HomeMy WebLinkAboutREVISED TRUSS PLANS - M19-00021 - Page - 2428 Little Town Dr - New SFRLUS24
LUS24
THJA26
THJA26
THJA26
HUS28LUS26
L U S 24
LUS24
L U S 24
L U S 24
LUS26
LUS24
L U S 26LUS24
L U S 24
LUS24
LUS26
LUS24
L U S 24
HH
U S 2 8 -2
L U S 26
LUS26
L U S 24
HUS26
L U S 26
LUS24
HUS26
HUS26
L U S 24
LUS26
HUS26
L U S 24
HU
S2
6
L U S 24
L U S 24LUS26LUS24
L U S 24 LUS24
LUS26 L U S 24
LUS24
LUS24
L U S 24
LUS26
LUS24
LUS24
L U S 24
HH
U S 2 8 -2
HU
S2
6
HUS26
L U S 26
L U S 24
LUS24
L U S 24
T H J A2
6
HGUS28-2
32
'11
"6
35
'6"
13
'9"
13
'3 "8
4 '1 "12
5'
4 '1 "12
10'2"14
15
'3"
3'
3'
3'3'
40'5"
20'
18'1"
22
'
16'8"26'4"
29
'10
"
30
'2 "1
11'6"
11
'
12'17'10"12
4 '10
"
37
'10
"
15'
13
'6 "8
8'
8'
43'
20'17'
10'6"9'3"
4 '9"
17
'3 "15
STAIRS
C .L .
O
F 66
"
W I ND
OW
BE
A
M D O WN
VAULT
C A N T I L EV
E
R
LADDER FRAME BY OTHERS
5:12 VAULT
CANTILEVER
12" COFFERFURR ASNEEDED
FIELD FRAMEGABLE END
FIELD FRAMEGABLE END
VAULT
B 06
B C 03
E02
E02
B11
E02(6)
J 02
J02
J 02
J02
J 01
J01
J 01
J01
J 03
J03
J03
J 03
D 01
D 02
J C 01 J C 01
HD
D 03
(3)
D 04
(3)
D 05
A 11
C01
C04
C05
C06
C07
CC3
CC2
C02(6)
C03(8)
F01
F03
F02(5)
CC1(16)
H01
H02
H03
G03
G05
G02(2)
G04(2)
J 01
J01
J02A
J 0 2A
B 01
B 02
B 03
B 04
B 05
JC02
J03A
J 0 3A
HB
J02
J 02
J01
J 01
J03
J 03JC01B07
B08
B09
BC01
BC02
J 05
A 01
A 02
A 03
A 04
A 05
A C 01
A C 02
A C 03
A C 04
A C 05
A 06
(2)
A 07
(3)
A 08
(3)
A 09
A 10
(8)
B10(2)
A C 06
(2)
A C 07
(3)
J04(4)
J04(3)
J 04
(2)
J04A(2)
PAGE NO:
1 OF 1
JOB NO:
MAQ190012
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.75" o.c.Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at 0.00 to 68 plf at 12.00 TC: From 17 plf at 12.00 to 17 plf at 21.71 BC: From 20 plf at 0.00 to 20 plf at 6.96
BC: From 5 plf at 6.96 to 5 plf at 21.54 BC: From 10 plf at 21.54 to 10 plf at 21.71 BC: 537 lb Conc. Load at 6.96, 8.96
BC: 524 lb Conc. Load at 10.96 BC: 1921 lb Conc. Load at 11.85
BC: 1026 lb Conc. Load at 13.85,15.85,17.85,19.85
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=21'5"9 uses the followingsupport conditions: 21'5"9Bearing G (21'5"9, 10'1"2) HHUS28-2 Supporting Member: (2)2x8 DF-L SS (22) 0.148"x3" nails into supporting member, (8) 0.148"x3" nails into supported
member.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 5023 /-/-/843 /536 /345
G 3799 /-/-/305 /202 /-
Wind reactions based on MWFRS
K Brg Width = 5.5 Min Req =2.3
G Brg Width = -Min Req =-
Bearing K is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 263 -85
B - C 127-1146
C - D 63 -845
Chords Tens.Comp.
D - E 77 -974
E - F 14 -41
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - K 93 -144
K - J 9 -169
J - I 9 -169
Chords Tens.Comp.
I - H 827 -83
H - G 697 -53
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 243-1925
B - I 1293 -127
C - I 494 -152
C - H 104 0
Webs Tens.Comp.
H - D 47 -460
H - E 1898 -133
E - G 121 -1583
F - G 14 -79
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.046D 999 240
VERT(CL): 0.077D 999 240
HORZ(LL): 0.024C - -
HORZ(TL): 0.041C - -
Creep Factor: 2.0
Max TC CSI: 0.275
Max BC CSI: 0.654
Max Web CSI: 0.838
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A01
Ply: 2
Qty:1
Wgt: 400.4 lbs
SEQN: 7700 / T5 / SPEC
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
W1
(a)
A
B
C D
E F
GHIJK
10
12
3X4(A1)
3X4
4X8
4X6
4X6
4X8(R)6X10
4X6
6X12
2X3
3X6(R)
6'4"2 15'4"7
(J)Supporting Member: (2) 2x6 DF-L #2
6'6"14
6'6"14
12'
5'5"2
15'9"8
3'9"8
16'6"2
8"10
21'8"9
5'2"7
6'6"146'6"14 12'5'5"2 15'9"83'9"8 21'8"95'11"1
4"13
11
'
10
'4 "13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.75" o.c.Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at 0.00 to 68 plf at 12.00 TC: From 17 plf at 12.00 to 17 plf at 21.71 BC: From 20 plf at 0.00 to 20 plf at 6.96
BC: From 5 plf at 6.96 to 5 plf at 21.54 BC: From 10 plf at 21.54 to 10 plf at 21.71 BC: 537 lb Conc. Load at 6.96, 8.96
BC: 524 lb Conc. Load at 10.96 BC: 1921 lb Conc. Load at 11.85
BC: 1026 lb Conc. Load at 13.85,15.85,17.85,19.85
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=21'5"9 uses the followingsupport conditions: 21'5"9Bearing G (21'5"9, 10'1"2) HHUS28-2 Supporting Member: (2)2x8 DF-L SS (22) 0.148"x3" nails into supporting member, (8) 0.148"x3" nails into supported
member.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 5023 /-/-/843 /536 /345
G 3799 /-/-/305 /202 /-
Wind reactions based on MWFRS
K Brg Width = 5.5 Min Req =2.3
G Brg Width = -Min Req =-
Bearing K is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 263 -85
B - C 127-1146
C - D 63 -845
Chords Tens.Comp.
D - E 77 -974
E - F 14 -41
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - K 93 -144
K - J 9 -169
J - I 9 -169
Chords Tens.Comp.
I - H 827 -83
H - G 697 -53
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 243-1925
B - I 1293 -127
C - I 494 -152
C - H 104 0
Webs Tens.Comp.
H - D 47 -460
H - E 1898 -133
E - G 121 -1583
F - G 14 -79
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.046D 999 240
VERT(CL): 0.077D 999 240
HORZ(LL): 0.024C - -
HORZ(TL): 0.041C - -
Creep Factor: 2.0
Max TC CSI: 0.275
Max BC CSI: 0.654
Max Web CSI: 0.838
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A01
Ply: 2
Qty:1
Wgt: 400.4 lbs
SEQN: 7700 / T5 / SPEC
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
W1
(a)
A
B
C D
E F
GHIJK
10
12
3X4(A1)
3X4
4X8
4X6
4X6
4X8(R)6X10
4X6
6X12
2X3
3X6(R)
6'4"2 15'4"7
(J)Supporting Member: (2) 2x6 DF-L #2
6'6"14
6'6"14
12'
5'5"2
15'9"8
3'9"8
16'6"2
8"10
21'8"9
5'2"7
6'6"146'6"14 12'5'5"2 15'9"83'9"8 21'8"95'11"1
4"13
11
'
10
'4 "13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=21'5"9 uses the following
support conditions: 21'5"9Bearing G (21'5"9, 10'1"2) LUS24 Supporting Member: (2)2x8 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1369 /-/-/865 /-/287
G 617 /-/-/282 /26 /-
Wind reactions based on MWFRS
K Brg Width = 5.5 Min Req =1.5
G Brg Width = -Min Req =-
Bearing K is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 525 -170
B - C 10 -402
C - D 45 -357
Chords Tens.Comp.
D - E 36 -191
E - F 36 -190
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - K 182 -283
K - J 0 -328
J - I 0 -328
Chords Tens.Comp.
I - H 204 -112
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 94-1198
B - I 535 0
D - I 35 -265
D - H 206 -37
Webs Tens.Comp.
E - H 0 -336
H - F 490 -92
F - G 69 -578
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018K 999 240
VERT(CL): 0.032K 999 240
HORZ(LL):-0.005D - -
HORZ(TL): 0.010B - -
Creep Factor: 2.0
Max TC CSI: 0.560
Max BC CSI: 0.222
Max Web CSI: 0.683
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A02
Ply: 1
Qty:1
Wgt: 175.0 lbs
SEQN: 7647 / T11 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)(a)
A
B C
D E F
GHIJK
10
12
3X4(B1)
2X3
3X6
3X4
3X4
6X6
3X4
2X3
3X8
3X4
2X3
6'4"2 15'4"7
(J)Supporting Member: (2)
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=21'5"9 uses the following
support conditions: 21'5"9Bearing G (21'5"9, 10'1"2) LUS24 Supporting Member: (2)2x8 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1369 /-/-/865 /-/287
G 617 /-/-/282 /26 /-
Wind reactions based on MWFRS
K Brg Width = 5.5 Min Req =1.5
G Brg Width = -Min Req =-
Bearing K is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 525 -170
B - C 10 -402
C - D 45 -357
Chords Tens.Comp.
D - E 36 -191
E - F 36 -190
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - K 182 -283
K - J 0 -328
J - I 0 -328
Chords Tens.Comp.
I - H 204 -112
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 94-1198
B - I 535 0
D - I 35 -265
D - H 206 -37
Webs Tens.Comp.
E - H 0 -336
H - F 490 -92
F - G 69 -578
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018K 999 240
VERT(CL): 0.032K 999 240
HORZ(LL):-0.005D - -
HORZ(TL): 0.010B - -
Creep Factor: 2.0
Max TC CSI: 0.560
Max BC CSI: 0.222
Max Web CSI: 0.683
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A02
Ply: 1
Qty:1
Wgt: 175.0 lbs
SEQN: 7647 / T11 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)(a)
A
B C
D E F
GHIJK
10
12
3X4(B1)
2X3
3X6
3X4
3X4
6X6
3X4
2X3
3X8
3X4
2X3
6'4"2 15'4"7
(J)Supporting Member: (2)
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=21'5"9 uses the following
support conditions: 21'5"9Bearing G (21'5"9, 10'1"2) LUS24 Supporting Member: (2)2x8 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1369 /-/-/865 /-/319
G 617 /-/-/289 /71 /-
Wind reactions based on MWFRS
K Brg Width = 5.5 Min Req =1.5
G Brg Width = -Min Req =-
Bearing K is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 525 -170
B - C 10 -402
C - D 45 -357
Chords Tens.Comp.
D - E 45 -191
E - F 45 -190
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - K 182 -283
K - J 0 -309
J - I 0 -309
Chords Tens.Comp.
I - H 204 -115
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 86-1198
B - I 535 0
D - I 34 -265
D - H 183 -37
Webs Tens.Comp.
E - H 0 -336
H - F 490 -116
F - G 89 -578
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018K 999 240
VERT(CL): 0.032K 999 240
HORZ(LL):-0.006D - -
HORZ(TL): 0.010B - -
Creep Factor: 2.0
Max TC CSI: 0.560
Max BC CSI: 0.222
Max Web CSI: 0.683
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A03
Ply: 1
Qty:1
Wgt: 175.0 lbs
SEQN: 7669 / T38 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)(a)
A
B C
D E F
GHIJK
10
12
3X4(B1)
2X3
3X6
3X4
3X4
6X6
3X4
2X3
3X8
3X4
3X4
6'4"2 15'4"7
(J)
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=21'5"9 uses the following
support conditions: 21'5"9Bearing G (21'5"9, 10'1"2) LUS24 Supporting Member: (2)2x8 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1369 /-/-/865 /-/319
G 617 /-/-/289 /71 /-
Wind reactions based on MWFRS
K Brg Width = 5.5 Min Req =1.5
G Brg Width = -Min Req =-
Bearing K is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 525 -170
B - C 10 -402
C - D 45 -357
Chords Tens.Comp.
D - E 45 -191
E - F 45 -190
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - K 182 -283
K - J 0 -309
J - I 0 -309
Chords Tens.Comp.
I - H 204 -115
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - B 86-1198
B - I 535 0
D - I 34 -265
D - H 183 -37
Webs Tens.Comp.
E - H 0 -336
H - F 490 -116
F - G 89 -578
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018K 999 240
VERT(CL): 0.032K 999 240
HORZ(LL):-0.006D - -
HORZ(TL): 0.010B - -
Creep Factor: 2.0
Max TC CSI: 0.560
Max BC CSI: 0.222
Max Web CSI: 0.683
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A03
Ply: 1
Qty:1
Wgt: 175.0 lbs
SEQN: 7669 / T38 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)(a)
A
B C
D E F
GHIJK
10
12
3X4(B1)
2X3
3X6
3X4
3X4
6X6
3X4
2X3
3X8
3X4
3X4
6'4"2 15'4"7
(J)
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=21'5"9 uses the followingsupport conditions: 21'5"9Bearing G (21'5"9, 10'1"2) LUS24 Supporting Member: (2)2x8 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*140 /-/-/94 /-/40
I 598 /-/-/285 /-/-
G 226 /-/-/107 /32 /-
Wind reactions based on MWFRS
L Brg Width = 100 Min Req =-
I Brg Width = 4.2 Min Req =1.5
G Brg Width = -Min Req =-
Bearings L & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 519 -164
B - C 51 -154
C - D 202 -142
Chords Tens.Comp.
D - E 98 -58
E - F 26 -24
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - L 176 -284
L - K 176 -277
K - J 0 -336
Chords Tens.Comp.
J - I 0 -79
I - H 24 -28
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 4 -871
B - J 360 0
D - J 40 -242
D - I 112 -125
Webs Tens.Comp.
I - E 0 -467
E - H 142 0
H - F 65 -68
F - G 44 -188
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.72 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.020L 999 240
VERT(CL): 0.034L 999 240
HORZ(LL):-0.008D - -
HORZ(TL): 0.014D - -
Creep Factor: 2.0
Max TC CSI: 0.611
Max BC CSI: 0.210
Max Web CSI: 0.492
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A04
Ply: 1
Qty:1
Wgt: 191.8 lbs
SEQN: 7661 / T24 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)(a)(a)(a)
(a)
A
B C
D E F
GHIJKL
10
12
3X4(B1)
2X3
3X4
3X4
3X4
4X8
3X4 3X4
3X4
3X4
3X4
2X3
6'4"2 8'6"6 6'10"1
(J)
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
6'6"4
6'6"4
12'8"10
6'2"6
14'10"8
2'1"14
17'2"10
2'4"2
21'8"9
4'5"15
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=21'5"9 uses the followingsupport conditions: 21'5"9Bearing G (21'5"9, 10'1"2) LUS24 Supporting Member: (2)2x8 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*140 /-/-/94 /-/40
I 598 /-/-/285 /-/-
G 226 /-/-/107 /32 /-
Wind reactions based on MWFRS
L Brg Width = 100 Min Req =-
I Brg Width = 4.2 Min Req =1.5
G Brg Width = -Min Req =-
Bearings L & I are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 519 -164
B - C 51 -154
C - D 202 -142
Chords Tens.Comp.
D - E 98 -58
E - F 26 -24
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - L 176 -284
L - K 176 -277
K - J 0 -336
Chords Tens.Comp.
J - I 0 -79
I - H 24 -28
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 4 -871
B - J 360 0
D - J 40 -242
D - I 112 -125
Webs Tens.Comp.
I - E 0 -467
E - H 142 0
H - F 65 -68
F - G 44 -188
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.72 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.020L 999 240
VERT(CL): 0.034L 999 240
HORZ(LL):-0.008D - -
HORZ(TL): 0.014D - -
Creep Factor: 2.0
Max TC CSI: 0.611
Max BC CSI: 0.210
Max Web CSI: 0.492
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A04
Ply: 1
Qty:1
Wgt: 191.8 lbs
SEQN: 7661 / T24 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)(a)(a)(a)
(a)
A
B C
D E F
GHIJKL
10
12
3X4(B1)
2X3
3X4
3X4
3X4
4X8
3X4 3X4
3X4
3X4
3X4
2X3
6'4"2 8'6"6 6'10"1
(J)
6'6"4
6'6"4
12'8"10
6'2"6
17'2"10
4'5"15
21'8"9
4'5"15
6'6"4
6'6"4
12'8"10
6'2"6
14'10"8
2'1"14
17'2"10
2'4"2
21'8"9
4'5"15
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W2, W3, W5 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Additional Notes
Negative reaction(s) of -454# MAX. from a non-windload case requires uplift connection. See Maximum
Reactions.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 106 /-454 /-/266 /220 /383
L 1722 /-/-/1060/312 /-
G 459 /-/-/266 /31 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
L Brg Width = 5.5 Min Req =1.5
G Brg Width = 3.0 Min Req =1.5
Bearings A, L, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 876 -546
B - C 6 -238
C - D 61 -223
Chords Tens.Comp.
D - E 329 -1128
E - F 393 -1145
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - L 22 -617
L - K 18 -603
K - J 18 -603
Chords Tens.Comp.
J - I 2 -1
H - G 36 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 452-1533
B - J 873 -116
D - J 308 -607
D - H 1130 -345
J - H 162 -198
Webs Tens.Comp.
E - H 24 -336
H - I 40 0
H - F 1136 -400
F - G 71 -401
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.55 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.067E 999 240
VERT(CL): 0.118E 999 240
HORZ(LL): 0.059G - -
HORZ(TL): 0.105G - -
Creep Factor: 2.0
Max TC CSI: 0.621
Max BC CSI: 0.296
Max Web CSI: 0.874
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A05
Ply: 1
Qty:1
Wgt: 161.0 lbs
SEQN: 7645 / T6 / COMN
FROM:DRW:
.../...07/31/2019
W2
W3
W5
W3
(a)
A
B C
D E F
GH
IJKL
10
12
3X4(B1)
2X3
4X6
3X4
3X4
6X6
3X10
2X3
12X12
2X3
4X4
2X3
6'6"14 15'4"11
6'6"4
6'6"4
12'8"10
6'2"6
16'3"10
3'7"
21'11"9
5'7"15
6'6"4
6'6"4
12'8"10
6'2"6
16'3"10
3'7"
21'11"9
5'7"15
4"13
9 '1"
1 '11
"
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W2, W3, W5 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Additional Notes
Negative reaction(s) of -454# MAX. from a non-windload case requires uplift connection. See Maximum
Reactions.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 106 /-454 /-/266 /220 /383
L 1722 /-/-/1060/312 /-
G 459 /-/-/266 /31 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
L Brg Width = 5.5 Min Req =1.5
G Brg Width = 3.0 Min Req =1.5
Bearings A, L, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 876 -546
B - C 6 -238
C - D 61 -223
Chords Tens.Comp.
D - E 329 -1128
E - F 393 -1145
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - L 22 -617
L - K 18 -603
K - J 18 -603
Chords Tens.Comp.
J - I 2 -1
H - G 36 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 452-1533
B - J 873 -116
D - J 308 -607
D - H 1130 -345
J - H 162 -198
Webs Tens.Comp.
E - H 24 -336
H - I 40 0
H - F 1136 -400
F - G 71 -401
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.55 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.067E 999 240
VERT(CL): 0.118E 999 240
HORZ(LL): 0.059G - -
HORZ(TL): 0.105G - -
Creep Factor: 2.0
Max TC CSI: 0.621
Max BC CSI: 0.296
Max Web CSI: 0.874
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A05
Ply: 1
Qty:1
Wgt: 161.0 lbs
SEQN: 7645 / T6 / COMN
FROM:DRW:
.../...07/31/2019
W2
W3
W5
W3
(a)
A
B C
D E F
GH
IJKL
10
12
3X4(B1)
2X3
4X6
3X4
3X4
6X6
3X10
2X3
12X12
2X3
4X4
2X3
6'6"14 15'4"11
6'6"4
6'6"4
12'8"10
6'2"6
16'3"10
3'7"
21'11"9
5'7"15
6'6"4
6'6"4
12'8"10
6'2"6
16'3"10
3'7"
21'11"9
5'7"15
4"13
9 '1"
1 '11
"
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W5, W6 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 494 /-/-/220 /-/412
M 634 /-/-/417 /47 /-
J 793 /-/-/469 /168 /-
H 156 /-/-/79 /-/-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.5
J Brg Width = 5.5 Min Req =1.5
H Brg Width = 3.0 Min Req =1.5
Bearings B, M, J, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 66 -330
C - D 0 -357
Chords Tens.Comp.
