11
9'10"13
4'8"1
5'0"15
5'0"15
9'7"6
4'6"6
9'10"13
3"72'9"15
6"2 4'0"24'9"1110'
13'8"10
A
B
C
D
E FG
4.24 12
3X4(B1)
1.5X4
3X4
3X3
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 502 /-/-/-/154 /-
F 450 /-/-/-/84 /-
E 105 /-/-/-/54 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
F Brg Width = 1.5 Min Req =-
E Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -21
B - C 94 -346
Chords Tens.Comp.
C - D 193 -766
D - E 35 -68
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 265 -72
C - J 656 -159
K - I 0 0
Chords Tens.Comp.
J - H 698 -166
H - G 682 -167
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 101 -343
K - J 253 -54
Webs Tens.Comp.
H - D 296 0
D - G 206 -839
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.124I 943 360
VERT(CL): 0.226I 519 240
HORZ(LL): 0.033G - -
HORZ(TL): 0.060G - -
Creep Factor: 2.0
Max TC CSI: 0.767
Max BC CSI: 0.625
Max Web CSI: 0.083
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ2
Ply: 1
Qty:1
Wgt: 49.0 lbs
SEQN: 259683 / T61 / HIP_
FROM:DRW:
.../...02/05/2021
7'2"11
7'2"11
9'10"13
2'8"2
2'3"3
2'3"3
3'2"9
11"6
3'7"13
5"4
7'0"15
3'5"2
9'6"12
2'5"13
9'10"13
4"12'9"15
6"2 1'3'0"24'0"24'9"1110'
11'
13'8"10
A
B
C
D
E
FGH
IJK
4.24 12
3X4(B1)
3X8
1.5X4
1.5X4 2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 502 /-/-/-/154 /-
F 450 /-/-/-/84 /-
E 105 /-/-/-/54 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
F Brg Width = 1.5 Min Req =-
E Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -21
B - C 94 -346
Chords Tens.Comp.
C - D 193 -766
D - E 35 -68
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 265 -72
C - J 656 -159
K - I 0 0
Chords Tens.Comp.
J - H 698 -166
H - G 682 -167
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 101 -343
K - J 253 -54
Webs Tens.Comp.
H - D 296 0
D - G 206 -839
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.124I 943 360
VERT(CL): 0.226I 519 240
HORZ(LL): 0.033G - -
HORZ(TL): 0.060G - -
Creep Factor: 2.0
Max TC CSI: 0.767
Max BC CSI: 0.625
Max Web CSI: 0.083
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ2
Ply: 1
Qty:1
Wgt: 49.0 lbs
SEQN: 259683 / T61 / HIP_
FROM:DRW:
.../...02/05/2021
7'2"11
7'2"11
9'10"13
2'8"2
2'3"3
2'3"3
3'2"9
11"6
3'7"13
5"4
7'0"15
3'5"2
9'6"12
2'5"13
9'10"13
4"12'9"15
6"2 1'3'0"24'0"24'9"1110'
11'
13'8"10
A
B
C
D
E
FGH
IJK
4.24 12
3X4(B1)
3X8
1.5X4
1.5X4 2X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 4-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 364 /-/-/-/120 /-
E 150 /-/-/-/18 /-
D 92 /-/-/-/39 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -21
B - C 41 -158
Chords Tens.Comp.
C - D 31 -19
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 113 -23
H - F 214 -50
Chords Tens.Comp.
I - G 0 0
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - I 36 0
H - C 44 0
Webs Tens.Comp.
C - F 58 -247
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018G 999 360
VERT(CL): 0.032G 999 240
HORZ(LL): 0.009F - -
HORZ(TL): 0.015F - -
Creep Factor: 2.0
Max TC CSI: 0.767
Max BC CSI: 0.234
Max Web CSI: 0.262
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ3
Ply: 1
Qty:2
Wgt: 33.6 lbs
SEQN: 259697 / T66 / HIP_
FROM:DRW:
.../...02/05/2021
5'2"4
5'2"4
7'0"2
1'9"15
5'5"12
5'5"12
6'8"15
1'3"3
7'0"2
3"4
2'9"15
6"2 1'1'11"142'11"143'9"710'
11'
12'8"6
A
B
C
D
E F
GHI
4.24 12
3X4(B1)3X3
1.5X4
3X4
3X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 4-11-8 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 364 /-/-/-/120 /-
E 150 /-/-/-/18 /-
D 92 /-/-/-/39 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 -21
B - C 41 -158
Chords Tens.Comp.