D - E 9 -304
E - F 40 -135
F - G 8 -37
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 155 -183
M - L 160 -184
L - K 160 -184
Chords Tens.Comp.
K - J 147 -93
I - H 10 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 140 -485
C - K 156 -86
E - K 217 -50
E - J 218 -352
Webs Tens.Comp.
J - I 39 -438
F - I 54 -394
I - G 3 -6
G - H 0 -116
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005K 999 240
VERT(CL): 0.009K 999 240
HORZ(LL):-0.005H - -
HORZ(TL): 0.009M - -
Creep Factor: 2.0
Max TC CSI: 0.394
Max BC CSI: 0.251
Max Web CSI: 0.275
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A06
Ply: 1
Qty:2
Wgt: 155.4 lbs
SEQN: 7657 / T65 / COMN
FROM:DRW:
.../...07/31/2019
W1
W5 W6
(a)
(a)
(a)
A
B
C
D
E F G
HI
JKLM
10
12
3X4(A1)
2X3
3X4
3X4
3X4
4X6
3X4 3X6(R)
2X3
4X4
3X4
2X3
6'6"14 11'3"7 4'1"4
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
21'11"9
3'10"8
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
21'11"9
3'10"81'4"
4"13
9'1
"
1'1
1
"
11
'
12
'
1
"1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W5, W6 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 494 /-/-/220 /-/412
M 634 /-/-/417 /47 /-
J 793 /-/-/469 /168 /-
H 156 /-/-/79 /-/-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.5
J Brg Width = 5.5 Min Req =1.5
H Brg Width = 3.0 Min Req =1.5
Bearings B, M, J, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 66 -330
C - D 0 -357
Chords Tens.Comp.
D - E 9 -304
E - F 40 -135
F - G 8 -37
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 155 -183
M - L 160 -184
L - K 160 -184
Chords Tens.Comp.
K - J 147 -93
I - H 10 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 140 -485
C - K 156 -86
E - K 217 -50
E - J 218 -352
Webs Tens.Comp.
J - I 39 -438
F - I 54 -394
I - G 3 -6
G - H 0 -116
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005K 999 240
VERT(CL): 0.009K 999 240
HORZ(LL):-0.005H - -
HORZ(TL): 0.009M - -
Creep Factor: 2.0
Max TC CSI: 0.394
Max BC CSI: 0.251
Max Web CSI: 0.275
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A06
Ply: 1
Qty:2
Wgt: 155.4 lbs
SEQN: 7657 / T65 / COMN
FROM:DRW:
.../...07/31/2019
W1
W5 W6
(a)
(a)
(a)
A
B
C
D
E F G
HI
JKLM
10
12
3X4(A1)
2X3
3X4
3X4
3X4
4X6
3X4 3X6(R)
2X3
4X4
3X4
2X3
6'6"14 11'3"7 4'1"4
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
21'11"9
3'10"8
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
21'11"9
3'10"81'4"
4"13
9'1
"
1'1
1
"
11
'
12
'
1
"1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W5, W6 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 494 /-/-/278 /-/452
M 634 /-/-/422 /40 /-
J 795 /-/-/560 /231 /-
H 157 /-/-/199 /38 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.5
J Brg Width = 5.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B, M, J, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 142 -331
C - D 47 -357
Chords Tens.Comp.
D - E 82 -304
E - F 116 -192
F - G 207 -260
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 171 -194
M - L 173 -194
L - K 173 -194
Chords Tens.Comp.
K - J 173 -144
I - H 11 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 140 -485
C - K 156 -86
E - K 217 -50
E - J 218 -352
Webs Tens.Comp.
J - I 102 -440
F - I 54 -395
I - G 250 -221
G - H 59 -117
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005K 999 240
VERT(CL): 0.009K 999 240
HORZ(LL):-0.008H - -
HORZ(TL): 0.011H - -
Creep Factor: 2.0
Max TC CSI: 0.394
Max BC CSI: 0.251
Max Web CSI: 0.853
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A07
Ply: 1
Qty:3
Wgt: 155.4 lbs
SEQN: 7716 / T45 / COMN
FROM:DRW:
.../...07/31/2019
W1
W5 W6
(a)
(a)
(a)
A
B
C
D
E F G
HI
JKLM
10
12
3X4(A1)
2X3
3X4
3X4
3X4
4X6
3X4 3X6(R)
2X3
4X4
3X4
2X3
6'6"14 11'3"7 4'1"12
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
22'0"1
3'11"
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
22'0"1
3'11"1'4"
4"13
9'1
"
1'1
1
"
11
'
12
'
1
"1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W5, W6 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 494 /-/-/278 /-/452
M 634 /-/-/422 /40 /-
J 795 /-/-/560 /231 /-
H 157 /-/-/199 /38 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.5
J Brg Width = 5.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B, M, J, & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 142 -331
C - D 47 -357
Chords Tens.Comp.
D - E 82 -304
E - F 116 -192
F - G 207 -260
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 171 -194
M - L 173 -194
L - K 173 -194
Chords Tens.Comp.
K - J 173 -144
I - H 11 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - C 140 -485
C - K 156 -86
E - K 217 -50
E - J 218 -352
Webs Tens.Comp.
J - I 102 -440
F - I 54 -395
I - G 250 -221
G - H 59 -117
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005K 999 240
VERT(CL): 0.009K 999 240
HORZ(LL):-0.008H - -
HORZ(TL): 0.011H - -
Creep Factor: 2.0
Max TC CSI: 0.394
Max BC CSI: 0.251
Max Web CSI: 0.853
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A07
Ply: 1
Qty:3
Wgt: 155.4 lbs
SEQN: 7716 / T45 / COMN
FROM:DRW:
.../...07/31/2019
W1
W5 W6
(a)
(a)
(a)
A
B
C
D
E F G
HI
JKLM
10
12
3X4(A1)
2X3
3X4
3X4
3X4
4X6
3X4 3X6(R)
2X3
4X4
3X4
2X3
6'6"14 11'3"7 4'1"12
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
22'0"1
3'11"
6'6"4
6'6"4
12'8"10
6'2"6
18'1"1
5'4"7
22'0"1
3'11"1'4"
4"13
9'1
"
1'1
1
"
11
'
12
'
1
"1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wideclearance.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 800 /-/-/421 /-/244
F 854 /-/-/410 /135 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings A & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 9 -967
B - C 10 -533
Chords Tens.Comp.
C - D 45 -489
D - E 1 -1
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - I 651 -230
I - H 650 -230
Chords Tens.Comp.
H - G 650 -230
G - F 282 -80
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - B 271 0
B - G 202 -495
D - G 530 -92
Webs Tens.Comp.
D - F 194 -682
E - F 59 -165
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.79 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018I 999 240
VERT(CL): 0.030I 999 240
HORZ(LL): 0.010B - -
HORZ(TL): 0.016B - -
Creep Factor: 2.0
Max TC CSI: 0.393
Max BC CSI: 0.279
Max Web CSI: 0.421
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A08
Ply: 1
Qty:3
Wgt: 128.8 lbs
SEQN: 7642 / T70 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)
A
B C
D E
FGHI
10
12
3X4(B1)
2X3
3X4
3X4
3X4
4X6
3X4
2X3
3X6(R)
17'6"15
6'6"4
6'6"4
12'8"10
6'2"6
17'6"15
4'10"5
6'6"4
6'6"4
12'8"10
6'2"6
17'6"15
4'10"5
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wideclearance.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 800 /-/-/421 /-/244
F 854 /-/-/410 /135 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings A & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 9 -967
B - C 10 -533
Chords Tens.Comp.
C - D 45 -489
D - E 1 -1
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - I 651 -230
I - H 650 -230
Chords Tens.Comp.
H - G 650 -230
G - F 282 -80
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - B 271 0
B - G 202 -495
D - G 530 -92
Webs Tens.Comp.
D - F 194 -682
E - F 59 -165
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.79 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018I 999 240
VERT(CL): 0.030I 999 240
HORZ(LL): 0.010B - -
HORZ(TL): 0.016B - -
Creep Factor: 2.0
Max TC CSI: 0.393
Max BC CSI: 0.279
Max Web CSI: 0.421
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A08
Ply: 1
Qty:3
Wgt: 128.8 lbs
SEQN: 7642 / T70 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)
A
B C
D E
FGHI
10
12
3X4(B1)
2X3
3X4
3X4
3X4
4X6
3X4
2X3
3X6(R)
17'6"15
6'6"4
6'6"4
12'8"10
6'2"6
17'6"15
4'10"5
6'6"4
6'6"4
12'8"10
6'2"6
17'6"15
4'10"5
4"13
11
'
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L #2 :B2 2x6 DF-L SS:
Webs 2x4 DF-L #1&Bet. :W1 2x4 DF-L Stud::W2 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.
Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at 0.00 to 68 plf at 13.42 TC: From 34 plf at 13.42 to 34 plf at 17.58
BC: From 20 plf at 0.00 to 20 plf at 13.42 BC: From 10 plf at 13.42 to 10 plf at 17.58 BC: 4734 lb Conc. Load at 13.42
BC: 1979 lb Conc. Load at 15.52
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 2124 /-/-/409 /362 /367
F 5955 /-/-/507 /1012/-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
F Brg Width = 3.5 Min Req =3.2
Bearings A & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 272-1483
B - C 257-1314
Chords Tens.Comp.
C - D 241 -1264
D - E 24 -57
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - I 1096 -195
I - H 1096 -195
Chords Tens.Comp.
H - G 1096 -195
G - F 893 -167
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - B 97 -3
B - G 103 -234
G - D 3049 -546
Webs Tens.Comp.
D - F 486 -2594
E - F 25 -37
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.82 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053G 999 240
VERT(CL): 0.090G 999 240
HORZ(LL):-0.022E - -
HORZ(TL): 0.038E - -
Creep Factor: 2.0
Max TC CSI: 0.241
Max BC CSI: 0.841
Max Web CSI: 0.964
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A09
Ply: 2
Qty:1
Wgt: 296.8 lbs
SEQN: 4600 / T44 / MONO
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
B2
W1 W2
(a)
A
B
C
D
E
FGHI
10
12
4X4(A1)
2X3
3X4
3X4
4X4 4X10(R)
6X10
2X3
3X10(R)
17'6"15
6'3"56'3"5 13'5"7'1"11 17'6"154'1"15
6'3"5
6'3"5
13'5"
7'1"11
17'6"15
4'1"15
4"13
15 '0 "9
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L #2 :B2 2x6 DF-L SS:
Webs 2x4 DF-L #1&Bet. :W1 2x4 DF-L Stud::W2 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.
Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at 0.00 to 68 plf at 13.42 TC: From 34 plf at 13.42 to 34 plf at 17.58
BC: From 20 plf at 0.00 to 20 plf at 13.42 BC: From 10 plf at 13.42 to 10 plf at 17.58 BC: 4734 lb Conc. Load at 13.42
BC: 1979 lb Conc. Load at 15.52
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 2124 /-/-/409 /362 /367
F 5955 /-/-/507 /1012/-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
F Brg Width = 3.5 Min Req =3.2
Bearings A & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 272-1483
B - C 257-1314
Chords Tens.Comp.
C - D 241 -1264
D - E 24 -57
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - I 1096 -195
I - H 1096 -195
Chords Tens.Comp.
H - G 1096 -195
G - F 893 -167
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - B 97 -3
B - G 103 -234
G - D 3049 -546
Webs Tens.Comp.
D - F 486 -2594
E - F 25 -37
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.82 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.053G 999 240
VERT(CL): 0.090G 999 240
HORZ(LL):-0.022E - -
HORZ(TL): 0.038E - -
Creep Factor: 2.0
Max TC CSI: 0.241
Max BC CSI: 0.841
Max Web CSI: 0.964
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A09
Ply: 2
Qty:1
Wgt: 296.8 lbs
SEQN: 4600 / T44 / MONO
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
B2
W1 W2
(a)
A
B
C
D
E
FGHI
10
12
4X4(A1)
2X3
3X4
3X4
4X4 4X10(R)
6X10
2X3
3X10(R)
17'6"15
6'3"56'3"5 13'5"7'1"11 17'6"154'1"15
6'3"5
6'3"5
13'5"
7'1"11
17'6"15
4'1"15
4"13
15 '0 "9
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing D (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 640 /-/-/309 /-/258
D 613 /-/-/383 /148 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -706
Chords Tens.Comp.
B - C 108 -173
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 449 -167
Chords Tens.Comp.
E - D 447 -167
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 317 0
B - D 225 -601
Webs Tens.Comp.
C - D 103 -168
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.03 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007E 999 240
VERT(CL): 0.012E 999 240
HORZ(LL): 0.006E - -
HORZ(TL): 0.011E - -
Creep Factor: 2.0
Max TC CSI: 0.569
Max BC CSI: 0.336
Max Web CSI: 0.207
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A10
Ply: 1
Qty:8
Wgt: 86.8 lbs
SEQN: 4326 / T52 / MONO
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
A
B
C
DE
10
12
3X4(B1)
2X3
6X6
2X3
3X6(R)
13'3"8
(J)
6'9"11
6'9"11
13'3"8
6'5"13
6'9"11
6'9"11
13'3"8
6'5"13
4"13
11
'5 "12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing D (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 640 /-/-/309 /-/258
D 613 /-/-/383 /148 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -706
Chords Tens.Comp.
B - C 108 -173
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 449 -167
Chords Tens.Comp.
E - D 447 -167
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 317 0
B - D 225 -601
Webs Tens.Comp.
C - D 103 -168
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.03 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007E 999 240
VERT(CL): 0.012E 999 240
HORZ(LL): 0.006E - -
HORZ(TL): 0.011E - -
Creep Factor: 2.0
Max TC CSI: 0.569
Max BC CSI: 0.336
Max Web CSI: 0.207
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A10
Ply: 1
Qty:8
Wgt: 86.8 lbs
SEQN: 4326 / T52 / MONO
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
A
B
C
DE
10
12
3X4(B1)
2X3
6X6
2X3
3X6(R)
13'3"8
(J)
6'9"11
6'9"11
13'3"8
6'5"13
6'9"11
6'9"11
13'3"8
6'5"13
4"13
11
'5 "12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing E (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 593 /-/-/316 /-/221
E 580 /-/-/349 /121 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 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 0 -673
B - C 0 -260
Chords Tens.Comp.
C - D 1 -1
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - G 434 -177
G - F 432 -177
Chords Tens.Comp.
F - E 82 -29
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - B 261 0
B - F 200 -473
C - F 388 -93
Webs Tens.Comp.
C - E 187 -527
D - E 27 -53
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.38 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.010G 999 240
VERT(CL): 0.018G 999 240
HORZ(LL): 0.006B - -
HORZ(TL): 0.011B - -
Creep Factor: 2.0
Max TC CSI: 0.331
Max BC CSI: 0.244
Max Web CSI: 0.493
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A11
Ply: 1
Qty:1
Wgt: 105.0 lbs
SEQN: 4457 / T47 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)(a)
A
B
C D
EFG
10
12
3X4(B1)
2X3
3X4
4X8
3X4
2X3
3X6(R)
13'3"8
(J)Supporting Member: (2) 2x6 DF-L #2
6'0"6
6'0"6
11'8"13
5'8"7
13'3"8
1'6"11
6'0"6
6'0"6
11'8"13
5'8"7
13'3"8
1'6"11
4"13
10
'2 "2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing E (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 593 /-/-/316 /-/221
E 580 /-/-/349 /121 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 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 0 -673
B - C 0 -260
Chords Tens.Comp.
C - D 1 -1
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - G 434 -177
G - F 432 -177
Chords Tens.Comp.
F - E 82 -29
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - B 261 0
B - F 200 -473
C - F 388 -93
Webs Tens.Comp.
C - E 187 -527
D - E 27 -53
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.38 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.010G 999 240
VERT(CL): 0.018G 999 240
HORZ(LL): 0.006B - -
HORZ(TL): 0.011B - -
Creep Factor: 2.0
Max TC CSI: 0.331
Max BC CSI: 0.244
Max Web CSI: 0.493
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:A11
Ply: 1
Qty:1
Wgt: 105.0 lbs
SEQN: 4457 / T47 / COMN
FROM:DRW:
.../...07/31/2019
W1
(a)(a)
A
B
C D
EFG
10
12
3X4(B1)
2X3
3X4
4X8
3X4
2X3
3X6(R)
13'3"8
(J)Supporting Member: (2) 2x6 DF-L #2
6'0"6
6'0"6
11'8"13
5'8"7
13'3"8
1'6"11
6'0"6
6'0"6
11'8"13
5'8"7
13'3"8
1'6"11
4"13
10
'2 "2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 5 /-13 /-/76 /29 /93
B*80 /-/-/62 /30 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 54.9 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 58 -185
B - C 40 -130
Chords Tens.Comp.
C - D 36 -58
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 9 -6
Chords Tens.Comp.
F - E 1 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 118 -164
Webs Tens.Comp.
D - E 40 -61
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000C 999 240
VERT(CL): 0.001C 999 240
HORZ(LL):-0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.042
Max BC CSI: 0.016
Max Web CSI: 0.033
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC01
Ply: 1
Qty:1
Wgt: 25.2 lbs
SEQN: 7705 / T4 / SPEC
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
10
12
3X4(A1)
2X3
2X3
2X3
2X3
5'2"7
7"9
7"9
3'0"15
2'5"6
5'2"7
2'1"8
7"9
7"9 3'0"15
2'5"6
5'2"7
2'1"8
4 '2 "8
4 '0 "13
1"8
4 '2 "5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 5 /-13 /-/76 /29 /93
B*80 /-/-/62 /30 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 54.9 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 58 -185
B - C 40 -130
Chords Tens.Comp.
C - D 36 -58
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 9 -6
Chords Tens.Comp.
F - E 1 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 118 -164
Webs Tens.Comp.
D - E 40 -61
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000C 999 240
VERT(CL): 0.001C 999 240
HORZ(LL):-0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.042
Max BC CSI: 0.016
Max Web CSI: 0.033
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC01
Ply: 1
Qty:1
Wgt: 25.2 lbs
SEQN: 7705 / T4 / SPEC
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
10
12
3X4(A1)
2X3
2X3
2X3
2X3
5'2"7
7"9
7"9
3'0"15
2'5"6
5'2"7
2'1"8
7"9
7"9 3'0"15
2'5"6
5'2"7
2'1"8
4 '2 "8
4 '0 "13
1"8
4 '2 "5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 17 /-/-/74 /16 /101
B*91 /-/-/42 /12 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 100 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 44 -149
B - C 54 -118
Chords Tens.Comp.
C - D 68 -108
D - E 63 -105
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 0 -33
H - G 14 -68
Chords Tens.Comp.
G - F 5 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 121 -152
G - D 70 -322
Webs Tens.Comp.
E - F 64 -109
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000E 999 240
VERT(CL): 0.001E 999 240
HORZ(LL):-0.001E - -
HORZ(TL): 0.001E - -
Creep Factor: 2.0
Max TC CSI: 0.147
Max BC CSI: 0.084
Max Web CSI: 0.060
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC02
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 7708 / T51 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D
E
F
GH
10
12
3X4(A1)
4X4
2X3 2X3
4X6
2X3
2X3
8'11"15
7"9
7"9
1'3"6
7"13 5'0"14
3'9"8
8'11"15
3'11"1
7"9
7"9 8'11"15
8'4"6
4 '2"
8
11
"
5
4 '0"
1
3
1"8
4 '2"
5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 17 /-/-/74 /16 /101
B*91 /-/-/42 /12 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 100 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 44 -149
B - C 54 -118
Chords Tens.Comp.
C - D 68 -108
D - E 63 -105
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 0 -33
H - G 14 -68
Chords Tens.Comp.
G - F 5 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 121 -152
G - D 70 -322
Webs Tens.Comp.
E - F 64 -109
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000E 999 240
VERT(CL): 0.001E 999 240
HORZ(LL):-0.001E - -
HORZ(TL): 0.001E - -
Creep Factor: 2.0
Max TC CSI: 0.147
Max BC CSI: 0.084
Max Web CSI: 0.060
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC02
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 7708 / T51 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D
E
F
GH
10
12
3X4(A1)
4X4
2X3 2X3
4X6
2X3
2X3
8'11"15
7"9
7"9
1'3"6
7"13 5'0"14
3'9"8
8'11"15
3'11"1
7"9
7"9 8'11"15
8'4"6
4 '2"
8
11
"
5
4 '0"
1
3
1"8
4 '2"
5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-97 /-/144 /85 /101
B*104 /-/-/51 /21 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 100 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 90 -208
B - C 26 -84
C - D 11 -44
Chords Tens.Comp.