C - D 31 -19
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 113 -23
H - F 214 -50
Chords Tens.Comp.
I - G 0 0
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - I 36 0
H - C 44 0
Webs Tens.Comp.
C - F 58 -247
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018G 999 360
VERT(CL): 0.032G 999 240
HORZ(LL): 0.009F - -
HORZ(TL): 0.015F - -
Creep Factor: 2.0
Max TC CSI: 0.767
Max BC CSI: 0.234
Max Web CSI: 0.262
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ3
Ply: 1
Qty:2
Wgt: 33.6 lbs
SEQN: 259697 / T66 / HIP_
FROM:DRW:
.../...02/05/2021
5'2"4
5'2"4
7'0"2
1'9"15
5'5"12
5'5"12
6'8"15
1'3"3
7'0"2
3"4
2'9"15
6"2 1'1'11"142'11"143'9"710'
11'
12'8"6
A
B
C
D
E F
GHI
4.24 12
3X4(B1)3X3
1.5X4
3X4
3X3
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -2.93 to 55 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 2.39
BC: From 0 plf at -2.93 to 4 plf at -0.10
BC: From 2 plf at 0.00 to 2 plf at 2.39
TC: 65 lb Conc. Load at -2.83
TC: -7 lb Conc. Load at 1.48
BC: 29 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 291 /-/-/-/148 /-
D 33 /-17 /-/0 /6 /-
C -/-94 /-/-/47 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 50 -19
Chords Tens.Comp.
B - C 27 -31
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.004D - -
HORZ(TL): 0.006D - -
Creep Factor: 2.0
Max TC CSI: 0.694
Max BC CSI: 0.166
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ4
Ply: 1
Qty:2
Wgt: 12.6 lbs
SEQN: 259941 / T87 / HIP_
FROM:DRW:
.../...02/05/2021
2'4"10
2'4"102'9"15
6"2 1'4"42'1"1310'
11'0"12
A
B
C
D
4.24 12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -2.93 to 55 plf at -0.10
TC: From 2 plf at -0.10 to 2 plf at 2.39
BC: From 0 plf at -2.93 to 4 plf at -0.10
BC: From 2 plf at 0.00 to 2 plf at 2.39
TC: 65 lb Conc. Load at -2.83
TC: -7 lb Conc. Load at 1.48
BC: 29 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 291 /-/-/-/148 /-
D 33 /-17 /-/0 /6 /-
C -/-94 /-/-/47 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 50 -19
Chords Tens.Comp.
B - C 27 -31
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.004D - -
HORZ(TL): 0.006D - -
Creep Factor: 2.0
Max TC CSI: 0.694
Max BC CSI: 0.166
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ4
Ply: 1
Qty:2
Wgt: 12.6 lbs
SEQN: 259941 / T87 / HIP_
FROM:DRW:
.../...02/05/2021
2'4"10
2'4"102'9"15
6"2 1'4"42'1"1310'
11'0"12
A
B
C
D
4.24 12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 367 /-/-/-/128 /-
D 27 /-/-/24 /-/-
C 84 /-/-/-/44 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 66 -25
Chords Tens.Comp.
B - C 28 -41
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.006D - -
HORZ(TL): 0.011D - -
Creep Factor: 2.0
Max TC CSI: 0.978
Max BC CSI: 0.312
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ5
Ply: 1
Qty:2
Wgt: 22.4 lbs
SEQN: 259935 / T76 / HIP_
FROM:DRW:
.../...02/05/2021
5'7"14
5'7"142'9"15
6"2 2'6"23'3"1113'
15'2"10
A
B
C
D
4.24 12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 367 /-/-/-/128 /-
D 27 /-/-/24 /-/-
C 84 /-/-/-/44 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 66 -25
Chords Tens.Comp.