D - E 11 -43
E - F 61 -35
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 4 -1
Chords Tens.Comp.
H - G 4 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - H 136 -326
Webs Tens.Comp.
F - G 34 -105
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.013E 999 240
VERT(CL): 0.030E 999 240
HORZ(LL):-0.008F - -
HORZ(TL): 0.014C - -
Creep Factor: 2.0
Max TC CSI: 0.177
Max BC CSI: 0.091
Max Web CSI: 0.068
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC03
Ply: 1
Qty:1
Wgt: 40.6 lbs
SEQN: 7667 / T26 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E
F
G
H
10
12
3X4(A1)
3X4 2X3
2X3
3X4
2X3
2X3
8'11"15
7"9
7"9
3'3"6
2'7"13
4'11"11
1'8"5
7'0"14
2'1"3
8'11"15
1'11"1
7"9
7"9 4'11"11
4'4"2
8'11"15
4'0"4
4 '2 "8
2 '7 "5
4 '0 "13
1"8
4 '2 "5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-97 /-/144 /85 /101
B*104 /-/-/51 /21 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 100 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 90 -208
B - C 26 -84
C - D 11 -44
Chords Tens.Comp.
D - E 11 -43
E - F 61 -35
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 4 -1
Chords Tens.Comp.
H - G 4 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - H 136 -326
Webs Tens.Comp.
F - G 34 -105
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.89 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.013E 999 240
VERT(CL): 0.030E 999 240
HORZ(LL):-0.008F - -
HORZ(TL): 0.014C - -
Creep Factor: 2.0
Max TC CSI: 0.177
Max BC CSI: 0.091
Max Web CSI: 0.068
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC03
Ply: 1
Qty:1
Wgt: 40.6 lbs
SEQN: 7667 / T26 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E
F
G
H
10
12
3X4(A1)
3X4 2X3
2X3
3X4
2X3
2X3
8'11"15
7"9
7"9
3'3"6
2'7"13
4'11"11
1'8"5
7'0"14
2'1"3
8'11"15
1'11"1
7"9
7"9 4'11"11
4'4"2
8'11"15
4'0"4
4 '2 "8
2 '7 "5
4 '0 "13
1"8
4 '2 "5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-108 /-/119 /93 /92
B*105 /-/-/51 /18 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 100 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 93 -180
B - C 77 -88
Chords Tens.Comp.
C - D 6 -4
D - E 1 -4
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 4 -1
Chords Tens.Comp.
G - F 4 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - G 142 -310
Webs Tens.Comp.
E - F 38 -114
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.72 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001C 999 240
VERT(CL): 0.002C 999 240
HORZ(LL):-0.001C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.180
Max BC CSI: 0.091
Max Web CSI: 0.083
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC04
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 7637 / T20 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E
F
G
10
12
3X4(A1)
3X42X3
2X3
2X3
2X3
8'11"15
7"9
7"9
4'7"6
3'11"13
8'11"15
4'4"9
7"9
7"9 4'11"11
4'4"2
8'11"15
4'0"4
3'8
"10
1"8
3'1
0
"2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-108 /-/119 /93 /92
B*105 /-/-/51 /18 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 100 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 93 -180
B - C 77 -88
Chords Tens.Comp.
C - D 6 -4
D - E 1 -4
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 4 -1
Chords Tens.Comp.
G - F 4 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - G 142 -310
Webs Tens.Comp.
E - F 38 -114
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.72 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001C 999 240
VERT(CL): 0.002C 999 240
HORZ(LL):-0.001C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.180
Max BC CSI: 0.091
Max Web CSI: 0.083
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC04
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 7637 / T20 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E
F
G
10
12
3X4(A1)
3X42X3
2X3
2X3
2X3
8'11"15
7"9
7"9
4'7"6
3'11"13
8'11"15
4'4"9
7"9
7"9 4'11"11
4'4"2
8'11"15
4'0"4
3'8
"10
1"8
3'1
0
"2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-101 /-/135 /114 /99
B*104 /-/-/56 /17 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 103 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 138 -193
B - C 88 -107
Chords Tens.Comp.
C - D 46 -112
D - E 33 -81
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 16 -1
Chords Tens.Comp.
G - F 8 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 116 -314
Webs Tens.Comp.
E - F 25 -119
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.55 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.014D 999 240
VERT(CL): 0.034D 999 240
HORZ(LL): 0.023E - -
HORZ(TL): 0.053E - -
Creep Factor: 2.0
Max TC CSI: 0.163
Max BC CSI: 0.097
Max Web CSI: 0.097
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC05
Ply: 1
Qty:1
Wgt: 44.8 lbs
SEQN: 7643 / T59 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
10
12
3X4(A1)
2X3
2X3
3X4
2X3
2X3
9'2"15
7"9
7"9
5'1"3
4'5"10
6'7"6
1'6"3
9'2"15
2'7"9
7"9
7"9 5'1"3
4'5"10
9'2"15
4'1"12
3'8
"9
5'4
"10
1"8
5'6
"2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-101 /-/135 /114 /99
B*104 /-/-/56 /17 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 103 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 138 -193
B - C 88 -107
Chords Tens.Comp.
C - D 46 -112
D - E 33 -81
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 16 -1
Chords Tens.Comp.
G - F 8 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 116 -314
Webs Tens.Comp.
E - F 25 -119
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.55 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.014D 999 240
VERT(CL): 0.034D 999 240
HORZ(LL): 0.023E - -
HORZ(TL): 0.053E - -
Creep Factor: 2.0
Max TC CSI: 0.163
Max BC CSI: 0.097
Max Web CSI: 0.097
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC05
Ply: 1
Qty:1
Wgt: 44.8 lbs
SEQN: 7643 / T59 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
10
12
3X4(A1)
2X3
2X3
3X4
2X3
2X3
9'2"15
7"9
7"9
5'1"3
4'5"10
6'7"6
1'6"3
9'2"15
2'7"9
7"9
7"9 5'1"3
4'5"10
9'2"15
4'1"12
3'8
"9
5'4
"10
1"8
5'6
"2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-136 /-/131 /116 /103
B*104 /-/-/56 /17 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 103 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 143 -190
B - C 94 -112
Chords Tens.Comp.
C - D 50 -115
D - E 36 -91
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 16 -2
Chords Tens.Comp.
G - F 10 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 122 -314
Webs Tens.Comp.
E - F 30 -129
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.014D 999 240
VERT(CL): 0.043D 999 240
HORZ(LL): 0.024E - -
HORZ(TL): 0.070E - -
Creep Factor: 2.0
Max TC CSI: 0.163
Max BC CSI: 0.097
Max Web CSI: 0.097
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC06
Ply: 1
Qty:2
Wgt: 44.8 lbs
SEQN: 7655 / T64 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
10
12
3X4(A1)
2X3
2X3
3X4
2X3
2X3
9'2"15
7"9
7"9
5'1"3
4'5"10
6'11"2
1'9"15
9'2"15
2'3"13
7"9
7"9 5'1"3
4'5"10
9'2"15
4'1"12
3 '8"
9
5 '7"
1
2
1"8
5 '9"
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-136 /-/131 /116 /103
B*104 /-/-/56 /17 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 103 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 143 -190
B - C 94 -112
Chords Tens.Comp.
C - D 50 -115
D - E 36 -91
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 16 -2
Chords Tens.Comp.
G - F 10 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 122 -314
Webs Tens.Comp.
E - F 30 -129
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.014D 999 240
VERT(CL): 0.043D 999 240
HORZ(LL): 0.024E - -
HORZ(TL): 0.070E - -
Creep Factor: 2.0
Max TC CSI: 0.163
Max BC CSI: 0.097
Max Web CSI: 0.097
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC06
Ply: 1
Qty:2
Wgt: 44.8 lbs
SEQN: 7655 / T64 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
10
12
3X4(A1)
2X3
2X3
3X4
2X3
2X3
9'2"15
7"9
7"9
5'1"3
4'5"10
6'11"2
1'9"15
9'2"15
2'3"13
7"9
7"9 5'1"3
4'5"10
9'2"15
4'1"12
3 '8"
9
5 '7"
1
2
1"8
5 '9"
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-98 /-/108 /104 /103
B*69 /-/-/37 /10 /-
G 18 /-/-/7 /5 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 151 Min Req =-
G Brg Width = 5.4 Min Req =1.5
Bearings A, B, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 135 -172
B - C 53 -130
C - D 56 -113
Chords Tens.Comp.
D - E 49 -98
E - F 21 -44
F - G 4 -12
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 39 -17
J - I 34 -16
Chords Tens.Comp.
I - H 34 -16
H - F 35 -15
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - I 5 -85
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C - J 138 -234
Gables Tens.Comp.
H - E 51 -94
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001J 999 240
VERT(CL): 0.001J 999 240
HORZ(LL):-0.001C - -
HORZ(TL): 0.001J - -
Creep Factor: 2.0
Max TC CSI: 0.089
Max BC CSI: 0.067
Max Web CSI: 0.064
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC07
Ply: 1
Qty:3
Wgt: 65.8 lbs
SEQN: 7712 / T15 / GABL
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
HIJ
10
12
3X4(A1)
2X3
2X3
4X4
2X3 2X3
2X3
3X4(A1)
7"9 12'7"6 7"5
7"9
7"9
4'7"11
4'0"2
6'11"2
2'3"6
9'3"7
2'4"5
13'2"15
3'11"9
13'10"4
7"4
7"9
7"9
4'7"11
4'0"2
6'11"2
2'3"6
9'3"7
2'4"5
13'2"15
3'11"9
13'10"4
7"4
7"45"7
5 '7 "12
1"8
5 '9 "4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-98 /-/108 /104 /103
B*69 /-/-/37 /10 /-
G 18 /-/-/7 /5 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 151 Min Req =-
G Brg Width = 5.4 Min Req =1.5
Bearings A, B, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 135 -172
B - C 53 -130
C - D 56 -113
Chords Tens.Comp.
D - E 49 -98
E - F 21 -44
F - G 4 -12
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 39 -17
J - I 34 -16
Chords Tens.Comp.
I - H 34 -16
H - F 35 -15
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - I 5 -85
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C - J 138 -234
Gables Tens.Comp.
H - E 51 -94
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 18.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001J 999 240
VERT(CL): 0.001J 999 240
HORZ(LL):-0.001C - -
HORZ(TL): 0.001J - -
Creep Factor: 2.0
Max TC CSI: 0.089
Max BC CSI: 0.067
Max Web CSI: 0.064
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:AC07
Ply: 1
Qty:3
Wgt: 65.8 lbs
SEQN: 7712 / T15 / GABL
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
HIJ
10
12
3X4(A1)
2X3
2X3
4X4
2X3 2X3
2X3
3X4(A1)
7"9 12'7"6 7"5
7"9
7"9
4'7"11
4'0"2
6'11"2
2'3"6
9'3"7
2'4"5
13'2"15
3'11"9
13'10"4
7"4
7"9
7"9
4'7"11
4'0"2
6'11"2
2'3"6
9'3"7
2'4"5
13'2"15
3'11"9
13'10"4
7"4
7"45"7
5 '7 "12
1"8
5 '9 "4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS :B1 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W10 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 68 plf at -1.52 to 68 plf at 12.06 TC: From 34 plf at 12.06 to 34 plf at 17.33 BC: From 5 plf at -1.52 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.75 BC: From 10 plf at 10.75 to 10 plf at 17.33 BC: 901 lb Conc. Load at 8.01 BC: 335 lb Conc. Load at 10.06,12.06,14.06,16.06
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing H (17'0"15, 10'1"2) HUS26 Supporting Member: (2)2x8 DF-L SS (14) 0.148"x3" nails into supporting member, (6) 0.148"x3" nails into supported
member.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1662 /-/-/-/263 /-
H 1966 /-/-/-/362 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.8
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 -18
B - C 303-1971
C - D 547-3440
Chords Tens.Comp.
D - E 404 -2324
E - F 283 -1592
F - G 282 -1586
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1398 -209
N - M 80 -14
L - K 2684 -429
Chords Tens.Comp.
K - I 1663 -283
J - H 45 -9
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 204-1187
C - L 1378 -236
N - L 1628 -239
L - M 67 -2
L - D 886 -86
D - K 151-1048
K - E 1294 -169
Webs Tens.Comp.
E - I 27 -119
F - I 82 -378
I - J 549 -95
I - G 2079 -370
I - H 9 -46
G - H 265 -1438
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.066K 999 240
VERT(CL): 0.112K 999 240
HORZ(LL): 0.040H - -
HORZ(TL): 0.068H - -
Creep Factor: 2.0
Max TC CSI: 0.392
Max BC CSI: 0.694
Max Web CSI: 0.918
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B01
Ply: 1
Qty:1
Wgt: 150.5 lbs
SEQN: 7693 / T16 / HIPM
FROM:DRW:
.../...07/31/2019
B1
W10
(a)
DT -1"2
A
B
C
D
E F G
H
IJK
LMN
10
12
4X6(B1)
3X6
4X6
6X8
3X4
3X6
4X6
4X6(R)2X3
8X8
3X10
4X8
3X8(R)
17'3"15
(J)Supporting Member: (2) 2x6 DF-L #2
1'8"15
1'8"15
3'5"8
1'8"9
8'
4'6"8
10'9"
2'9"
17'3"15
6'6"15
1'8"15
1'8"15
3'5"8
1'8"9
8'
4'6"8
10'9"
2'9"
17'3"15
6'6"151'4"
4"13
6 '11
"10
1'
7 '0 "13
8 '1 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS :B1 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W10 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 68 plf at -1.52 to 68 plf at 12.06 TC: From 34 plf at 12.06 to 34 plf at 17.33 BC: From 5 plf at -1.52 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 10.75 BC: From 10 plf at 10.75 to 10 plf at 17.33 BC: 901 lb Conc. Load at 8.01 BC: 335 lb Conc. Load at 10.06,12.06,14.06,16.06
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing H (17'0"15, 10'1"2) HUS26 Supporting Member: (2)2x8 DF-L SS (14) 0.148"x3" nails into supporting member, (6) 0.148"x3" nails into supported
member.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1662 /-/-/-/263 /-
H 1966 /-/-/-/362 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.8
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 -18
B - C 303-1971
C - D 547-3440
Chords Tens.Comp.
D - E 404 -2324
E - F 283 -1592
F - G 282 -1586
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1398 -209
N - M 80 -14
L - K 2684 -429
Chords Tens.Comp.
K - I 1663 -283
J - H 45 -9
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 204-1187
C - L 1378 -236
N - L 1628 -239
L - M 67 -2
L - D 886 -86
D - K 151-1048
K - E 1294 -169
Webs Tens.Comp.
E - I 27 -119
F - I 82 -378
I - J 549 -95
I - G 2079 -370
I - H 9 -46
G - H 265 -1438
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.066K 999 240
VERT(CL): 0.112K 999 240
HORZ(LL): 0.040H - -
HORZ(TL): 0.068H - -
Creep Factor: 2.0
Max TC CSI: 0.392
Max BC CSI: 0.694
Max Web CSI: 0.918
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B01
Ply: 1
Qty:1
Wgt: 150.5 lbs
SEQN: 7693 / T16 / HIPM
FROM:DRW:
.../...07/31/2019
B1
W10
(a)
DT -1"2
A
B
C
D
E F G
H
IJK
LMN
10
12
4X6(B1)
3X6
4X6
6X8
3X4
3X6
4X6
4X6(R)2X3
8X8
3X10
4X8
3X8(R)
17'3"15
(J)Supporting Member: (2) 2x6 DF-L #2
1'8"15
1'8"15
3'5"8
1'8"9
8'
4'6"8
10'9"
2'9"
17'3"15
6'6"15
1'8"15
1'8"15
3'5"8
1'8"9
8'
4'6"8
10'9"
2'9"
17'3"15
6'6"151'4"
4"13
6 '11
"10
1'
7 '0 "13
8 '1 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6, W7, W9 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of
the supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing H (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/483 /17 /213
H 753 /-/-/360 /98 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 21 -912
C - D 289-1563
Chords Tens.Comp.
D - E 485 -1779
E - F 131 -471
F - G 132 -464
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 618 -214
M - L 17 -17
Chords Tens.Comp.
K - I 466 -145
J - H 0 -10
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 188 -533
C - K 694 -262
M - K 747 -248
D - K 248 -428
K - L 38 -1
K - E 1164 -429
Webs Tens.Comp.
E - I 128 -113
F - I 139 -367
I - J 134 0
I - G 692 -197
I - H 10 0
G - H 207 -691
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.058K 999 240
VERT(CL): 0.102K 999 240
HORZ(LL): 0.044D - -
HORZ(TL): 0.077D - -
Creep Factor: 2.0
Max TC CSI: 0.396
Max BC CSI: 0.396
Max Web CSI: 0.723
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B02
Ply: 1
Qty:1
Wgt: 144.2 lbs
SEQN: 7696 / T8 / HIPM
FROM:DRW:
.../...07/31/2019
W5
W6
W7
W9
W7
(a)
DT -1"15
A
B
C
D
E F
G
H
IJ
KLM
10
12
3X4(A1)
3X4
3X4
2X3
6X8
2X3
4X6(R)
2X3
6X8
3X4
3X4
3X6(R)
17'3"15
(J)Supporting Member: (2) 2x8 DF-L SS
1'8"15
1'8"15
3'5"8
1'8"9
10'
6'6"8
17'3"15
7'3"15
1'8"15
1'8"15
3'5"8
1'8"9
10'9"
7'3"8
17'3"15
6'6"151'4"
4"13
8 '6 "14
1'
8 '8 "13
9 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W5, W6, W7, W9 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of
the supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing H (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/483 /17 /213
H 753 /-/-/360 /98 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 21 -912
C - D 289-1563
Chords Tens.Comp.
D - E 485 -1779
E - F 131 -471
F - G 132 -464
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 618 -214
M - L 17 -17
Chords Tens.Comp.
K - I 466 -145
J - H 0 -10
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 188 -533
C - K 694 -262
M - K 747 -248
D - K 248 -428
K - L 38 -1
K - E 1164 -429
Webs Tens.Comp.
E - I 128 -113
F - I 139 -367
I - J 134 0
I - G 692 -197
I - H 10 0
G - H 207 -691
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.058K 999 240
VERT(CL): 0.102K 999 240
HORZ(LL): 0.044D - -
HORZ(TL): 0.077D - -
Creep Factor: 2.0
Max TC CSI: 0.396
Max BC CSI: 0.396
Max Web CSI: 0.723
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B02
Ply: 1
Qty:1
Wgt: 144.2 lbs
SEQN: 7696 / T8 / HIPM
FROM:DRW:
.../...07/31/2019
W5
W6
W7
W9
W7
(a)
DT -1"15
A
B
C
D
E F
G
H
IJ
KLM
10
12
3X4(A1)
3X4
3X4
2X3
6X8
2X3
4X6(R)
2X3
6X8
3X4
3X4
3X6(R)
17'3"15
(J)Supporting Member: (2) 2x8 DF-L SS
1'8"15
1'8"15
3'5"8
1'8"9
10'
6'6"8
17'3"15
7'3"15
1'8"15
1'8"15
3'5"8
1'8"9
10'9"
7'3"8
17'3"15
6'6"151'4"
4"13
8 '6 "14
1'
8 '8 "13
9 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W9 2x4 DF-L #1&Bet.::W10, W11 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of
the supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing I (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/488 /-/250
I 753 /-/-/390 /115 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 0 -916
C - D 238-1517
D - E 56 -889
Chords Tens.Comp.
E - F 76 -830
F - G 78 -514
G - H 2 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 626 -236
Q - P 28 -9
O - N 1181 -424
N - L 611 -209
Chords Tens.Comp.
M - K 117 -33
L - J 492 -177
K - I 281 -84
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 208 -527
C - O 590 -211
Q - O 739 -280
O - P 40 -2
O - D 472 -143
D - N 233 -612
N - F 310 -49
Webs Tens.Comp.