B - C 28 -41
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS 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
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.006D - -
HORZ(TL): 0.011D - -
Creep Factor: 2.0
Max TC CSI: 0.978
Max BC CSI: 0.312
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:KJ5
Ply: 1
Qty:2
Wgt: 22.4 lbs
SEQN: 259935 / T76 / HIP_
FROM:DRW:
.../...02/05/2021
5'7"14
5'7"142'9"15
6"2 2'6"23'3"1113'
15'2"10
A
B
C
D
4.24 12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 313 /-/-/258 /129 /49
D 10 /-16 /-/17 /16 /-
C -/-95 /-/68 /93 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 115 -66
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.078
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C1
Ply: 1
Qty:10
Wgt: 8.4 lbs
SEQN: 259630 / T26 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"72'
6"6 1'0"101'10"210'
10'9"2
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 313 /-/-/258 /129 /49
D 10 /-16 /-/17 /16 /-
C -/-95 /-/68 /93 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 115 -66
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.078
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C1
Ply: 1
Qty:10
Wgt: 8.4 lbs
SEQN: 259630 / T26 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"72'
6"6 1'0"101'10"210'
10'9"2
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 43 /-/-/24 /1 /18
C 19 /-/-/10 /-/-
B 26 /-/-/16 /19 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 11 -36
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000B - -
HORZ(TL): 0.000B - -
Creep Factor: 2.0
Max TC CSI: 0.027
Max BC CSI: 0.008
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C1A
Ply: 1
Qty:1
Wgt: 5.6 lbs
SEQN: 259654 / T83 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"76"61'0"1010'
10'9"2
A
B
C
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 43 /-/-/24 /1 /18
C 19 /-/-/10 /-/-
B 26 /-/-/16 /19 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 11 -36
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000B - -
HORZ(TL): 0.000B - -
Creep Factor: 2.0
Max TC CSI: 0.027
Max BC CSI: 0.008
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C1A
Ply: 1
Qty:1
Wgt: 5.6 lbs
SEQN: 259654 / T83 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"76"61'0"1010'
10'9"2
A
B
C
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
D 53 /-/-/27 /-/-
C 44 /-/-/28 /37 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 20 -59
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002D - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.087
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C2
Ply: 1
Qty:8
Wgt: 14.0 lbs
SEQN: 259631 / T15 / JACK
FROM:DRW:
.../...02/05/2021
3'0"7
3'0"72'
6"6 2'0"102'10"210'
11'9"2
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
D 53 /-/-/27 /-/-
C 44 /-/-/28 /37 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 20 -59
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002D - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.087
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C2
Ply: 1
Qty:8
Wgt: 14.0 lbs
SEQN: 259631 / T15 / JACK
FROM:DRW:
.../...02/05/2021
3'0"7
3'0"72'
6"6 2'0"102'10"210'
11'9"2
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
D 92 /-/-/48 /-/-
C 112 /-/-/61 /75 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 50 -127
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.622
Max BC CSI: 0.249
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C3
Ply: 1
Qty:4
Wgt: 22.4 lbs
SEQN: 259632 / T14 / JACK
FROM:DRW:
.../...02/05/2021
5'0"7
5'0"72'
6"6 3'0"103'10"210'
12'9"2
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
D 92 /-/-/48 /-/-
C 112 /-/-/61 /75 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 50 -127
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.622
Max BC CSI: 0.249
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C3
Ply: 1
Qty:4
Wgt: 22.4 lbs
SEQN: 259632 / T14 / JACK
FROM:DRW:
.../...02/05/2021
5'0"7
5'0"72'
6"6 3'0"103'10"210'
12'9"2
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 313 /-/-/258 /129 /49
D 10 /-16 /-/17 /16 /-
C -/-95 /-/68 /93 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 115 -66
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.078
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C4
Ply: 1
Qty:10
Wgt: 8.4 lbs
SEQN: 259633 / T13 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"72'
6"6 1'0"101'10"210'
10'9"2
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 313 /-/-/258 /129 /49
D 10 /-16 /-/17 /16 /-
C -/-95 /-/68 /93 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 115 -66
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.078
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C4
Ply: 1
Qty:10
Wgt: 8.4 lbs
SEQN: 259633 / T13 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"72'
6"6 1'0"101'10"210'
10'9"2
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 43 /-/-/24 /1 /18
C 19 /-/-/10 /-/-
B 26 /-/-/16 /19 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 11 -36
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000B - -
HORZ(TL): 0.000B - -
Creep Factor: 2.0
Max TC CSI: 0.027
Max BC CSI: 0.008
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C4A
Ply: 1
Qty:1
Wgt: 5.6 lbs
SEQN: 259938 / T80 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"76"61'0"1010'
10'9"2
A
B
C
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 43 /-/-/24 /1 /18
C 19 /-/-/10 /-/-
B 26 /-/-/16 /19 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 11 -36
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000B - -
HORZ(TL): 0.000B - -
Creep Factor: 2.0
Max TC CSI: 0.027
Max BC CSI: 0.008
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C4A
Ply: 1
Qty:1
Wgt: 5.6 lbs
SEQN: 259938 / T80 / JACK
FROM:DRW:
.../...02/05/2021
1'0"7
1'0"76"61'0"1010'
10'9"2
A
B
C
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
D 53 /-/-/27 /-/-
C 44 /-/-/28 /37 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 20 -59
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002D - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.087
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C5
Ply: 1
Qty:8
Wgt: 14.0 lbs
SEQN: 259634 / T12 / JACK
FROM:DRW:
.../...02/05/2021
3'0"7
3'0"72'
6"6 2'0"102'10"210'
11'9"2
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
D 53 /-/-/27 /-/-
C 44 /-/-/28 /37 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 20 -59
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002D - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.087
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C5
Ply: 1
Qty:8
Wgt: 14.0 lbs
SEQN: 259634 / T12 / JACK
FROM:DRW:
.../...02/05/2021
3'0"7
3'0"72'
6"6 2'0"102'10"210'
11'9"2
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
D 92 /-/-/48 /-/-
C 112 /-/-/61 /75 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 50 -127
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.622
Max BC CSI: 0.249
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C6
Ply: 1
Qty:4
Wgt: 22.4 lbs
SEQN: 259635 / T11 / JACK
FROM:DRW:
.../...02/05/2021
5'0"7
5'0"72'
6"6 3'0"103'10"210'
12'9"2
A
B
C
D
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
D 92 /-/-/48 /-/-
C 112 /-/-/61 /75 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
Chords Tens.Comp.
B - C 50 -127
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.622
Max BC CSI: 0.249
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C6
Ply: 1
Qty:4
Wgt: 22.4 lbs
SEQN: 259635 / T11 / JACK
FROM:DRW:
.../...02/05/2021
5'0"7
5'0"72'
6"6 3'0"103'10"210'
12'9"2
A
B
C
D
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
E 36 /-/-/20 /4 /-
D 50 /-/-/28 /30 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 4 -65
Chords Tens.Comp.
C - D 22 -47
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 15 -9
C - G 10 -8
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 58 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005G 999 360
VERT(CL): 0.009G 999 240
HORZ(LL): 0.004G - -
HORZ(TL): 0.006G - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.088
Max Web CSI: 0.023
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C7
Ply: 1
Qty:1
Wgt: 18.2 lbs
SEQN: 259667 / T57 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
3'0"7
1'1"14
2'8"
2'8"
3'0"7
4"72'
6"6 1'1'0"102'0"102'10"2HB 7"15
10'
11'
11'9"2
A
B
C
D
EFGH
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
E 36 /-/-/20 /4 /-
D 50 /-/-/28 /30 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 4 -65
Chords Tens.Comp.
C - D 22 -47
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 15 -9
C - G 10 -8
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 58 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005G 999 360
VERT(CL): 0.009G 999 240
HORZ(LL): 0.004G - -
HORZ(TL): 0.006G - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.088
Max Web CSI: 0.023
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C7
Ply: 1
Qty:1
Wgt: 18.2 lbs
SEQN: 259667 / T57 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
3'0"7
1'1"14
2'8"
2'8"
3'0"7
4"72'
6"6 1'1'0"102'0"102'10"2HB 7"15
10'
11'
11'9"2
A
B
C
D
EFGH
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
E 75 /-/-/41 /-/-
D 114 /-/-/67 /67 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 0 -107
Chords Tens.Comp.
C - D 51 -112
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 25 -48
C - G 58 -15
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 63 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.040F 999 360
VERT(CL): 0.064F 933 240
HORZ(LL): 0.019G - -
HORZ(TL): 0.033G - -
Creep Factor: 2.0
Max TC CSI: 0.571
Max BC CSI: 0.175
Max Web CSI: 0.070
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C8
Ply: 1
Qty:1
Wgt: 26.6 lbs
SEQN: 259673 / T58 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
2'2"12
4"3
2'8"
5"4
5'0"7
2'4"72'
6"6 1'2'0"103'0"103'10"2HB 2'7"15
10'
11'
12'9"2
A
B
C
D
E
FGH
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
E 75 /-/-/41 /-/-
D 114 /-/-/67 /67 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 0 -107
Chords Tens.Comp.