F - J 186 -482
M - L 0 -61
J - K 222 0
J - G 482 -105
G - I 179 -597
H - I 63 -182
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.059M 999 240
VERT(CL): 0.103M 999 240
HORZ(LL): 0.096I - -
HORZ(TL): 0.167I - -
Creep Factor: 2.0
Max TC CSI: 0.392
Max BC CSI: 0.205
Max Web CSI: 0.423
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B03
Ply: 1
Qty:1
Wgt: 148.4 lbs
SEQN: 7689 / T13 / HIPM
FROM:DRW:
.../...07/31/2019
W9
W10
W11
(a)
(a)
DT -1"15
A
B
C
D
E
F
G H
I
JKLMN
OPQ
10
12
3X4(A1)
3X4
3X4
6X6
2X3
3X4
3X4
3X4
3X4
2X3
2X3 4X4
2X3
4X4 2X3
3X6(R)
17'3"15
(J)Supporting Member: (2) 2x8 DF-L SS
1'8"15
1'8"15
3'5"8
1'8"9
7'7"
4'1"8
12'
4'5"
17'3"15
5'3"15
1'8"15
1'8"15
3'5"8
1'8"9
7'7"
4'1"8
10'9"
3'2"
11'8"8
11"8
17'3"15
5'7"71'4"
4"13
10
'2"1
4
1'
10
'4"1
3
11
'5"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W9 2x4 DF-L #1&Bet.::W10, W11 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of
the supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing I (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/488 /-/250
I 753 /-/-/390 /115 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 0 -916
C - D 238-1517
D - E 56 -889
Chords Tens.Comp.
E - F 76 -830
F - G 78 -514
G - H 2 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 626 -236
Q - P 28 -9
O - N 1181 -424
N - L 611 -209
Chords Tens.Comp.
M - K 117 -33
L - J 492 -177
K - I 281 -84
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 208 -527
C - O 590 -211
Q - O 739 -280
O - P 40 -2
O - D 472 -143
D - N 233 -612
N - F 310 -49
Webs Tens.Comp.
F - J 186 -482
M - L 0 -61
J - K 222 0
J - G 482 -105
G - I 179 -597
H - I 63 -182
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.059M 999 240
VERT(CL): 0.103M 999 240
HORZ(LL): 0.096I - -
HORZ(TL): 0.167I - -
Creep Factor: 2.0
Max TC CSI: 0.392
Max BC CSI: 0.205
Max Web CSI: 0.423
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B03
Ply: 1
Qty:1
Wgt: 148.4 lbs
SEQN: 7689 / T13 / HIPM
FROM:DRW:
.../...07/31/2019
W9
W10
W11
(a)
(a)
DT -1"15
A
B
C
D
E
F
G H
I
JKLMN
OPQ
10
12
3X4(A1)
3X4
3X4
6X6
2X3
3X4
3X4
3X4
3X4
2X3
2X3 4X4
2X3
4X4 2X3
3X6(R)
17'3"15
(J)Supporting Member: (2) 2x8 DF-L SS
1'8"15
1'8"15
3'5"8
1'8"9
7'7"
4'1"8
12'
4'5"
17'3"15
5'3"15
1'8"15
1'8"15
3'5"8
1'8"9
7'7"
4'1"8
10'9"
3'2"
11'8"8
11"8
17'3"15
5'7"71'4"
4"13
10
'2"1
4
1'
10
'4"1
3
11
'5"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the following
support conditions: 17'0"15Bearing G (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/489 /-/296
G 753 /-/-/425 /144 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -897
C - D 0 -423
Chords Tens.Comp.
D - E 13 -331
E - F 2 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 585 -216
J - I 584 -217
Chords Tens.Comp.
I - H 584 -217
H - G 175 -57
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 300 0
C - H 215 -544
H - E 476 -106
Webs Tens.Comp.
E - G 207 -639
F - G 40 -113
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.017J 999 240
VERT(CL): 0.030J 999 240
HORZ(LL): 0.009C - -
HORZ(TL): 0.016C - -
Creep Factor: 2.0
Max TC CSI: 0.482
Max BC CSI: 0.327
Max Web CSI: 0.426
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B04
Ply: 1
Qty:1
Wgt: 133.0 lbs
SEQN: 7635 / T41 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)
DT -1"15
A
B
C
D
E F
GHIJ
10
12
3X4(A1)
2X3
3X4
3X4
3X4
3X4
4X4 2X3
3X6(R)
17'3"15
(J)Supporting Member: (2)
7'1"15
7'1"15
14'
6'10"1
17'3"15
3'3"15
7'1"15
7'1"15
14'
6'10"1
17'3"15
3'3"151'4"
4"13
11
'10
"14
12
'0 "13
13
'1 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the following
support conditions: 17'0"15Bearing G (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/489 /-/296
G 753 /-/-/425 /144 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -897
C - D 0 -423
Chords Tens.Comp.
D - E 13 -331
E - F 2 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 585 -216
J - I 584 -217
Chords Tens.Comp.
I - H 584 -217
H - G 175 -57
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 300 0
C - H 215 -544
H - E 476 -106
Webs Tens.Comp.
E - G 207 -639
F - G 40 -113
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.017J 999 240
VERT(CL): 0.030J 999 240
HORZ(LL): 0.009C - -
HORZ(TL): 0.016C - -
Creep Factor: 2.0
Max TC CSI: 0.482
Max BC CSI: 0.327
Max Web CSI: 0.426
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B04
Ply: 1
Qty:1
Wgt: 133.0 lbs
SEQN: 7635 / T41 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)
DT -1"15
A
B
C
D
E F
GHIJ
10
12
3X4(A1)
2X3
3X4
3X4
3X4
3X4
4X4 2X3
3X6(R)
17'3"15
(J)Supporting Member: (2)
7'1"15
7'1"15
14'
6'10"1
17'3"15
3'3"15
7'1"15
7'1"15
14'
6'10"1
17'3"15
3'3"151'4"
4"13
11
'10
"14
12
'0 "13
13
'1 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the following
support conditions: 17'0"15Bearing H (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/484 /-/347
H 753 /-/-/466 /179 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 0 -908
C - D 0 -724
Chords Tens.Comp.
D - E 0 -622
E - F 0 -247
F - G 2 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 612 -249
K - J 358 -142
Chords Tens.Comp.
J - I 358 -142
I - H 71 -23
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 162 -274
K - E 433 -92
E - I 236 -561
Webs Tens.Comp.
I - F 594 -155
F - H 234 -719
G - H 16 -45
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.53 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.023K 999 240
VERT(CL): 0.040K 999 240
HORZ(LL): 0.012C - -
HORZ(TL): 0.021C - -
Creep Factor: 2.0
Max TC CSI: 0.269
Max BC CSI: 0.413
Max Web CSI: 0.585
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B05
Ply: 1
Qty:1
Wgt: 159.6 lbs
SEQN: 7586 / T49 / HIPM
FROM:DRW:
.../...07/31/2019
W1
1
1'4"1
3
(a)
(a)
(a)
(a)
DT -1"15
A
B
C
D
E
F G
HIJK
10
12
3X4(A1)
2X3
3X4
3X4 3X4
3X4
3X4
4X4
2X3
3X6(R)
17'3"15
(J)Supporting Member: (2)
5'6"10
5'6"10
10'9"5
5'2"11
16'
5'2"11
17'3"15
1'3"15
8'1"15
8'1"15
16'
7'10"1
17'3"15
1'3"151'4"
4"13
13
'6 "14
13
'8 "13
14 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=17'0"15 uses the following
support conditions: 17'0"15Bearing H (17'0"15, 10'1"2) LUS26 Supporting Member: (2)2x8 DF-L SS (4) 0.148"x3" nails into supporting member, (3) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 881 /-/-/484 /-/347
H 753 /-/-/466 /179 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 0 -908
C - D 0 -724
Chords Tens.Comp.
D - E 0 -622
E - F 0 -247
F - G 2 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 612 -249
K - J 358 -142
Chords Tens.Comp.
J - I 358 -142
I - H 71 -23
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 162 -274
K - E 433 -92
E - I 236 -561
Webs Tens.Comp.
I - F 594 -155
F - H 234 -719
G - H 16 -45
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.53 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.023K 999 240
VERT(CL): 0.040K 999 240
HORZ(LL): 0.012C - -
HORZ(TL): 0.021C - -
Creep Factor: 2.0
Max TC CSI: 0.269
Max BC CSI: 0.413
Max Web CSI: 0.585
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B05
Ply: 1
Qty:1
Wgt: 159.6 lbs
SEQN: 7586 / T49 / HIPM
FROM:DRW:
.../...07/31/2019
W1
1
1'4"1
3
(a)
(a)
(a)
(a)
DT -1"15
A
B
C
D
E
F G
HIJK
10
12
3X4(A1)
2X3
3X4
3X4 3X4
3X4
3X4
4X4
2X3
3X6(R)
17'3"15
(J)Supporting Member: (2)
5'6"10
5'6"10
10'9"5
5'2"11
16'
5'2"11
17'3"15
1'3"15
8'1"15
8'1"15
16'
7'10"1
17'3"15
1'3"151'4"
4"13
13
'6 "14
13
'8 "13
14 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud::W3 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop 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 nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 17.33 BC: From 5 plf at -1.52 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 17.33 BC: 952 lb Conc. Load at 2.06, 4.06, 6.06, 8.0610.06,12.06,14.06,16.06
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing G (17'0"15, 10'1"2) HHUS28-2 Supporting Member: (2)2x8 DF-L SS (22) 0.162"x3.5" nails into supporting member, (8) 0.162"x3.5" nails into supported
member.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 4546 /-/-/-/262 /-
G 4707 /-/-/-/239 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =2.4
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 34 -9
B - C 145-2601
C - D 74-1159
Chords Tens.Comp.
D - E 67 -1135
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1958 -98
J - I 1942 -98
Chords Tens.Comp.
I - H 1942 -98
H - G 826 -39
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 1704 -33
C - H 79-1513
E - H 2435 -79
Webs Tens.Comp.
E - G 99 -2073
F - G 22 -78
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.061J 999 240
VERT(CL): 0.104J 999 240
HORZ(LL): 0.024C - -
HORZ(TL): 0.041C - -
Creep Factor: 2.0
Max TC CSI: 0.413
Max BC CSI: 0.807
Max Web CSI: 0.922
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B06
Ply: 2
Qty:1
Wgt: 282.8 lbs
SEQN: 7729 / T34 / HIPM
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
W1
W3
(a)
A
B
C
D
E F
GHIJ
10
12
3X8(B3)
3X10
4X8
3X4
H0510
6X8
4X8(R)
2X3
4X6(R)
17'3"15
(J)Supporting Member: (2) 2x6 DF-L #2
6'7"7
6'7"7
12'8"10
6'1"3
17'3"15
4'7"5
6'7"76'7"7 12'8"106'1"3 17'3"154'7"51'4"
4"13
11
'
12
'1 "1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud::W3 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop 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 nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 17.33 BC: From 5 plf at -1.52 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 17.33 BC: 952 lb Conc. Load at 2.06, 4.06, 6.06, 8.0610.06,12.06,14.06,16.06
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=17'0"15 uses the followingsupport conditions: 17'0"15Bearing G (17'0"15, 10'1"2) HHUS28-2 Supporting Member: (2)2x8 DF-L SS (22) 0.162"x3.5" nails into supporting member, (8) 0.162"x3.5" nails into supported
member.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 4546 /-/-/-/262 /-
G 4707 /-/-/-/239 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =2.4
G Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 34 -9
B - C 145-2601
C - D 74-1159
Chords Tens.Comp.
D - E 67 -1135
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1958 -98
J - I 1942 -98
Chords Tens.Comp.
I - H 1942 -98
H - G 826 -39
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 1704 -33
C - H 79-1513
E - H 2435 -79
Webs Tens.Comp.
E - G 99 -2073
F - G 22 -78
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.061J 999 240
VERT(CL): 0.104J 999 240
HORZ(LL): 0.024C - -
HORZ(TL): 0.041C - -
Creep Factor: 2.0
Max TC CSI: 0.413
Max BC CSI: 0.807
Max Web CSI: 0.922
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B06
Ply: 2
Qty:1
Wgt: 282.8 lbs
SEQN: 7729 / T34 / HIPM
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
W1
W3
(a)
A
B
C
D
E F
GHIJ
10
12
3X8(B3)
3X10
4X8
3X4
H0510
6X8
4X8(R)
2X3
4X6(R)
17'3"15
(J)Supporting Member: (2) 2x6 DF-L #2
6'7"7
6'7"7
12'8"10
6'1"3
17'3"15
4'7"5
6'7"76'7"7 12'8"106'1"3 17'3"154'7"51'4"
4"13
11
'
12
'1 "1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud :W4 2x4 DF-L Standard::W5 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 8.00 TC: From 34 plf at 8.00 to 34 plf at 11.44
TC: From 68 plf at 11.44 to 68 plf at 23.50 BC: From 5 plf at -1.52 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.06 BC: From 10 plf at 8.06 to 10 plf at 11.44 BC: From 20 plf at 11.44 to 20 plf at 23.50
BC: 335 lb Conc. Load at 8.06,10.06 BC: 1449 lb Conc. Load at 11.44
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=23'3" uses the followingsupport conditions: 23'3"Bearing H (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported
member.Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2225 /-/-/-/247 /-
H 1921 /-/-/-/178 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =2.4
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 -18
B - C 356-2985
C - D 303-2794
Chords Tens.Comp.
D - E 246 -2524
E - F 145 -1557
F - G 145 -1557
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 2224 -253
K - J 2074 -213
Chords Tens.Comp.
J - I 2487 -244
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 53 -197
D - K 629 -58
D - J 1016 -76
J - E 843 -92
Webs Tens.Comp.
E - I 151 -1418
F - I 136 -481
I - G 2311 -216
G - H 206 -1871
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.072J 999 240
VERT(CL): 0.124J 999 240
HORZ(LL): 0.023C - -
HORZ(TL): 0.040C - -
Creep Factor: 2.0
Max TC CSI: 0.455
Max BC CSI: 0.307
Max Web CSI: 0.520
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B07
Ply: 1
Qty:1
Wgt: 176.4 lbs
SEQN: 7630 / T25 / HIPM
FROM:DRW:
.../...07/31/2019
W4
W5
(a)
(a)
A
B
C
D E F G
HIJK
10
12
3X10(B5R)
2X3
4X8
3X4
8X8
4X4 2X3
6X10
4X8(R)
3X6
23'6"
(J)Supporting Member: (2)
4'1"15
4'1"15
8'
3'10"1
11'5"4
3'5"4
17'4"12
5'11"8
23'6"
6'1"4
8'
8'
11'5"4
3'5"4
17'4"12
5'11"8
23'6"
6'1"41'4"
4"13
7 '0"
1
3
8 '1"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud :W4 2x4 DF-L Standard::W5 2x4 DF-L #1&Bet.:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 8.00 TC: From 34 plf at 8.00 to 34 plf at 11.44
TC: From 68 plf at 11.44 to 68 plf at 23.50 BC: From 5 plf at -1.52 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.06 BC: From 10 plf at 8.06 to 10 plf at 11.44 BC: From 20 plf at 11.44 to 20 plf at 23.50
BC: 335 lb Conc. Load at 8.06,10.06 BC: 1449 lb Conc. Load at 11.44
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=23'3" uses the followingsupport conditions: 23'3"Bearing H (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported
member.Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2225 /-/-/-/247 /-
H 1921 /-/-/-/178 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =2.4
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 -18
B - C 356-2985
C - D 303-2794
Chords Tens.Comp.
D - E 246 -2524
E - F 145 -1557
F - G 145 -1557
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 2224 -253
K - J 2074 -213
Chords Tens.Comp.
J - I 2487 -244
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 53 -197
D - K 629 -58
D - J 1016 -76
J - E 843 -92
Webs Tens.Comp.
E - I 151 -1418
F - I 136 -481
I - G 2311 -216
G - H 206 -1871
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.072J 999 240
VERT(CL): 0.124J 999 240
HORZ(LL): 0.023C - -
HORZ(TL): 0.040C - -
Creep Factor: 2.0
Max TC CSI: 0.455
Max BC CSI: 0.307
Max Web CSI: 0.520
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B07
Ply: 1
Qty:1
Wgt: 176.4 lbs
SEQN: 7630 / T25 / HIPM
FROM:DRW:
.../...07/31/2019
W4
W5
(a)
(a)
A
B
C
D E F G
HIJK
10
12
3X10(B5R)
2X3
4X8
3X4
8X8
4X4 2X3
6X10
4X8(R)
3X6
23'6"
(J)Supporting Member: (2)
4'1"15
4'1"15
8'
3'10"1
11'5"4
3'5"4
17'4"12
5'11"8
23'6"
6'1"4
8'
8'
11'5"4
3'5"4
17'4"12
5'11"8
23'6"
6'1"41'4"
4"13
7 '0"
1
3
8 '1"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'3" uses the following
support conditions: 23'3"Bearing G (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1152 /-/-/607 /50 /213
G 1026 /-/-/452 /112 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 170-1305
C - D 186-1060
Chords Tens.Comp.
D - E 154 -655
E - F 153 -653
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 922 -295
J - I 727 -188
Chords Tens.Comp.
I - H 727 -188
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 144 -249
J - D 411 -37
D - H 56 -126
Webs Tens.Comp.
E - H 187 -545
H - F 1020 -239
F - G 249 -969
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.030E 999 240
VERT(CL): 0.053E 999 240
HORZ(LL): 0.013C - -
HORZ(TL): 0.023C - -
Creep Factor: 2.0
Max TC CSI: 0.475
Max BC CSI: 0.478
Max Web CSI: 0.473
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B08
Ply: 1
Qty:1
Wgt: 155.4 lbs
SEQN: 7672 / T33 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)(a)
DT -1"15
A
B
C
D E F
GHIJ
10
12
4X4(A2)
2X3
3X4
4X4
3X4
2X3
4X8
4X4
3X6
23'6"
(J)Supporting Member: (2)
5'1"15
5'1"15
10'
4'10"1
16'7"4
6'7"4
23'6"
6'10"12
10'
10'
16'7"4
6'7"4
23'6"
6'10"121'4"
4"13
8 '6 "14
8 '8 "13
9 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'3" uses the following
support conditions: 23'3"Bearing G (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1152 /-/-/607 /50 /213
G 1026 /-/-/452 /112 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 170-1305
C - D 186-1060
Chords Tens.Comp.
D - E 154 -655
E - F 153 -653
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 922 -295
J - I 727 -188
Chords Tens.Comp.
I - H 727 -188
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 144 -249
J - D 411 -37
D - H 56 -126
Webs Tens.Comp.
E - H 187 -545
H - F 1020 -239
F - G 249 -969
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.030E 999 240
VERT(CL): 0.053E 999 240
HORZ(LL): 0.013C - -
HORZ(TL): 0.023C - -
Creep Factor: 2.0
Max TC CSI: 0.475
Max BC CSI: 0.478
Max Web CSI: 0.473
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B08
Ply: 1
Qty:1
Wgt: 155.4 lbs
SEQN: 7672 / T33 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)(a)
DT -1"15
A
B
C
D E F
GHIJ
10
12
4X4(A2)
2X3
3X4
4X4
3X4
2X3
4X8
4X4
3X6
23'6"
(J)Supporting Member: (2)
5'1"15
5'1"15
10'
4'10"1
16'7"4
6'7"4
23'6"
6'10"12
10'
10'
16'7"4
6'7"4
23'6"
6'10"121'4"
4"13
8 '6 "14
8 '8 "13
9 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'3" uses the following
support conditions: 23'3"Bearing H (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1152 /-/-/620 /32 /250
H 1026 /-/-/474 /124 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 115-1323
C - D 132 -943
Chords Tens.Comp.
D - E 163 -874
E - F 121 -487
F - G 120 -485
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 918 -290
L - K 917 -291
K - J 917 -291
Chords Tens.Comp.
J - I 615 -172
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 238 0
C - J 161 -402
J - E 400 -74
E - I 108 -266
Webs Tens.Comp.
F - I 154 -453
I - G 950 -235
G - H 259 -979
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032J 999 240
VERT(CL): 0.056J 999 240
HORZ(LL): 0.015C - -
HORZ(TL): 0.026C - -
Creep Factor: 2.0
Max TC CSI: 0.331
Max BC CSI: 0.270
Max Web CSI: 0.542
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B09
Ply: 1
Qty:1
Wgt: 169.4 lbs
SEQN: 7663 / T72 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)(a)
DT -1"15
A
B
C
D
E F G
HIJKL
10
12
4X4(A2)
2X3
3X4
3X4
3X4 3X4
4X4 2X3
4X8
3X4(R)
3X6
23'6"
(J)
6'1"15
6'1"15
12'
5'10"1
17'7"4
5'7"4
23'6"
5'10"12
6'1"15
6'1"15
12'
5'10"1
17'7"4
5'7"4
23'6"
5'10"121'4"
4"13
10
'2"1
4
10
'4"1
3
11
'5"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'3" uses the following
support conditions: 23'3"Bearing H (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1152 /-/-/620 /32 /250
H 1026 /-/-/474 /124 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 115-1323
C - D 132 -943
Chords Tens.Comp.
D - E 163 -874
E - F 121 -487
F - G 120 -485
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 918 -290
L - K 917 -291
K - J 917 -291
Chords Tens.Comp.
J - I 615 -172
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 238 0
C - J 161 -402
J - E 400 -74
E - I 108 -266
Webs Tens.Comp.
F - I 154 -453
I - G 950 -235
G - H 259 -979
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032J 999 240
VERT(CL): 0.056J 999 240
HORZ(LL): 0.015C - -
HORZ(TL): 0.026C - -
Creep Factor: 2.0
Max TC CSI: 0.331
Max BC CSI: 0.270
Max Web CSI: 0.542
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B09
Ply: 1
Qty:1
Wgt: 169.4 lbs
SEQN: 7663 / T72 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)(a)
DT -1"15
A
B
C
D
E F G
HIJKL
10
12
4X4(A2)
2X3
3X4
3X4
3X4 3X4
4X4 2X3
4X8
3X4(R)
3X6
23'6"
(J)
6'1"15
6'1"15
12'
5'10"1
17'7"4
5'7"4
23'6"
5'10"12
6'1"15
6'1"15
12'
5'10"1
17'7"4
5'7"4
23'6"
5'10"121'4"
4"13
10
'2"1
4
10
'4"1
3
11
'5"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'3" uses the following
support conditions: 23'3"Bearing H (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1152 /-/-/639 /-/291
H 1026 /-/-/531 /-/-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 0-1317
C - D 0 -893
Chords Tens.Comp.
D - E 25 -840
E - F 21 -421
F - G 21 -420
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 909 -231
L - K 907 -231
K - J 907 -231
Chords Tens.Comp.
J - I 575 -95
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 266 0
C - J 184 -447
E - J 423 -83
E - I 164 -344
Webs Tens.Comp.
I - G 935 -46
F - I 0 -410
G - H 26 -982
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.033J 999 240
VERT(CL): 0.057J 999 240
HORZ(LL): 0.016C - -
HORZ(TL): 0.027C - -
Creep Factor: 2.0
Max TC CSI: 0.325
Max BC CSI: 0.291
Max Web CSI: 0.524
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B10
Ply: 1
Qty:2
Wgt: 183.4 lbs
SEQN: 7639 / T69 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)(a)
A
B
C
D
E F G
HIJKL
10
12
4X4(A2)
2X3
3X4
3X4
3X4
4X8
3X4
2X3
4X8
3X4(R)
2X3
23'6"
(J)
6'6"4
6'6"4
12'8"10
6'2"6
18'1"5
5'4"11
23'6"
5'4"11
6'6"4
6'6"4
12'8"10
6'2"6
18'1"5
5'4"11
23'6"
5'4"111'4"
4"13
11
'
12
'1"
1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'3" uses the following
support conditions: 23'3"Bearing H (23'3", 10'1"2) HUS26 Supporting Member: (2)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1152 /-/-/639 /-/291
H 1026 /-/-/531 /-/-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 0-1317
C - D 0 -893
Chords Tens.Comp.
D - E 25 -840
E - F 21 -421
F - G 21 -420
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 909 -231
L - K 907 -231
K - J 907 -231
Chords Tens.Comp.
J - I 575 -95
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 266 0
C - J 184 -447
E - J 423 -83
E - I 164 -344
Webs Tens.Comp.
I - G 935 -46
F - I 0 -410
G - H 26 -982
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.033J 999 240
VERT(CL): 0.057J 999 240
HORZ(LL): 0.016C - -
HORZ(TL): 0.027C - -
Creep Factor: 2.0
Max TC CSI: 0.325
Max BC CSI: 0.291
Max Web CSI: 0.524
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B10
Ply: 1
Qty:2
Wgt: 183.4 lbs
SEQN: 7639 / T69 / HIPM
FROM:DRW:
.../...07/31/2019
W1
(a)
(a)
(a)(a)
A
B
C
D
E F G
HIJKL
10
12
4X4(A2)
2X3
3X4
3X4
3X4
4X8
3X4
2X3
4X8
3X4(R)
2X3
23'6"
(J)
6'6"4
6'6"4
12'8"10
6'2"6
18'1"5
5'4"11
23'6"
5'4"11
6'6"4
6'6"4
12'8"10
6'2"6
18'1"5
5'4"11
23'6"
5'4"111'4"
4"13
11
'
12
'1"
1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T1 2x4 DF-L #1&Bet.:Bot chord 2x8 DF-L SS :B3 2x8 DF-L #2:
Webs 2x4 DF-L Standard :W1, W2, W3, W4 2x4 DF-L Stud::W5, W6, W10, W11 2x4 DF-L #1&Bet.::Lt Wedge 2x6 DF-L #2:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 68 plf at -1.52 to 68 plf at 37.29 BC: From 5 plf at -1.52 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 37.29
TC: 459 lb Conc. Load at 31.56 TC: 156 lb Conc. Load at 33.56,35.56
BC: 1966 lb Conc. Load at 8.06 BC: 753 lb Conc. Load at 10.06,12.06,14.06,16.06 BC: 4707 lb Conc. Load at 16.88
BC: 3799 lb Conc. Load at 23.62 BC: 617 lb Conc. Load at 25.56,27.56 BC: 226 lb Conc. Load at 29.56
Plating Notes
All plates are 4X6 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Blocking
Full Height Blocking reinforcement required toprevent buckling of members over the bearings:
bearing 2 located at 36.83'
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 9752 /-/-/-/1031/-
Z 9357 /-/-/-/712 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =5.2
Z Brg Width = 5.5 Min Req =5.0
Bearings B & Z are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 34 -9
B - C 755-7183
C - D 759-7199
D - E 699-6851
E - F 604-6274
F - G 627-6933
Chords Tens.Comp.
G - H 579 -6700
H - I 518 -6278
I - J 518 -6278
J - K 518 -6278
K - L 371 -4521
L - M 189 -2391
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Y 5482 -571
Y - X 5484 -571
X - W 5473 -570
W - V 5246 -529
V - U 5246 -529
U - T 6338 -607
Chords Tens.Comp.
T - S 6915 -624
S - R 6670 -575
R - Q 4636 -381
Q - P 4636 -381
P - O 2546 -202
O - N 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Y - C 41 -144
C - X 16 -105
X - D 765 -123
D - W 116 -622
W - E 1398 -205
E - U 2976 -217
U - F 89-1870
F - T 1874 -62
T - G 528 -105
G - S 131 -633
Webs Tens.Comp.
S - H 863 -114
H - R 162 -1110
I - R 34 -115
R - K 3614 -301
K - P 314 -3380
P - L 4469 -381
L - O 388 -4526
O - M 5129 -405
M - N 367 -4646
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.73 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.294T 999 240
VERT(CL): 0.497T 896 240
HORZ(LL): 0.090D - -
HORZ(TL): 0.153D - -
Creep Factor: 2.0
Max TC CSI: 0.741
Max BC CSI: 0.863
Max Web CSI: 0.927
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B11
Ply: 2
Qty:1
Wgt: 868.0 lbs
SEQN: 7753 / T35 / HIPM
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
T1
B3
W1 W2
W3
W4
W5
W6
W10 W10
W11
W10
W11
(a)(a)(a)(a)
A
B
C
D
E F G H I J K L M
NOPQRSTUVWXYZ
10
12
6X12(B9R)
2X3
3X4
4X6
3X6
4X6
8X10
6X6 4X12(R)
4X8(R)
4X12(R)
3X4
4X4
4X4 2X3
10X10
4X6
H0612
4X12(R)
6X10(R)
6X10(R)
8X10(R)
6X12(R)
H0510
37'3"8
4'2"10
4'2"10
8'0"12
3'10"2
10'5"1
2'4"5
13'8"10
3'3"10
16'10"8
3'1"14
20'3"
3'4"8
23'7"8
3'4"8
28'1"9
4'6"1
32'7"11
4'6"1
37'3"8
4'7"13
4'2"10
4'2"10
8'0"12
3'10"2
10'5"1
2'4"5
13'8"10
3'3"10
16'10"8
3'1"14
20'3"
3'4"8
23'7"8
3'4"8
28'1"9
4'6"1
32'7"11
4'6"1
37'3"8
4'7"131'4"
4"13
9 '1"
10
'2"
1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T1 2x4 DF-L #1&Bet.:Bot chord 2x8 DF-L SS :B3 2x8 DF-L #2:
Webs 2x4 DF-L Standard :W1, W2, W3, W4 2x4 DF-L Stud::W5, W6, W10, W11 2x4 DF-L #1&Bet.::Lt Wedge 2x6 DF-L #2:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 68 plf at -1.52 to 68 plf at 37.29 BC: From 5 plf at -1.52 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 37.29
TC: 459 lb Conc. Load at 31.56 TC: 156 lb Conc. Load at 33.56,35.56
BC: 1966 lb Conc. Load at 8.06 BC: 753 lb Conc. Load at 10.06,12.06,14.06,16.06 BC: 4707 lb Conc. Load at 16.88
BC: 3799 lb Conc. Load at 23.62 BC: 617 lb Conc. Load at 25.56,27.56 BC: 226 lb Conc. Load at 29.56
Plating Notes
All plates are 4X6 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Blocking
Full Height Blocking reinforcement required toprevent buckling of members over the bearings:
bearing 2 located at 36.83'
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 9752 /-/-/-/1031/-
Z 9357 /-/-/-/712 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =5.2
Z Brg Width = 5.5 Min Req =5.0
Bearings B & Z are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 34 -9
B - C 755-7183
C - D 759-7199
D - E 699-6851
E - F 604-6274
F - G 627-6933
Chords Tens.Comp.
G - H 579 -6700
H - I 518 -6278
I - J 518 -6278
J - K 518 -6278
K - L 371 -4521
L - M 189 -2391
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Y 5482 -571
Y - X 5484 -571
X - W 5473 -570
W - V 5246 -529
V - U 5246 -529
U - T 6338 -607
Chords Tens.Comp.
T - S 6915 -624
S - R 6670 -575
R - Q 4636 -381
Q - P 4636 -381
P - O 2546 -202
O - N 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Y - C 41 -144
C - X 16 -105
X - D 765 -123
D - W 116 -622
W - E 1398 -205
E - U 2976 -217
U - F 89-1870
F - T 1874 -62
T - G 528 -105
G - S 131 -633
Webs Tens.Comp.
S - H 863 -114
H - R 162 -1110
I - R 34 -115
R - K 3614 -301
K - P 314 -3380
P - L 4469 -381
L - O 388 -4526
O - M 5129 -405
M - N 367 -4646
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.73 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.294T 999 240
VERT(CL): 0.497T 896 240
HORZ(LL): 0.090D - -
HORZ(TL): 0.153D - -
Creep Factor: 2.0
Max TC CSI: 0.741
Max BC CSI: 0.863
Max Web CSI: 0.927
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:B11
Ply: 2
Qty:1
Wgt: 868.0 lbs
SEQN: 7753 / T35 / HIPM
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
T1
B3
W1 W2
W3
W4
W5
W6
W10 W10
W11
W10
W11
(a)(a)(a)(a)
A
B
C
D
E F G H I J K L M
NOPQRSTUVWXYZ
10
12
6X12(B9R)
2X3
3X4
4X6
3X6
4X6
8X10
6X6 4X12(R)
4X8(R)
4X12(R)
3X4
4X4
4X4 2X3
10X10
4X6
H0612
4X12(R)
6X10(R)
6X10(R)
8X10(R)
6X12(R)
H0510
37'3"8
4'2"10
4'2"10
8'0"12
3'10"2
10'5"1
2'4"5
13'8"10
3'3"10
16'10"8
3'1"14
20'3"
3'4"8
23'7"8
3'4"8
28'1"9
4'6"1
32'7"11
4'6"1
37'3"8
4'7"13
4'2"10
4'2"10
8'0"12
3'10"2
10'5"1
2'4"5
13'8"10
3'3"10
16'10"8
3'1"14
20'3"
3'4"8
23'7"8
3'4"8
28'1"9
4'6"1
32'7"11
4'6"1
37'3"8
4'7"131'4"
4"13
9 '1"
10
'2"
1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3(**) except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 26 /-/-/15 /-/20
B*89 /-/-/32 /4 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 121 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 10 -30
B - C 13 -81
Chords Tens.Comp.
C - D 3 -34
D - E 3 -32
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 56 -13
H - G 32 -3
Chords Tens.Comp.
G - F 32 -3
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 42 -93
D - G 141 -400
Webs Tens.Comp.
E - F 44 -125
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000D 999 240
VERT(CL): 0.000D 999 240
HORZ(LL): 0.000F - -
HORZ(TL): 0.001F - -
Creep Factor: 2.0
Max TC CSI: 0.240
Max BC CSI: 0.123
Max Web CSI: 0.074
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:BC01
Ply: 1
Qty:1
Wgt: 39.2 lbs
SEQN: 7724 / T63 / HIPM
FROM:DRW:
.../...07/31/2019
DT -1"15
A
B
C D E
F
GH
10
12
3X4(A1)
4X4
2X3(**)
2X3(**)
2X3(**)
2X3
2X3
10'9"6
7"9
7"9
1'3"6
7"13 6'0"6
4'9"
10'9"6
4'9"
7"9
7"9 6'0"6
5'4"13
10'5"14
4'5"8
10'9"6
3"8
9"
6
11
"
5
1"8
1'0"13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3(**) except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 26 /-/-/15 /-/20
B*89 /-/-/32 /4 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 121 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 10 -30
B - C 13 -81
Chords Tens.Comp.
C - D 3 -34
D - E 3 -32
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 56 -13
H - G 32 -3
Chords Tens.Comp.
G - F 32 -3
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 42 -93
D - G 141 -400
Webs Tens.Comp.
E - F 44 -125
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000D 999 240
VERT(CL): 0.000D 999 240
HORZ(LL): 0.000F - -
HORZ(TL): 0.001F - -
Creep Factor: 2.0
Max TC CSI: 0.240
Max BC CSI: 0.123
Max Web CSI: 0.074
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:BC01
Ply: 1
Qty:1
Wgt: 39.2 lbs
SEQN: 7724 / T63 / HIPM
FROM:DRW:
.../...07/31/2019
DT -1"15
A
B
C D E
F
GH
10
12
3X4(A1)
4X4
2X3(**)
2X3(**)
2X3(**)
2X3
2X3
10'9"6
7"9
7"9
1'3"6
7"13 6'0"6
4'9"
10'9"6
4'9"
7"9
7"9 6'0"6
5'4"13
10'5"14
4'5"8
10'9"6
3"8
9"
6
11
"
5
1"8
1'0"13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 29 /-/-/45 /6 /60
B*89 /-/-/36 /7 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 121 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 27 -92
B - C 39 -75
C - D 6 -85
Chords Tens.Comp.
D - E 3 -7
E - F 1 -3
F - G 1 -3
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 24 -12
K - J 3 -1
Chords Tens.Comp.
J - I 3 -1
I - H 3 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 113 -223
E - J 109 -295
Webs Tens.Comp.
F - I 77 -218
G - H 31 -10
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.53 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.008D 999 240
VERT(CL): 0.018D 999 240
HORZ(LL): 0.007E - -
HORZ(TL): 0.015E - -
Creep Factor: 2.0
Max TC CSI: 0.179
Max BC CSI: 0.071
Max Web CSI: 0.060
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:BC02
Ply: 1
Qty:1
Wgt: 46.2 lbs
SEQN: 7636 / T71 / HIPM
FROM:DRW:
.../...07/31/2019
DT -1"15
A
B
C
D E F G
H
IJK
10
12
3X4(A1)
2X3
2X3
3X4 2X3
2X3
2X3
2X3
2X3
2X3
10'9"6
7"9
7"9
1'10"7
1'2"14 3'3"6
1'4"15
5'10"7
2'7"1
9'10"7
4'
10'9"6
10"15
7"9
7"9 1'10"7
1'2"14
5'10"7
4'
9'10"7
4'
10'9"6
10"15
2 '5 "6
2 '7 "5
1"8
2 '8 "13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 29 /-/-/45 /6 /60
B*89 /-/-/36 /7 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 121 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 27 -92
B - C 39 -75
C - D 6 -85
Chords Tens.Comp.
D - E 3 -7
E - F 1 -3
F - G 1 -3
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 24 -12
K - J 3 -1
Chords Tens.Comp.
J - I 3 -1
I - H 3 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 113 -223
E - J 109 -295
Webs Tens.Comp.
F - I 77 -218
G - H 31 -10
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.53 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.008D 999 240
VERT(CL): 0.018D 999 240
HORZ(LL): 0.007E - -
HORZ(TL): 0.015E - -
Creep Factor: 2.0
Max TC CSI: 0.179
Max BC CSI: 0.071
Max Web CSI: 0.060
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:BC02
Ply: 1
Qty:1
Wgt: 46.2 lbs
SEQN: 7636 / T71 / HIPM
FROM:DRW:
.../...07/31/2019
DT -1"15
A
B
C
D E F G
H
IJK
10
12
3X4(A1)
2X3
2X3
3X4 2X3
2X3
2X3
2X3
2X3
2X3
10'9"6
7"9
7"9
1'10"7
1'2"14 3'3"6
1'4"15
5'10"7
2'7"1
9'10"7
4'
10'9"6
10"15
7"9
7"9 1'10"7
1'2"14
5'10"7
4'
9'10"7
4'
10'9"6
10"15
2 '5 "6
2 '7 "5
1"8
2 '8 "13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Nailnote
Nail Schedule:0.131"x3", min. nailsTop 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.
Plating Notes
All plates are 2X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1 /-/-/-/-/-
B*79 /-/-/-/-/-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 47.7 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 9 0
B - C 17 -22
Chords Tens.Comp.
C - D 4 -25
D - E 0 -3
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 4 0
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 0 -72
Webs Tens.Comp.
E - F 0 -26
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category:
EXP: CKzt: NA
Mean Height: 0.00 ft
TCDL: 4.2 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 0.00
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001D 999 240
VERT(CL): 0.001D 999 240
HORZ(LL): 0.001E - -
HORZ(TL): 0.001E - -
Creep Factor: 2.0
Max TC CSI: 0.021
Max BC CSI: 0.004
Max Web CSI: 0.014
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:BC03
Ply: 2
Qty:1
Wgt: 47.6 lbs
SEQN: 7674 / T12 / HIPM
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
DT -1"15
A
B
C
D
E
F
G
10
12
3X4(A1)
2X3
2X3
3X4
2X3
2X3
4'7"5
7"9
7"9
2'9"6
2'1"13
4'0"6
1'3"
4'7"5
6"15
7"9
7"9 2'9"6
2'1"13
4'7"5
1'9"15
3'0
"14
3'2
"13
1"8
3'4
"5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Nailnote
Nail Schedule:0.131"x3", min. nailsTop 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.
Plating Notes
All plates are 2X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto brace all flat TC @ 24" oc, all BC @ 24" oc.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1 /-/-/-/-/-
B*79 /-/-/-/-/-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 47.7 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 9 0
B - C 17 -22
Chords Tens.Comp.
C - D 4 -25
D - E 0 -3
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 4 0
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 0 -72
Webs Tens.Comp.
E - F 0 -26
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category:
EXP: CKzt: NA
Mean Height: 0.00 ft
TCDL: 4.2 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 0.00
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001D 999 240
VERT(CL): 0.001D 999 240
HORZ(LL): 0.001E - -
HORZ(TL): 0.001E - -
Creep Factor: 2.0
Max TC CSI: 0.021
Max BC CSI: 0.004
Max Web CSI: 0.014
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:BC03
Ply: 2
Qty:1
Wgt: 47.6 lbs
SEQN: 7674 / T12 / HIPM
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
DT -1"15
A
B
C
D
E
F
G
10
12
3X4(A1)
2X3
2X3
3X4
2X3
2X3
4'7"5
7"9
7"9
2'9"6
2'1"13
4'0"6
1'3"
4'7"5
6"15
7"9
7"9 2'9"6
2'1"13
4'7"5
1'9"15
3'0
"14
3'2
"13
1"8
3'4
"5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T4 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L #2 :B3 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Plating Notes
All plates are 2X3 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Additional Notes
See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB1540 /-/-/614 /102 /310
AR1540 /-/-/614 /102 /-
Wind reactions based on MWFRS
ABBrg Width = 5.5 Min Req =1.6
ARBrg Width = 5.5 Min Req =1.6
Bearings AB & AR are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
G - H 639-1169
N - O 259-1167
N - P 478 -376
A - B 70 0
B - C 117-1307
C - D 149-1372
D - E 169-1336
E - F 195-1347
F - G 484 -380
F - G 254-1192
G - F 261-1169
H - I 85 -263
Chords Tens.Comp.
I - J 122 -80
J - K 172 -101
K - L 147 -73
L - M 113 -77
M - N 81 -253
O - P 252 -1190
P - Q 194 -1346
Q - R 168 -1335
R - S 148 -1371
S - T 116 -1307
T - U 70 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
AB-AA 321 -315
AA- Z 321 -315
Z -AF 1457 -913
Chords Tens.Comp.