C - D 51 -112
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 25 -48
C - G 58 -15
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 63 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.040F 999 360
VERT(CL): 0.064F 933 240
HORZ(LL): 0.019G - -
HORZ(TL): 0.033G - -
Creep Factor: 2.0
Max TC CSI: 0.571
Max BC CSI: 0.175
Max Web CSI: 0.070
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C8
Ply: 1
Qty:1
Wgt: 26.6 lbs
SEQN: 259673 / T58 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
2'2"12
4"3
2'8"
5"4
5'0"7
2'4"72'
6"6 1'2'0"103'0"103'10"2HB 2'7"15
10'
11'
12'9"2
A
B
C
D
E
FGH
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
E 36 /-/-/20 /4 /-
D 50 /-/-/28 /30 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 4 -65
Chords Tens.Comp.
C - D 22 -47
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 15 -9
C - G 10 -8
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 58 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005G 999 360
VERT(CL): 0.009G 999 240
HORZ(LL): 0.004G - -
HORZ(TL): 0.006G - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.088
Max Web CSI: 0.023
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C9
Ply: 1
Qty:1
Wgt: 18.2 lbs
SEQN: 259670 / T55 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
3'0"7
1'1"14
2'8"
2'8"
3'0"7
4"72'
6"6 1'1'0"102'0"102'10"2HB 7"15
10'
11'
11'9"2
A
B
C
D
EFGH
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 290 /-/-/214 /76 /85
E 36 /-/-/20 /4 /-
D 50 /-/-/28 /30 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 4 -65
Chords Tens.Comp.
C - D 22 -47
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 15 -9
C - G 10 -8
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 58 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005G 999 360
VERT(CL): 0.009G 999 240
HORZ(LL): 0.004G - -
HORZ(TL): 0.006G - -
Creep Factor: 2.0
Max TC CSI: 0.572
Max BC CSI: 0.088
Max Web CSI: 0.023
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C9
Ply: 1
Qty:1
Wgt: 18.2 lbs
SEQN: 259670 / T55 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
3'0"7
1'1"14
2'8"
2'8"
3'0"7
4"72'
6"6 1'1'0"102'0"102'10"2HB 7"15
10'
11'
11'9"2
A
B
C
D
EFGH
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
/A GREAT HOME / /OLIVA MODEL G-LEFTOLIVA MODEL G-LEFT /A GREAT HOME / /OLIVA MODEL G-LEFT
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
E 75 /-/-/41 /-/-
D 114 /-/-/67 /67 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 0 -107
Chords Tens.Comp.
C - D 51 -112
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 25 -48
C - G 58 -15
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 63 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.040F 999 360
VERT(CL): 0.064F 933 240
HORZ(LL): 0.019G - -
HORZ(TL): 0.033G - -
Creep Factor: 2.0
Max TC CSI: 0.571
Max BC CSI: 0.175
Max Web CSI: 0.070
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C10
Ply: 1
Qty:1
Wgt: 26.6 lbs
SEQN: 259676 / T60 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
2'2"12
4"3
2'8"
5"4
5'0"7
2'4"72'
6"6 1'2'0"103'0"103'10"2HB 2'7"15
10'
11'
12'9"2
A
B
C
D
E
FGH
6
12
3X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 346 /-/-/243 /78 /122
E 75 /-/-/41 /-/-
D 114 /-/-/67 /67 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 56 0
B - C 0 -107
Chords Tens.Comp.
C - D 51 -112
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 25 -48
C - G 58 -15
Chords Tens.Comp.
G - E 0 0
H - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 63 -1
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.040F 999 360
VERT(CL): 0.064F 933 240
HORZ(LL): 0.019G - -
HORZ(TL): 0.033G - -
Creep Factor: 2.0
Max TC CSI: 0.571
Max BC CSI: 0.175
Max Web CSI: 0.070
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:C10
Ply: 1
Qty:1
Wgt: 26.6 lbs
SEQN: 259676 / T60 / JACK
FROM:DRW:
.../...02/05/2021
1'10"9
1'10"9
2'2"12
4"3
2'8"
5"4
5'0"7
2'4"72'
6"6 1'2'0"103'0"103'10"2HB 2'7"15
10'
11'
12'9"2
A
B
C
D
E
FGH
6
12
3X4(B1)
PDF created with pdfFactory Pro trial version www.pdffactory.com
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Plating Notes
All plates are 2X4(A1) except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*72 /-/-/44 /28 /8
Wind reactions based on MWFRS
B Brg Width = 42.3 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 10 0
B - C 112 -101
Chords Tens.Comp.