X - W 12 -5
AN- X 1555 -794
W - V 12 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B -AB 176-1311
B -AC 1000 -42
AD-AE 1005 -39
AE-AF 992 -42
AF- Z 955 -59
F - Z 387 0
H -AG 285 -957
AG-AH 280 -933
J -AH 71 -112
J -AJ 200 -209
AH-AI 280 -935
AI-AL 279 -934
Webs Tens.Comp.
AJ-AK 203 -202
AK-AL 198 -215
AL- L 33 -47
AL-AM 284 -943
AM- N 289 -966
X - P 386 0
X -AN 955 -61
AN-AO 992 -45
AO-AP 1005 -42
AQ- T 1000 -45
T - V 176 -1312
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.280Y 999 240
VERT(CL): 0.431Y 733 240
HORZ(LL): 0.135F - -
HORZ(TL): 0.209F - -
Creep Factor: 2.0
Max TC CSI: 0.554
Max BC CSI: 0.536
Max Web CSI: 0.825
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C01
Ply: 1
Qty:1
Wgt: 315.0 lbs
SEQN: 4624 / T55 / GABL
FROM:
Page 1 of 2
DRW:
.../...07/31/2019
T4
B3
W3
W3
A
B
C
D
E
F G
H
IJ K LM
N
O P
Q
R
S
T
U
VWXYZAAAB
AC
AD AE AF
AGAHAI
AJ AK
ALAM
AN AO APAQ
AR
10
12
3X6(R)
3X6
2X33X6
2X3
2X3
2X3
2X3
2X3
3X6(**)
4X12
4X62X3(R)3X4
3X4
3X6
3X4
2X3
2X3
6X6
2X3
2X3
2X3
2X3
4X6
2X3
2X3
2X3
2X3
3X4
4X6(R)
2X3
2X3
3X4
3X6
3X4
3X42X3(R)
4X6
4X12
3X6(**)
2X3
2X3
2X3
2X3
3X6
2X3
2X3 3X6(R)
3X6
26'4"
1'4"
(TYP)
6'8"2'4"6'8"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13 10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"1'4"
2'4
"13
15'
5'7
"5
8'2
"
9'1
"
11
'
6
"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T4 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L #2 :B3 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Plating Notes
All plates are 2X3 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Additional Notes
See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other
requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AB1540 /-/-/614 /102 /310
AR1540 /-/-/614 /102 /-
Wind reactions based on MWFRS
ABBrg Width = 5.5 Min Req =1.6
ARBrg Width = 5.5 Min Req =1.6
Bearings AB & AR are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
G - H 639-1169
N - O 259-1167
N - P 478 -376
A - B 70 0
B - C 117-1307
C - D 149-1372
D - E 169-1336
E - F 195-1347
F - G 484 -380
F - G 254-1192
G - F 261-1169
H - I 85 -263
Chords Tens.Comp.
I - J 122 -80
J - K 172 -101
K - L 147 -73
L - M 113 -77
M - N 81 -253
O - P 252 -1190
P - Q 194 -1346
Q - R 168 -1335
R - S 148 -1371
S - T 116 -1307
T - U 70 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
AB-AA 321 -315
AA- Z 321 -315
Z -AF 1457 -913
Chords Tens.Comp.
X - W 12 -5
AN- X 1555 -794
W - V 12 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B -AB 176-1311
B -AC 1000 -42
AD-AE 1005 -39
AE-AF 992 -42
AF- Z 955 -59
F - Z 387 0
H -AG 285 -957
AG-AH 280 -933
J -AH 71 -112
J -AJ 200 -209
AH-AI 280 -935
AI-AL 279 -934
Webs Tens.Comp.
AJ-AK 203 -202
AK-AL 198 -215
AL- L 33 -47
AL-AM 284 -943
AM- N 289 -966
X - P 386 0
X -AN 955 -61
AN-AO 992 -45
AO-AP 1005 -42
AQ- T 1000 -45
T - V 176 -1312
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.280Y 999 240
VERT(CL): 0.431Y 733 240
HORZ(LL): 0.135F - -
HORZ(TL): 0.209F - -
Creep Factor: 2.0
Max TC CSI: 0.554
Max BC CSI: 0.536
Max Web CSI: 0.825
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C01
Ply: 1
Qty:1
Wgt: 315.0 lbs
SEQN: 4624 / T55 / GABL
FROM:
Page 1 of 2
DRW:
.../...07/31/2019
T4
B3
W3
W3
A
B
C
D
E
F G
H
IJ K LM
N
O P
Q
R
S
T
U
VWXYZAAAB
AC
AD AE AF
AGAHAI
AJ AK
ALAM
AN AO APAQ
AR
10
12
3X6(R)
3X6
2X33X6
2X3
2X3
2X3
2X3
2X3
3X6(**)
4X12
4X62X3(R)3X4
3X4
3X6
3X4
2X3
2X3
6X6
2X3
2X3
2X3
2X3
4X6
2X3
2X3
2X3
2X3
3X4
4X6(R)
2X3
2X3
3X4
3X6
3X4
3X42X3(R)
4X6
4X12
3X6(**)
2X3
2X3
2X3
2X3
3X6
2X3
2X3 3X6(R)
3X6
26'4"
1'4"
(TYP)
6'8"2'4"6'8"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13 10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"1'4"
2'4
"13
15'
5'7
"5
8'2
"
9'1
"
11
'
6
"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C -AC 62 -207
AA-AD 80 -281
D -AE 16 -36
E -AF 26 -110
I -AG 198 -69
AI-AJ 12 -61
Gables Tens.Comp.
AK- K 23 -124
AM- M 187 -58
AN- Q 26 -110
AO- R 16 -36
AP- W 80 -280
AQ- S 62 -207
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C01
Ply: 1
Qty:1
Wgt: 315.0 lbs
SEQN: 4624 / T55 / GABL
FROM:
Page 2 of 2
DRW:
.../...07/31/2019
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T4 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L #2 :B3 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1540 /-/-/614 /103 /311
T 1540 /-/-/614 /103 /-
Wind reactions based on MWFRS
Q Brg Width = 5.5 Min Req =1.6
T Brg Width = 5.5 Min Req =1.6
Bearings Q & T are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - E 632-1089
H - I 231-1049
H - J 434 -378
A - B 70 0
B - C 170-1410
C - D 436 -380
C - D 226-1074
Chords Tens.Comp.
D - C 233 -1051
E - F 83 -223
F - G 179 -95
G - H 81 -211
I - J 225 -1072
J - K 170 -1410
K - L 70 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
Q - P 323 -316
Chords Tens.Comp.
N - M 15 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - Q 221-1505
B - P 976 -47
C - P 291 -28
E - R 292 -978
F - R 80 -24
F - S 190 -193
Webs Tens.Comp.
R - S 290 -969
S - G 124 -87
S - H 296 -988
N - J 291 -30
N - K 976 -50
K - M 220 -1504
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.313O 999 240
VERT(CL): 0.480O 658 240
HORZ(LL): 0.151C - -
HORZ(TL): 0.231C - -
Creep Factor: 2.0
Max TC CSI: 0.639
Max BC CSI: 0.577
Max Web CSI: 0.327
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C02
Ply: 1
Qty:6
Wgt: 270.2 lbs
SEQN: 4627 / T42 / ATIC
FROM:DRW:
.../...07/31/2019
T4
B3
W3
W3
A
B
C D
E
F G
H
I J
K
L
MNOPQ
R S
T
10
12
3X6(R)
3X6
3X6(**)
4X12
4X62X3(R)3X4
3X4
3X6
3X4
6X6
2X3
2X3
H0510
2X3 2X3
3X4
4X6(R)
3X4
3X6
3X4
3X42X3(R)
4X6
4X12
3X6(**)
3X6(R)
3X6
26'4"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13 10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"1'4"
2 '4"1
3
15'
5 '7"5
8 '2"
9 '1"
11
'6"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T4 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L #2 :B3 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1540 /-/-/614 /103 /311
T 1540 /-/-/614 /103 /-
Wind reactions based on MWFRS
Q Brg Width = 5.5 Min Req =1.6
T Brg Width = 5.5 Min Req =1.6
Bearings Q & T are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - E 632-1089
H - I 231-1049
H - J 434 -378
A - B 70 0
B - C 170-1410
C - D 436 -380
C - D 226-1074
Chords Tens.Comp.
D - C 233 -1051
E - F 83 -223
F - G 179 -95
G - H 81 -211
I - J 225 -1072
J - K 170 -1410
K - L 70 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
Q - P 323 -316
Chords Tens.Comp.
N - M 15 -6
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - Q 221-1505
B - P 976 -47
C - P 291 -28
E - R 292 -978
F - R 80 -24
F - S 190 -193
Webs Tens.Comp.
R - S 290 -969
S - G 124 -87
S - H 296 -988
N - J 291 -30
N - K 976 -50
K - M 220 -1504
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.313O 999 240
VERT(CL): 0.480O 658 240
HORZ(LL): 0.151C - -
HORZ(TL): 0.231C - -
Creep Factor: 2.0
Max TC CSI: 0.639
Max BC CSI: 0.577
Max Web CSI: 0.327
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C02
Ply: 1
Qty:6
Wgt: 270.2 lbs
SEQN: 4627 / T42 / ATIC
FROM:DRW:
.../...07/31/2019
T4
B3
W3
W3
A
B
C D
E
F G
H
I J
K
L
MNOPQ
R S
T
10
12
3X6(R)
3X6
3X6(**)
4X12
4X62X3(R)3X4
3X4
3X6
3X4
6X6
2X3
2X3
H0510
2X3 2X3
3X4
4X6(R)
3X4
3X6
3X4
3X42X3(R)
4X6
4X12
3X6(**)
3X6(R)
3X6
26'4"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13 10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"1'4"
2 '4"1
3
15'
5 '7"5
8 '2"
9 '1"
11
'6"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T4 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L #2 :B3 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1543 /-/-/615 /102 /292
S 1428 /-/-/543 /84 /-
Wind reactions based on MWFRS
P Brg Width = 5.5 Min Req =1.6
S Brg Width = 5.5 Min Req =1.5
Bearings P & S are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - E 632-1080
H - I 208-1051
H - J 420 -371
A - B 70 0
B - C 169-1417
C - D 433 -380
C - D 227-1066
Chords Tens.Comp.
D - C 234 -1043
E - F 83 -219
F - G 179 -91
G - H 80 -206
I - J 201 -1074
J - K 156 -1409
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 304 -280
Chords Tens.Comp.
M - L 18 -7
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - P 220-1511
B - O 982 -46
C - O 293 -28
E - Q 292 -991
F - Q 81 -24
F - R 188 -191
Webs Tens.Comp.
Q - R 289 -982
R - G 123 -86
R - H 297 -1000
M - J 289 -44
M - K 979 -30
K - L 158 -1388
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.316N 999 240
VERT(CL): 0.485N 651 240
HORZ(LL): 0.146C - -
HORZ(TL): 0.225C - -
Creep Factor: 2.0
Max TC CSI: 0.658
Max BC CSI: 0.579
Max Web CSI: 0.329
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C03
Ply: 1
Qty:8
Wgt: 266.0 lbs
SEQN: 4630 / T56 / ATIC
FROM:DRW:
.../...07/31/2019
T4
B3
W3
W3
A
B
C
D
E
F G
H
I J
K
LMNOP
Q R
S
10
12
3X6(R)
3X6
3X6(**)
4X12
4X6
2X3(R)3X4
3X4
3X6
3X4
6X6
2X3
2X3
H0510
2X3 2X3
3X4
4X6(R)
3X4
3X6
3X4
3X4
2X3(R)
4X6
4X12
3X6(**)
3X6(R)
3X6
26'4"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13
10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'
26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"
2'4
"13
15'
5'7
"5
8'2
"
9'1
"
11
'
6
"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T4 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L #2 :B3 2x4 DF-L #1&Bet.:
Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1543 /-/-/615 /102 /292
S 1428 /-/-/543 /84 /-
Wind reactions based on MWFRS
P Brg Width = 5.5 Min Req =1.6
S Brg Width = 5.5 Min Req =1.5
Bearings P & S are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - E 632-1080
H - I 208-1051
H - J 420 -371
A - B 70 0
B - C 169-1417
C - D 433 -380
C - D 227-1066
Chords Tens.Comp.
D - C 234 -1043
E - F 83 -219
F - G 179 -91
G - H 80 -206
I - J 201 -1074
J - K 156 -1409
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 304 -280
Chords Tens.Comp.
M - L 18 -7
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - P 220-1511
B - O 982 -46
C - O 293 -28
E - Q 292 -991
F - Q 81 -24
F - R 188 -191
Webs Tens.Comp.
Q - R 289 -982
R - G 123 -86
R - H 297 -1000
M - J 289 -44
M - K 979 -30
K - L 158 -1388
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.316N 999 240
VERT(CL): 0.485N 651 240
HORZ(LL): 0.146C - -
HORZ(TL): 0.225C - -
Creep Factor: 2.0
Max TC CSI: 0.658
Max BC CSI: 0.579
Max Web CSI: 0.329
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C03
Ply: 1
Qty:8
Wgt: 266.0 lbs
SEQN: 4630 / T56 / ATIC
FROM:DRW:
.../...07/31/2019
T4
B3
W3
W3
A
B
C
D
E
F G
H
I J
K
LMNOP
Q R
S
10
12
3X6(R)
3X6
3X6(**)
4X12
4X6
2X3(R)3X4
3X4
3X6
3X4
6X6
2X3
2X3
H0510
2X3 2X3
3X4
4X6(R)
3X4
3X6
3X4
3X4
2X3(R)
4X6
4X12
3X6(**)
3X6(R)
3X6
26'4"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13
10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'
26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"
2'4
"13
15'
5'7
"5
8'2
"
9'1
"
11
'
6
"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T3 2x6 DF-L SS::T4 2x4 DF-L #1&Bet.:
Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2::B3 2x4 DF-L #1&Bet.:Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 9.25" o.c.Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Plating Notes
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 5-8-0 to 20-8-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Collar-tie braced with continuous lateral bracing at24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 3446 /-/-/921 /159 /381
S 3273 /-/-/808 /129 /-
Wind reactions based on MWFRS
P Brg Width = 5.5 Min Req =1.8
S Brg Width = 5.5 Min Req =1.7
Bearings P & S are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - E 416-1258
H - I 161-1297
H - J 253 -236
A - B 52 0
B - C 147-1701
C - D 264 -242
C - D 178-1314
Chords Tens.Comp.
D - C 183 -1295
E - F 131 -115
F - G 323 -26
G - H 146 -97
I - J 156 -1316
J - K 138 -1694
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 199 -180
Chords Tens.Comp.
M - L 19 -4
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - P 181-1742
B - O 1208 -26
C - O 584 -20
E - Q 206-1401
F - Q 169 -17
F - R 105 -107
Webs Tens.Comp.
Q - R 204 -1383
R - G 160 -46
R - H 210 -1415
M - J 580 -33
M - K 1206 -45
K - L 131 -1649
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 36.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.37 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.420N 752 240
VERT(CL): 0.673N 469 240
HORZ(LL): 0.190C - -
HORZ(TL): 0.346C - -
Creep Factor: 2.0
Max TC CSI: 0.858
Max BC CSI: 0.730
Max Web CSI: 0.404
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C04
Ply: 2
Qty:1
Wgt: 532.0 lbs
SEQN: 4633 / T29 / ATIC
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
T3
T4
T3
B2
B3
W3
W3
A
B
C
D
E
F G
H
I J
K
LMNOP
Q R
S
10
12
4X6(R)
3X6
3X6(**)
4X12
4X83X4 3X4
3X4(R)
4X6
3X4
6X6
2X3
3X4 H0510
2X3 2X3
3X4
4X6(R)
3X4
4X6
3X4(R)
3X43X4
4X8
4X12
3X6(**)
4X6
3X6
26'4"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13
10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'
26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"
2 '4 "13
15'
5 '7 "5
8 '2"
9 '1"
11
'6"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T3 2x6 DF-L SS::T4 2x4 DF-L #1&Bet.:
Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2::B3 2x4 DF-L #1&Bet.:Webs 2x4 DF-L Stud :W3 2x6 DF-L #2:
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 9.25" o.c.Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Plating Notes
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 5-8-0 to 20-8-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Collar-tie braced with continuous lateral bracing at24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 3446 /-/-/921 /159 /381
S 3273 /-/-/808 /129 /-
Wind reactions based on MWFRS
P Brg Width = 5.5 Min Req =1.8
S Brg Width = 5.5 Min Req =1.7
Bearings P & S are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - E 416-1258
H - I 161-1297
H - J 253 -236
A - B 52 0
B - C 147-1701
C - D 264 -242
C - D 178-1314
Chords Tens.Comp.
D - C 183 -1295
E - F 131 -115
F - G 323 -26
G - H 146 -97
I - J 156 -1316
J - K 138 -1694
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 199 -180
Chords Tens.Comp.
M - L 19 -4
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - P 181-1742
B - O 1208 -26
C - O 584 -20
E - Q 206-1401
F - Q 169 -17
F - R 105 -107
Webs Tens.Comp.
Q - R 204 -1383
R - G 160 -46
R - H 210 -1415
M - J 580 -33
M - K 1206 -45
K - L 131 -1649
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 36.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.37 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.420N 752 240
VERT(CL): 0.673N 469 240
HORZ(LL): 0.190C - -
HORZ(TL): 0.346C - -
Creep Factor: 2.0
Max TC CSI: 0.858
Max BC CSI: 0.730
Max Web CSI: 0.404
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C04
Ply: 2
Qty:1
Wgt: 532.0 lbs
SEQN: 4633 / T29 / ATIC
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
T3
T4
T3
B2
B3
W3
W3
A
B
C
D
E
F G
H
I J
K
LMNOP
Q R
S
10
12
4X6(R)
3X6
3X6(**)
4X12
4X83X4 3X4
3X4(R)
4X6
3X4
6X6
2X3
3X4 H0510
2X3 2X3
3X4
4X6(R)
3X4
4X6
3X4(R)
3X43X4
4X8
4X12
3X6(**)
4X6
3X6
26'4"
5'8"
5'8"
5'8"
0'
8'8"13
3'0"13
10'11"
2'2"3
15'5"
4'5"15
17'7"3
2'2"3
20'8"
3'0"13
20'8"
0'
26'4"
5'8"
5'8"
5'8"
10'11"
5'3"
15'5"
4'5"15
20'8"
5'3"
26'4"
5'8"1'4"
2 '4 "13
15'
5 '7 "5
8 '2"
9 '1"
11
'6"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L SS :T2 2x6 DF-L #2::T3 2x4 DF-L #1&Bet.:
Bot chord 2x6 DF-L #2 :B1 2x6 DF-L SS::B3 2x4 DF-L #1&Bet.:Webs 2x4 DF-L Stud :W4, W8 2x6 DF-L #2::W9, W11, W12 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint, equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 9.25" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Loading
Attic room loading from 5-8-0 to 20-8-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Collar-tie braced with continuous lateral bracing at24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 3980 /-/-/1176/-/303
T 2672 /-/-/580 /208 /-
Wind reactions based on MWFRS
O Brg Width = 5.5 Min Req =1.7
T Brg Width = 5.5 Min Req =1.5
Bearing O is a rigid surface.
Bearing T Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
C - D 677-1265
A - B 52 -331
B - C 65-1131
C - B 206 -896
D - E 95-1145
Chords Tens.Comp.
E - F 101 -1706
F - G 101 -1704
G - H 23 -1592
H - I 41 -278
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 0 -19
O - N 373 -162
N - O 730 -600
Chords Tens.Comp.
L - K 407 -156
K - L 1295 -1034
K - J 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 22 -242
A - O 423 -27
B - O 71-1460
C - N 664 -36
D - Q 687 -41
E - Q 39 -14
E - R 712 -51
Q - R 686 -41
F - R 94 -243
Webs Tens.Comp.
R - G 155 -318
R - S 1262 -11
L - S 956 0
G - S 200 -268
S - H 1614 -16
S - K 371 -361
H - K 37 -1063
K - I 1219 -179
I - J 194 -1262
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 36.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.264M 991 240
VERT(CL): 0.457M 571 240
HORZ(LL):-0.295B - -
HORZ(TL): 0.517B - -
Creep Factor: 2.0
Max TC CSI: 0.745
Max BC CSI: 0.942
Max Web CSI: 0.573
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C05
Ply: 2
Qty:1
Wgt: 649.6 lbs
SEQN: 4398 / T46 / ATIC
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
T2
T3
B1
B3
W4
W8
W9
W11
W12
W11
(a)(a)
A
B
C
D
E F G H I
JKLMNOP
Q R S
T
10
12
3X6(R)
2X3
3X4
4X4
3X6
3X6
3X42X3(R)
3X4(R)
3X6
3X4
6X6
2X3
3X4
H0510
2X3 2X3
2X3
3X8
3X4 3X4
3X6
3X6
H0510
4X6
4X10
4X4(R)
3X6
4'5"11 21'10"5
4'8"7
4'8"7
5'8"
11"9
8'8"13
3'0"13
10'11"
2'2"3
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
5'8"
5'8"
10'11"
5'3"
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
2 '4 "13
11
'6"
9 '1"
15'
10
'3 "8
5 '7 "5
8 '2"
9 '1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L SS :T2 2x6 DF-L #2::T3 2x4 DF-L #1&Bet.:
Bot chord 2x6 DF-L #2 :B1 2x6 DF-L SS::B3 2x4 DF-L #1&Bet.:Webs 2x4 DF-L Stud :W4, W8 2x6 DF-L #2::W9, W11, W12 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint, equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 9.25" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Loading
Attic room loading from 5-8-0 to 20-8-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Collar-tie braced with continuous lateral bracing at24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 3980 /-/-/1176/-/303
T 2672 /-/-/580 /208 /-
Wind reactions based on MWFRS
O Brg Width = 5.5 Min Req =1.7
T Brg Width = 5.5 Min Req =1.5
Bearing O is a rigid surface.
Bearing T Fcperp = 625psi.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
C - D 677-1265
A - B 52 -331
B - C 65-1131
C - B 206 -896
D - E 95-1145
Chords Tens.Comp.
E - F 101 -1706
F - G 101 -1704
G - H 23 -1592
H - I 41 -278
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 0 -19
O - N 373 -162
N - O 730 -600
Chords Tens.Comp.
L - K 407 -156
K - L 1295 -1034
K - J 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 22 -242
A - O 423 -27
B - O 71-1460
C - N 664 -36
D - Q 687 -41
E - Q 39 -14
E - R 712 -51
Q - R 686 -41
F - R 94 -243
Webs Tens.Comp.
R - G 155 -318
R - S 1262 -11
L - S 956 0
G - S 200 -268
S - H 1614 -16
S - K 371 -361
H - K 37 -1063
K - I 1219 -179
I - J 194 -1262
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 36.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.264M 991 240
VERT(CL): 0.457M 571 240
HORZ(LL):-0.295B - -
HORZ(TL): 0.517B - -
Creep Factor: 2.0
Max TC CSI: 0.745
Max BC CSI: 0.942
Max Web CSI: 0.573
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C05
Ply: 2
Qty:1
Wgt: 649.6 lbs
SEQN: 4398 / T46 / ATIC
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
T2
T3
B1
B3
W4
W8
W9
W11
W12
W11
(a)(a)
A
B
C
D
E F G H I
JKLMNOP
Q R S
T
10
12
3X6(R)
2X3
3X4
4X4
3X6
3X6
3X42X3(R)
3X4(R)
3X6
3X4
6X6
2X3
3X4
H0510
2X3 2X3
2X3
3X8
3X4 3X4
3X6
3X6
H0510
4X6
4X10
4X4(R)
3X6
4'5"11 21'10"5
4'8"7
4'8"7
5'8"
11"9
8'8"13
3'0"13
10'11"
2'2"3
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
5'8"
5'8"
10'11"
5'3"
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
2 '4 "13
11
'6"
9 '1"
15'
10
'3 "8
5 '7 "5
8 '2"
9 '1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T3 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2:
:B3 2x4 DF-L #1&Bet.:Webs 2x4 DF-L Stud :W5, W9 2x6 DF-L #2::W10, W12, W13 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Attic room loading from 5-8-0 to 20-8-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 2440 /-/-/692 /10 /202
J 1979 /-/-/449 /139 /-
Wind reactions based on MWFRS
O Brg Width = 7.8 Min Req =2.6
J Brg Width = -Min Req =-
Bearing O is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
C - D 281-1290
A - B 148 -19
B - C 103-1391
D - E 101 -979
Chords Tens.Comp.
E - F 149 -1318
F - G 149 -1315
G - H 84 -899
H - I 56 -410
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 2 0
O - N 79 -264
L - K 1004 -220
Chords Tens.Comp.
K - L 1539 -667
K - J 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 38 -13
A - O 41 -71
O - B 80-2621
B - N 1792 0
C - N 219 -199
D - Q 125 -414
E - Q 117 -11
E - R 649 -74
Q - R 124 -402
F - R 125 -344
Webs Tens.Comp.
R - G 558 -424
R - S 569 -283
L - S 1495 0
G - S 269 -484
S - H 651 -144
S - K 517 -1837
H - K 74 -522
K - I 1800 -245
I - J 264 -1840
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.289M 984 240
VERT(CL): 0.497M 572 240
HORZ(LL): 0.042C - -
HORZ(TL): 0.108C - -
Creep Factor: 2.0
Max TC CSI: 0.286
Max BC CSI: 0.761
Max Web CSI: 0.879
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C06
Ply: 1
Qty:1
Wgt: 326.2 lbs
SEQN: 4395 / T3 / ATIC
FROM:DRW:
.../...07/31/2019
T3
B2
B3
W5
W9
W10
W12
W13
W12
(a)(a)(a)
(a)
(a)
A
B
C
D
E F G H I
JKLMNOP
Q R S
10
12
3X4
3X4
4X4(R)
6X8
3X6
6X12
2X3(R)
2X3(R)
3X4(R)
3X6
3X4(R)
6X6
2X3
3X4 H0510
2X3 3X4
2X3
3X8
3X4(R)3X4(R)
3X6
6X6
6X12
3X4
6X10
4X8
3X8
2'5"11 23'10"5
(J)Supporting Member: (2) 2x6 DF-L SS
2'9"9
2'9"9
5'8"
2'10"7
8'8"13
3'0"13
10'11"
2'2"3
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
2'9"9
2'9"9
5'8"
2'10"7
10'11"
5'3"
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
2 '4"1
3
11
'6"
9 '1"
15'
10
'3"
8
5 '7"5
8 '2"
9 '1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 DF-L #2 :T3 2x4 DF-L #1&Bet.:Bot chord 2x6 DF-L SS :B2 2x6 DF-L #2:
:B3 2x4 DF-L #1&Bet.:Webs 2x4 DF-L Stud :W5, W9 2x6 DF-L #2::W10, W12, W13 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Attic room loading from 5-8-0 to 20-8-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 2440 /-/-/692 /10 /202
J 1979 /-/-/449 /139 /-
Wind reactions based on MWFRS
O Brg Width = 7.8 Min Req =2.6
J Brg Width = -Min Req =-
Bearing O is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
C - D 281-1290
A - B 148 -19
B - C 103-1391
D - E 101 -979
Chords Tens.Comp.
E - F 149 -1318
F - G 149 -1315
G - H 84 -899
H - I 56 -410
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
P - O 2 0
O - N 79 -264
L - K 1004 -220
Chords Tens.Comp.
K - L 1539 -667
K - J 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 38 -13
A - O 41 -71
O - B 80-2621
B - N 1792 0
C - N 219 -199
D - Q 125 -414
E - Q 117 -11
E - R 649 -74
Q - R 124 -402
F - R 125 -344
Webs Tens.Comp.
R - G 558 -424
R - S 569 -283
L - S 1495 0
G - S 269 -484
S - H 651 -144
S - K 517 -1837
H - K 74 -522
K - I 1800 -245
I - J 264 -1840
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.289M 984 240
VERT(CL): 0.497M 572 240
HORZ(LL): 0.042C - -
HORZ(TL): 0.108C - -
Creep Factor: 2.0
Max TC CSI: 0.286
Max BC CSI: 0.761
Max Web CSI: 0.879
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C06
Ply: 1
Qty:1
Wgt: 326.2 lbs
SEQN: 4395 / T3 / ATIC
FROM:DRW:
.../...07/31/2019
T3
B2
B3
W5
W9
W10
W12
W13
W12
(a)(a)(a)
(a)
(a)
A
B
C
D
E F G H I
JKLMNOP
Q R S
10
12
3X4
3X4
4X4(R)
6X8
3X6
6X12
2X3(R)
2X3(R)
3X4(R)
3X6
3X4(R)
6X6
2X3
3X4 H0510
2X3 3X4
2X3
3X8
3X4(R)3X4(R)
3X6
6X6
6X12
3X4
6X10
4X8
3X8
2'5"11 23'10"5
(J)Supporting Member: (2) 2x6 DF-L SS
2'9"9
2'9"9
5'8"
2'10"7
8'8"13
3'0"13
10'11"
2'2"3
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
2'9"9
2'9"9
5'8"
2'10"7
10'11"
5'3"
15'9"8
4'10"8
20'8"
4'10"8
23'8"12
3'0"12
26'4"
2'7"4
2 '4"1
3
11
'6"
9 '1"
15'
10
'3"
8
5 '7"5
8 '2"
9 '1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L #2
Webs 2x4 DF-L Standard :W1, W2, W3, W4, W5 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.50" o.c.
Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at 0.00 to 68 plf at 9.40 TC: From 34 plf at 9.40 to 34 plf at 26.33
BC: From 20 plf at 0.00 to 20 plf at 3.40 BC: From 10 plf at 3.40 to 10 plf at 5.67 BC: From 60 plf at 5.67 to 60 plf at 20.67
BC: From 10 plf at 20.67 to 10 plf at 26.33 BC: 573 lb Conc. Load at 3.40, 5.40
BC: 580 lb Conc. Load at 7.40, 9.40 BC: 613 lb Conc. Load at 11.40,13.40,15.40,17.4019.40,21.40,23.40,25.40
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4744 /-/-/-/924 /-
H 4734 /-/-/-/1076/-
Wind reactions based on MWFRS
N Brg Width = 5.5 Min Req =2.2
H Brg Width = -Min Req =-
Bearing N is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 27 -78
B - C 352-1702
C - D 398-1776
Chords Tens.Comp.
D - E 306 -1347
E - F 213 -936
F - G 214 -937
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
O - N 2 0
N - M 182 -34
M - L 1565 -592
L - K 47 -174
Chords Tens.Comp.
L - K 1449 -332
K - J 1498 -509
J - I 1374 -350
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - O 22 -126
A - N 97 -13
N - B 448-2115
B - M 1484 -306
C - L 82 -44
M - C 112 -246
D - L 924 -175
Webs Tens.Comp.
D - J 77 -33
E - I 223 -991
J - E 834 -180
I - F 30 -172
I - G 2192 -500
G - H 463 -2019
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.075K 999 240
VERT(CL): 0.123K 999 240
HORZ(LL): 0.034C - -
HORZ(TL): 0.055C - -
Creep Factor: 2.0
Max TC CSI: 0.175
Max BC CSI: 0.630
Max Web CSI: 0.967
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C07
Ply: 2
Qty:1
Wgt: 596.4 lbs
SEQN: 4331 / T50 / COMN
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
W1
W2
W3
W4
W5
(a)
(a)
A
B
C
D E F G
HIJKLMNO
10
12
3X4
2X3 4X4(R)
4X8
4X10
3X4
2X3
2X3
4X6
4X12
4X4 2X3 2X3 3X12
3X4
2X32X3 10X12
2X3 4X8(R)
3X8
1'5"24'11"
(J)Supporting Member: (2) 2x6 DF-L SS
1'7"12
1'7"12
5'5"9
3'9"13
10'11"2
5'5"9
16'1"5
5'2"3
21'1"13
5'0"7
26'4"
5'2"3
1'7"12
1'7"12
5'7"5
3'11"9
10'11"2
5'3"13
16'3"1
5'3"15
21'1"13
4'10"11
26'4"
5'2"3
2 '4 "13
11
'6 "1
5"8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L #2
Webs 2x4 DF-L Standard :W1, W2, W3, W4, W5 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.50" o.c.
Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at 0.00 to 68 plf at 9.40 TC: From 34 plf at 9.40 to 34 plf at 26.33
BC: From 20 plf at 0.00 to 20 plf at 3.40 BC: From 10 plf at 3.40 to 10 plf at 5.67 BC: From 60 plf at 5.67 to 60 plf at 20.67
BC: From 10 plf at 20.67 to 10 plf at 26.33 BC: 573 lb Conc. Load at 3.40, 5.40
BC: 580 lb Conc. Load at 7.40, 9.40 BC: 613 lb Conc. Load at 11.40,13.40,15.40,17.4019.40,21.40,23.40,25.40
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4744 /-/-/-/924 /-
H 4734 /-/-/-/1076/-
Wind reactions based on MWFRS
N Brg Width = 5.5 Min Req =2.2
H Brg Width = -Min Req =-
Bearing N is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 27 -78
B - C 352-1702
C - D 398-1776
Chords Tens.Comp.
D - E 306 -1347
E - F 213 -936
F - G 214 -937
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
O - N 2 0
N - M 182 -34
M - L 1565 -592
L - K 47 -174
Chords Tens.Comp.
L - K 1449 -332
K - J 1498 -509
J - I 1374 -350
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - O 22 -126
A - N 97 -13
N - B 448-2115
B - M 1484 -306
C - L 82 -44
M - C 112 -246
D - L 924 -175
Webs Tens.Comp.
D - J 77 -33
E - I 223 -991
J - E 834 -180
I - F 30 -172
I - G 2192 -500
G - H 463 -2019
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.05 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.075K 999 240
VERT(CL): 0.123K 999 240
HORZ(LL): 0.034C - -
HORZ(TL): 0.055C - -
Creep Factor: 2.0
Max TC CSI: 0.175
Max BC CSI: 0.630
Max Web CSI: 0.967
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:C07
Ply: 2
Qty:1
Wgt: 596.4 lbs
SEQN: 4331 / T50 / COMN
FROM:DRW:
.../...07/31/2019
2 Complete Trusses Required
W1
W2
W3
W4
W5
(a)
(a)
A
B
C
D E F G
HIJKLMNO
10
12
3X4
2X3 4X4(R)
4X8
4X10
3X4
2X3
2X3
4X6
4X12
4X4 2X3 2X3 3X12
3X4
2X32X3 10X12
2X3 4X8(R)
3X8
1'5"24'11"
(J)Supporting Member: (2) 2x6 DF-L SS
1'7"12
1'7"12
5'5"9
3'9"13
10'11"2
5'5"9
16'1"5
5'2"3
21'1"13
5'0"7
26'4"
5'2"3
1'7"12
1'7"12
5'7"5
3'11"9
10'11"2
5'3"13
16'3"1
5'3"15
21'1"13
4'10"11
26'4"
5'2"3
2 '4 "13
11
'6 "1
5"8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4(A1) except as noted.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 20 /-/-/34 /24 /40
B*148 /-/-/48 /4 /-
E 20 /-/-/7 /-/-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 38.8 Min Req =-
E Brg Width = 5.5 Min Req =1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 55 -53
B - C 28 -69
Chords Tens.Comp.
C - D 28 -69
D - E 20 -13
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 28 -9
Chords Tens.Comp.
F - D 28 -9
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 3 -39
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000F 999 240
VERT(CL): 0.000F 999 240
HORZ(LL): 0.000F - -
HORZ(TL): 0.000F - -
Creep Factor: 2.0
Max TC CSI: 0.018
Max BC CSI: 0.023
Max Web CSI: 0.007
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:CC1
Ply: 1
Qty:16
Wgt: 16.8 lbs
SEQN: 4297 / T40 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
10
12
3X4(A1)
4X4
2X3
3X4(A1)
7"9 3'2"13 7"9
7"9
7"9
2'3"
1'7"7
3'10"6
1'7"7
4'5"15
7"9
7"9
7"9
2'3"
1'7"7
3'10"6
1'7"7
4'5"15
7"9
7"95"7
1 '9"
1"8
1 '10
"8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4(A1) except as noted.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 20 /-/-/34 /24 /40
B*148 /-/-/48 /4 /-
E 20 /-/-/7 /-/-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 38.8 Min Req =-
E Brg Width = 5.5 Min Req =1.5
Bearings A, B, & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 55 -53
B - C 28 -69
Chords Tens.Comp.
C - D 28 -69
D - E 20 -13
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 28 -9
Chords Tens.Comp.
F - D 28 -9
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 3 -39
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.30 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.000F 999 240
VERT(CL): 0.000F 999 240
HORZ(LL): 0.000F - -
HORZ(TL): 0.000F - -
Creep Factor: 2.0
Max TC CSI: 0.018
Max BC CSI: 0.023
Max Web CSI: 0.007
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:CC1
Ply: 1
Qty:16
Wgt: 16.8 lbs
SEQN: 4297 / T40 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
10
12
3X4(A1)
4X4
2X3
3X4(A1)
7"9 3'2"13 7"9
7"9
7"9
2'3"
1'7"7
3'10"6
1'7"7
4'5"15
7"9
7"9
7"9
2'3"
1'7"7
3'10"6
1'7"7
4'5"15
7"9
7"95"7
1 '9"
1"8
1 '10
"8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-84 /-/102 /63 /82
B*96 /-/-/39 /12 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 177 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 76 -153
B - C 42 -98
C - D 1 -3
Chords Tens.Comp.
D - E 0 -2
E - F 0 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 14 -6
J - I 2 0
Chords Tens.Comp.
I - H 2 0
H - G 2 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 92 -192
D - I 118 -324
Webs Tens.Comp.
E - H 97 -260
F - G 32 -94
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 0.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: > 2h
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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001D 999 240
VERT(CL): 0.002D 999 240
HORZ(LL): 0.001J - -
HORZ(TL): 0.001J - -
Creep Factor: 2.0
Max TC CSI: 0.156
Max BC CSI: 0.049
Max Web CSI: 0.074
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:CC2
Ply: 1
Qty:1
Wgt: 64.4 lbs
SEQN: 4379 / T57 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E F
G
HIJ
10
12
3X4(A1)
4X4
2X3
2X3
2X3
2X3
2X3
2X3
2X3
15'5"
7"9
7"9
4'0"2
3'4"9
8'2"4
4'2"2
12'2"4
4'
15'5"
3'2"12
7"9
7"9 4'2"4
3'6"10
8'2"4
4'
12'2"4
4'
15'5"
3'2"12
3'
2
"
9
1"8
3'4
"
1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-84 /-/102 /63 /82
B*96 /-/-/39 /12 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 177 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 76 -153
B - C 42 -98
C - D 1 -3
Chords Tens.Comp.
D - E 0 -2
E - F 0 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 14 -6
J - I 2 0
Chords Tens.Comp.
I - H 2 0
H - G 2 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 92 -192
D - I 118 -324
Webs Tens.Comp.
E - H 97 -260
F - G 32 -94
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 0.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: > 2h
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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.001D 999 240
VERT(CL): 0.002D 999 240
HORZ(LL): 0.001J - -
HORZ(TL): 0.001J - -
Creep Factor: 2.0
Max TC CSI: 0.156
Max BC CSI: 0.049
Max Web CSI: 0.074
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:CC2
Ply: 1
Qty:1
Wgt: 64.4 lbs
SEQN: 4379 / T57 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E F
G
HIJ
10
12
3X4(A1)
4X4
2X3
2X3
2X3
2X3
2X3
2X3
2X3
15'5"
7"9
7"9
4'0"2
3'4"9
8'2"4
4'2"2
12'2"4
4'
15'5"
3'2"12
7"9
7"9 4'2"4
3'6"10
8'2"4
4'
12'2"4
4'
15'5"
3'2"12
3'
2
"
9
1"8
3'4
"
1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-54 /-/49 /29 /40
B*94 /-/-/34 /8 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 177 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 57 -77
B - C 5 -72
C - D 2 -8
Chords Tens.Comp.
D - E 2 -8
E - F 2 -8
F - G 2 -8
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 8 -2
K - J 8 -2
Chords Tens.Comp.
J - I 8 -2
I - H 8 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - K 98 -259
E - J 101 -277
Webs Tens.Comp.
F - I 99 -269
G - H 32 -86
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.93 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.004C 999 240
VERT(CL): 0.009C 999 240
HORZ(LL): 0.004C - -
HORZ(TL): 0.008C - -
Creep Factor: 2.0
Max TC CSI: 0.135
Max BC CSI: 0.064
Max Web CSI: 0.053
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:CC3
Ply: 1
Qty:1
Wgt: 57.4 lbs
SEQN: 4376 / T48 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E F G
H
IJK
10
12
3X4(A1)
3X4 2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
15'5"
7"9
7"9
2'1"10
1'6"1 4'2"4
2'0"10
8'2"4
4'
12'2"4
4'
15'5"
3'2"12
7"9
7"9 4'2"4
3'6"10
8'2"4
4'
12'2"4
4'
15'5"
3'2"12
1 '7 "13
1"8
1 '9 "5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-54 /-/49 /29 /40
B*94 /-/-/34 /8 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
B Brg Width = 177 Min Req =-
Bearings A & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 57 -77
B - C 5 -72
C - D 2 -8
Chords Tens.Comp.