C - D 112 -101
D - E 10 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 77 -43
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.39 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000C 999 360
VERT(CL): 0.001C 999 240
HORZ(LL):-0.000 - -
HORZ(TL): 0.000 - -
Creep Factor: 2.0
Max TC CSI: 0.019
Max BC CSI: 0.030
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:P1
Ply: 1
Qty:7
Wgt: 14.0 lbs
SEQN: 259973 / T35 / GABL
FROM:DRW:
.../...02/05/2021
3'6"6
1'9"3
1'9"3
3'6"6
1'9"3
3'6"6
3'6"63"8 3"8
4"31'2"121'4"420'1"2A
B
C
D
E
6
12
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Plating Notes
All plates are 2X4(A1) except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*72 /-/-/44 /28 /8
Wind reactions based on MWFRS
B Brg Width = 42.3 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 10 0
B - C 112 -101
Chords Tens.Comp.
C - D 112 -101
D - E 10 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 77 -43
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.39 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000C 999 360
VERT(CL): 0.001C 999 240
HORZ(LL):-0.000 - -
HORZ(TL): 0.000 - -
Creep Factor: 2.0
Max TC CSI: 0.019
Max BC CSI: 0.030
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:P1
Ply: 1
Qty:7
Wgt: 14.0 lbs
SEQN: 259973 / T35 / GABL
FROM:DRW:
.../...02/05/2021
3'6"6
1'9"3
1'9"3
3'6"6
1'9"3
3'6"6
3'6"63"8 3"8
4"31'2"121'4"420'1"2A
B
C
D
E
6
12
3X4
PDF created with pdfFactory Pro trial version www.pdffactory.com
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Plating Notes
All plates are 2X4(A1) except as noted.
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.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*72 /-/-/40 /38 /7
Wind reactions based on MWFRS
B Brg Width = 42.3 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 10 0
B - C 231 -117
C - D 216 -95
Chords Tens.Comp.
D - E 232 -117
E - F 10 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 95 -135
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 20.60 ft
TCDL: 4.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001D 999 360
VERT(CL): 0.001D 999 240
HORZ(LL):-0.000 - -
HORZ(TL): 0.000 - -
Creep Factor: 2.0
Max TC CSI: 0.041
Max BC CSI: 0.030
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:P2
Ply: 1
Qty:1
Wgt: 14.0 lbs
SEQN: 259976 / T39 / GABL
FROM:DRW:
.../...02/05/2021
3'6"6
1'0"11
1'0"11
2'5"11
1'5"
3'6"6
1'0"11
3'6"6
3'6"63"8 3"8
4"310"81'20'1"2A
B
C D
E
F
6
12
3X4 3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (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 suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Plating Notes
All plates are 2X4(A1) except as noted.
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.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*72 /-/-/40 /38 /7
Wind reactions based on MWFRS
B Brg Width = 42.3 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 10 0
B - C 231 -117
C - D 216 -95
Chords Tens.Comp.
D - E 232 -117
E - F 10 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 95 -135
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 7-16
Speed:160 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 20.60 ft
TCDL: 4.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001D 999 360
VERT(CL): 0.001D 999 240
HORZ(LL):-0.000 - -
HORZ(TL): 0.000 - -
Creep Factor: 2.0
Max TC CSI: 0.041
Max BC CSI: 0.030
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0060
/A GREAT HOME / /OLIVA MODEL G-LEFT
Truss Label:P2
Ply: 1
Qty:1
Wgt: 14.0 lbs
SEQN: 259976 / T39 / GABL
FROM:DRW:
.../...02/05/2021
3'6"6
1'0"11
1'0"11
2'5"11
1'5"
3'6"6
1'0"11
3'6"6
3'6"63"8 3"8
4"310"81'20'1"2A
B
C D
E
F
6
12
3X4 3X4
PDF created with pdfFactory Pro trial version www.pdffactory.com