D - E 2 -8
E - F 2 -8
F - G 2 -8
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 8 -2
K - J 8 -2
Chords Tens.Comp.
J - I 8 -2
I - H 8 -2
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - K 98 -259
E - J 101 -277
Webs Tens.Comp.
F - I 99 -269
G - H 32 -86
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 17.93 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.004C 999 240
VERT(CL): 0.009C 999 240
HORZ(LL): 0.004C - -
HORZ(TL): 0.008C - -
Creep Factor: 2.0
Max TC CSI: 0.135
Max BC CSI: 0.064
Max Web CSI: 0.053
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:CC3
Ply: 1
Qty:1
Wgt: 57.4 lbs
SEQN: 4376 / T48 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C D E F G
H
IJK
10
12
3X4(A1)
3X4 2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
15'5"
7"9
7"9
2'1"10
1'6"1 4'2"4
2'0"10
8'2"4
4'
12'2"4
4'
15'5"
3'2"12
7"9
7"9 4'2"4
3'6"10
8'2"4
4'
12'2"4
4'
15'5"
3'2"12
1 '7 "13
1"8
1 '9 "5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L #2
Webs 2x4 DF-L Stud
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 8.00 TC: From 34 plf at 8.00 to 34 plf at 14.00 TC: From 68 plf at 14.00 to 68 plf at 23.52 BC: From 5 plf at -1.52 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 8.01 BC: From 10 plf at 8.01 to 10 plf at 13.99 BC: From 20 plf at 13.99 to 20 plf at 22.00
BC: From 5 plf at 22.00 to 5 plf at 23.52 BC: 877 lb Conc. Load at 8.01,13.99
BC: 335 lb Conc. Load at 10.06,11.94
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2155 /-/-/-/325 /-
F 2155 /-/-/-/325 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =2.3
F Brg Width = 5.5 Min Req =2.3
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 -18
B - C 472-2866
C - D 325-2074
Chords Tens.Comp.
D - E 325 -2073
E - F 472 -2865
F - G 67 -18
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 2074 -325
J - I 2055 -321
Chords Tens.Comp.
I - H 2055 -321
H - F 2074 -325
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 1328 -162
J - D 46 -11
Webs Tens.Comp.
D - H 45 -11
E - H 1327 -162
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.061D 999 240
VERT(CL): 0.104D 999 240
HORZ(LL): 0.023H - -
HORZ(TL): 0.039H - -
Creep Factor: 2.0
Max TC CSI: 0.822
Max BC CSI: 0.802
Max Web CSI: 0.444
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D01
Ply: 1
Qty:1
Wgt: 133.0 lbs
SEQN: 4642 / T36 / HIPS
FROM:DRW:
.../...07/31/2019
DT -1"2
A
B
C D E
F
GHIJ
10
12
4X6(A1)
6X6
4X8(R)H0510
3X4 6X6
4X8(R)
4X6(A1)
22'
8'
8'
11'
3'
14'
3'
22'
8'
8'
8'
14'
6'
22'
8'1'4"1'4"
4"13
7 '0"
1
3
8 '1"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L #2
Webs 2x4 DF-L Stud
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 8.00 TC: From 34 plf at 8.00 to 34 plf at 14.00 TC: From 68 plf at 14.00 to 68 plf at 23.52 BC: From 5 plf at -1.52 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 8.01 BC: From 10 plf at 8.01 to 10 plf at 13.99 BC: From 20 plf at 13.99 to 20 plf at 22.00
BC: From 5 plf at 22.00 to 5 plf at 23.52 BC: 877 lb Conc. Load at 8.01,13.99
BC: 335 lb Conc. Load at 10.06,11.94
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2155 /-/-/-/325 /-
F 2155 /-/-/-/325 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =2.3
F Brg Width = 5.5 Min Req =2.3
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 -18
B - C 472-2866
C - D 325-2074
Chords Tens.Comp.
D - E 325 -2073
E - F 472 -2865
F - G 67 -18
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 2074 -325
J - I 2055 -321
Chords Tens.Comp.
I - H 2055 -321
H - F 2074 -325
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 1328 -162
J - D 46 -11
Webs Tens.Comp.
D - H 45 -11
E - H 1327 -162
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.061D 999 240
VERT(CL): 0.104D 999 240
HORZ(LL): 0.023H - -
HORZ(TL): 0.039H - -
Creep Factor: 2.0
Max TC CSI: 0.822
Max BC CSI: 0.802
Max Web CSI: 0.444
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D01
Ply: 1
Qty:1
Wgt: 133.0 lbs
SEQN: 4642 / T36 / HIPS
FROM:DRW:
.../...07/31/2019
DT -1"2
A
B
C D E
F
GHIJ
10
12
4X6(A1)
6X6
4X8(R)H0510
3X4 6X6
4X8(R)
4X6(A1)
22'
8'
8'
11'
3'
14'
3'
22'
8'
8'
8'
14'
6'
22'
8'1'4"1'4"
4"13
7 '0"
1
3
8 '1"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1075 /-/-/538 /70 /250
G 1075 /-/-/538 /70 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
G Brg Width = 5.5 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 196-1191
C - D 211 -944
D - E 203 -631
Chords Tens.Comp.
E - F 209 -938
F - G 196 -1190
G - H 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 838 -75
J - I 629 -33
Chords Tens.Comp.
I - G 838 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 151 -271
J - D 309 -63
D - I 117 -109
Webs Tens.Comp.
E - I 307 -58
I - F 151 -270
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.024J 999 240
VERT(CL): 0.042J 999 240
HORZ(LL): 0.012I - -
HORZ(TL): 0.021I - -
Creep Factor: 2.0
Max TC CSI: 0.196
Max BC CSI: 0.469
Max Web CSI: 0.199
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D02
Ply: 1
Qty:1
Wgt: 142.8 lbs
SEQN: 4305 / T31 / HIPS
FROM:DRW:
.../...07/31/2019
W1
W1
DT -1"15
A
B
C
D E
F
G
HIJ
10
12
3X4(A1)
2X3
3X4
4X4 4X4
6X8
2X3
3X4(A1)
22'
5'1"15
5'1"15
10'
4'10"1
12'
2'
16'10"1
4'10"1
22'
5'1"15
10'
10'
12'
2'
22'
10'1'4"1'4"
4"13
8 '8 "13
9 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1 2x4 DF-L Stud:
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1075 /-/-/538 /70 /250
G 1075 /-/-/538 /70 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
G Brg Width = 5.5 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 196-1191
C - D 211 -944
D - E 203 -631
Chords Tens.Comp.
E - F 209 -938
F - G 196 -1190
G - H 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 838 -75
J - I 629 -33
Chords Tens.Comp.
I - G 838 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 151 -271
J - D 309 -63
D - I 117 -109
Webs Tens.Comp.
E - I 307 -58
I - F 151 -270
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: varies
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.024J 999 240
VERT(CL): 0.042J 999 240
HORZ(LL): 0.012I - -
HORZ(TL): 0.021I - -
Creep Factor: 2.0
Max TC CSI: 0.196
Max BC CSI: 0.469
Max Web CSI: 0.199
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D02
Ply: 1
Qty:1
Wgt: 142.8 lbs
SEQN: 4305 / T31 / HIPS
FROM:DRW:
.../...07/31/2019
W1
W1
DT -1"15
A
B
C
D E
F
G
HIJ
10
12
3X4(A1)
2X3
3X4
4X4 4X4
6X8
2X3
3X4(A1)
22'
5'1"15
5'1"15
10'
4'10"1
12'
2'
16'10"1
4'10"1
22'
5'1"15
10'
10'
12'
2'
22'
10'1'4"1'4"
4"13
8 '8 "13
9 '9 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W2 2x4 DF-L Standard:
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1157 /-/-/536 /68 /270
H 1157 /-/-/536 /68 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = 5.5 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 177-1346
C - D 233-1203
D - E 269-1191
Chords Tens.Comp.
E - F 269 -1192
F - G 233 -1204
G - H 177 -1347
H - I 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 942 -76
L - K 638 -39
Chords Tens.Comp.
K - J 638 -39
J - H 942 -18
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 175 -291
L - E 544 -123
Webs Tens.Comp.
E - J 546 -123
J - G 174 -291
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.035J 999 240
VERT(CL): 0.057J 999 240
HORZ(LL): 0.017C - -
HORZ(TL): 0.028C - -
Creep Factor: 2.0
Max TC CSI: 0.239
Max BC CSI: 0.395
Max Web CSI: 0.241
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D03
Ply: 1
Qty:3
Wgt: 120.4 lbs
SEQN: 4645 / T32 / COMN
FROM:DRW:
.../...07/31/2019
W2
W2
A
B
CD
E
FG
H
IJKL
10
12
4X4(A2)
2X3 3X4
3X4 3X4
4X4
3X4
3X42X3
4X4(A2)
22'
5'7"15
5'7"15
11'
5'4"1
16'4"1
5'4"1
22'
5'7"15
7'5"5
7'5"5
14'6"11
7'1"6
22'
7'5"51'4"1'4"
4"13
9 '6 "13
10
'7 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W2 2x4 DF-L Standard:
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1157 /-/-/536 /68 /270
H 1157 /-/-/536 /68 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
H Brg Width = 5.5 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 177-1346
C - D 233-1203
D - E 269-1191
Chords Tens.Comp.
E - F 269 -1192
F - G 233 -1204
G - H 177 -1347
H - I 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 942 -76
L - K 638 -39
Chords Tens.Comp.
K - J 638 -39
J - H 942 -18
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 175 -291
L - E 544 -123
Webs Tens.Comp.
E - J 546 -123
J - G 174 -291
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.035J 999 240
VERT(CL): 0.057J 999 240
HORZ(LL): 0.017C - -
HORZ(TL): 0.028C - -
Creep Factor: 2.0
Max TC CSI: 0.239
Max BC CSI: 0.395
Max Web CSI: 0.241
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D03
Ply: 1
Qty:3
Wgt: 120.4 lbs
SEQN: 4645 / T32 / COMN
FROM:DRW:
.../...07/31/2019
W2
W2
A
B
CD
E
FG
H
IJKL
10
12
4X4(A2)
2X3 3X4
3X4 3X4
4X4
3X4
3X42X3
4X4(A2)
22'
5'7"15
5'7"15
11'
5'4"1
16'4"1
5'4"1
22'
5'7"15
7'5"5
7'5"5
14'6"11
7'1"6
22'
7'5"51'4"1'4"
4"13
9 '6 "13
10
'7 "14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W2 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing F (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 704 /-/-/375 /4 /191
F 573 /-/-/334 /73 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 14 -666
Chords Tens.Comp.
C - D 51 -295
D - E 68 -193
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 424 -149
H - G 423 -150
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 238 0
C - G 161 -397
D - G 70 -66
Webs Tens.Comp.
G - E 435 -104
E - F 143 -561
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.010H 999 240
VERT(CL): 0.017H 999 240
HORZ(LL): 0.004C - -
HORZ(TL): 0.008C - -
Creep Factor: 2.0
Max TC CSI: 0.231
Max BC CSI: 0.208
Max Web CSI: 0.560
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D04
Ply: 1
Qty:3
Wgt: 102.2 lbs
SEQN: 4648 / T7 / COMN
FROM:DRW:
.../...07/31/2019
W1 W2
(a)
A
B
C
D
E
FGH
10
12
3X4(A1)
2X3
6X8
4X4
3X8
3X4
3X4
13'3"8
(J)Supporting Member: (2) 2x6 DF-L #2
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"8
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"81'4"
4"13
7 '7"1
4
9 '6"1
3
10
'7"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W2 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing F (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 704 /-/-/375 /4 /191
F 573 /-/-/334 /73 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 14 -666
Chords Tens.Comp.
C - D 51 -295
D - E 68 -193
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 424 -149
H - G 423 -150
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 238 0
C - G 161 -397
D - G 70 -66
Webs Tens.Comp.
G - E 435 -104
E - F 143 -561
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.010H 999 240
VERT(CL): 0.017H 999 240
HORZ(LL): 0.004C - -
HORZ(TL): 0.008C - -
Creep Factor: 2.0
Max TC CSI: 0.231
Max BC CSI: 0.208
Max Web CSI: 0.560
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D04
Ply: 1
Qty:3
Wgt: 102.2 lbs
SEQN: 4648 / T7 / COMN
FROM:DRW:
.../...07/31/2019
W1 W2
(a)
A
B
C
D
E
FGH
10
12
3X4(A1)
2X3
6X8
4X4
3X8
3X4
3X4
13'3"8
(J)Supporting Member: (2) 2x6 DF-L #2
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"8
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"81'4"
4"13
7 '7"1
4
9 '6"1
3
10
'7"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W2 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing E (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 593 /-/-/299 /-/163
E 580 /-/-/340 /76 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 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 21 -680
B - C 54 -299
Chords Tens.Comp.
C - D 69 -196
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - G 441 -159
G - F 440 -159
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - B 241 0
B - F 172 -419
C - F 73 -57
Webs Tens.Comp.
F - D 437 -105
D - E 146 -566
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.08 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009G 999 240
VERT(CL): 0.016G 999 240
HORZ(LL): 0.005B - -
HORZ(TL): 0.008B - -
Creep Factor: 2.0
Max TC CSI: 0.259
Max BC CSI: 0.213
Max Web CSI: 0.566
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D05
Ply: 1
Qty:1
Wgt: 100.8 lbs
SEQN: 4324 / T43 / COMN
FROM:DRW:
.../...07/31/2019
W1 W2
(a)
A
B
C
D
EFG
10
12
3X4(B1)
2X3
3X4
4X4
3X8
3X4
3X4
13'3"8
(J)
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"8
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"8
4"13
7'7
"14
9'6
"13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :W1, W2 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=13'0"8 uses the following
support conditions: 13'0"8Bearing E (13'0"8, 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L #2 (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 593 /-/-/299 /-/163
E 580 /-/-/340 /76 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 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 21 -680
B - C 54 -299
Chords Tens.Comp.
C - D 69 -196
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - G 441 -159
G - F 440 -159
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - B 241 0
B - F 172 -419
C - F 73 -57
Webs Tens.Comp.
F - D 437 -105
D - E 146 -566
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.08 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009G 999 240
VERT(CL): 0.016G 999 240
HORZ(LL): 0.005B - -
HORZ(TL): 0.008B - -
Creep Factor: 2.0
Max TC CSI: 0.259
Max BC CSI: 0.213
Max Web CSI: 0.566
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:D05
Ply: 1
Qty:1
Wgt: 100.8 lbs
SEQN: 4324 / T43 / COMN
FROM:DRW:
.../...07/31/2019
W1 W2
(a)
A
B
C
D
EFG
10
12
3X4(B1)
2X3
3X4
4X4
3X8
3X4
3X4
13'3"8
(J)
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"8
5'7"15
5'7"15
11'
5'4"1
13'3"8
2'3"8
4"13
7'7
"14
9'6
"13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W4 2x4 DF-L #1&Bet.:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing K (0', 10'1"2) LUS26 Supporting Member: (2)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 952 /-/-/462 /30 /206
F 960 /-/-/474 /34 /-
Wind reactions based on MWFRS
K Brg Width = -Min Req =-
F Brg Width = 3.5 Min Req =3.5
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 185-2297
B - C 0-2902
Chords Tens.Comp.
C - D 0 -2887
D - E 142 -2183
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
K - J 313 -310
J - I 2272 -159
Chords Tens.Comp.
I - H 2158 -39
H - G 47 -93
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - K 115 -887
A - J 1826 -76
J - B 116 -607
B - I 450 0
C - I 3247 0
Webs Tens.Comp.
I - D 682 -240
D - H 95 -635
H - E 1759 -47
G - F 93 -959
G - E 99 -868
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.88 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.173I 999 240
VERT(CL): 0.327I 738 240
HORZ(LL): 0.310G - -
HORZ(TL): 0.584G - -
Creep Factor: 2.0
Max TC CSI: 0.358
Max BC CSI: 0.392
Max Web CSI: 0.611
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:E02
Ply: 1
Qty:8
Wgt: 130.2 lbs
SEQN: 7460 / T17 / SPEC
FROM:DRW:
.../...07/31/2019
W4
A
B
C
D
E
F
G
H
I
J
K
10
12
10
124X6
3X4
4X6
3X4
4X6(R)
6X8(R)3X4
4X4
3X4
4X4
20'3"8
(J)Supporting Member: (2) 2x6 DF-L SS
5'3"3
5'3"3
10'6"6
5'3"3
15'3"3
4'8"13
20'3"8
5'0"5
3"8
3"8 5'3"3
4'11"11
10'6"6
5'3"3
15'3"3
4'8"13
20'
4'8"13
20'3"8
3"8
7"11
2'4
"13
3'0
"8
8'6
"6
11
'
2
"2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W4 2x4 DF-L #1&Bet.:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing K (0', 10'1"2) LUS26 Supporting Member: (2)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (4) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 952 /-/-/462 /30 /206
F 960 /-/-/474 /34 /-
Wind reactions based on MWFRS
K Brg Width = -Min Req =-
F Brg Width = 3.5 Min Req =3.5
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 185-2297
B - C 0-2902
Chords Tens.Comp.
C - D 0 -2887
D - E 142 -2183
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
K - J 313 -310
J - I 2272 -159
Chords Tens.Comp.
I - H 2158 -39
H - G 47 -93
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - K 115 -887
A - J 1826 -76
J - B 116 -607
B - I 450 0
C - I 3247 0
Webs Tens.Comp.
I - D 682 -240
D - H 95 -635
H - E 1759 -47
G - F 93 -959
G - E 99 -868
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 16.88 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.173I 999 240
VERT(CL): 0.327I 738 240
HORZ(LL): 0.310G - -
HORZ(TL): 0.584G - -
Creep Factor: 2.0
Max TC CSI: 0.358
Max BC CSI: 0.392
Max Web CSI: 0.611
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:E02
Ply: 1
Qty:8
Wgt: 130.2 lbs
SEQN: 7460 / T17 / SPEC
FROM:DRW:
.../...07/31/2019
W4
A
B
C
D
E
F
G
H
I
J
K
10
12
10
124X6
3X4
4X6
3X4
4X6(R)
6X8(R)3X4
4X4
3X4
4X4
20'3"8
(J)Supporting Member: (2) 2x6 DF-L SS
5'3"3
5'3"3
10'6"6
5'3"3
15'3"3
4'8"13
20'3"8
5'0"5
3"8
3"8 5'3"3
4'11"11
10'6"6
5'3"3
15'3"3
4'8"13
20'
4'8"13
20'3"8
3"8
7"11
2'4
"13
3'0
"8
8'6
"6
11
'
2
"2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1275 /-/-/592 /109 /347
P 1275 /-/-/592 /109 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
P Brg Width = 5.5 Min Req =1.5
Bearings B & P are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 91 0
B - C 198-2430
C - D 236-2318
D - E 267-2251
E - F 54-1793
F - G 103-1753
G - H 138-1721
H - I 144-1557
Chords Tens.Comp.
I - J 144 -1557
J - K 139 -1721
K - L 104 -1753
L - M 55 -1793
M - N 290 -2251
N - O 259 -2318
O - P 216 -2430
P - Q 91 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B -AB 1844 -218
AB-AA 1869 -215
AA- Z 1883 -211
Z - Y 1876 -196
Y - X 1854 -195
X - W 1899 -202
Chords Tens.Comp.
W - V 1899 -33
V - U 1854 -13
U - T 1876 -11
T - S 1883 -53
S - R 1869 -49
R - P 1844 -46
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - Z 67 -103
E -AC 270 -409
AC-AD 269 -415
AD-AE 269 -420
AE-AF 273 -429
AF- W 273 -419
I - W 1561 -70
Webs Tens.Comp.
W -AG 266 -419
AG-AH 266 -429
AH-AI 263 -420
AI-AJ 262 -415
AJ- M 263 -409
T - M 116 -96
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C -AB 68 -71
D -AA 41 -32
AC- Y 74 0
Gables Tens.Comp.
AG- J 117 -17
AH- K 36 -95
V -AI 103 -88
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.155K 999 240
VERT(CL): 0.250K 949 240
HORZ(LL): 0.159R - -
HORZ(TL): 0.256R - -
Creep Factor: 2.0
Max TC CSI: 0.545
Max BC CSI: 0.637
Max Web CSI: 0.522
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F01
Ply: 1
Qty:1
Wgt: 155.4 lbs
SEQN: 4213 / T58 / GABL
FROM:
Page 1 of 2
DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
STU
V
W
X
YZAA
AB
AC
AD AEAF AG AH AI
AJ
10
12
5
123X6(F1)
2X3
2X3
2X3
2X3
3X4
2X3
2X3(**)
2X3
2X3
3X6
2X3
2X3
2X3
2X3
2X3
4X4(R)
6X6
2X3
2X3
2X3
2X3
2X3
3X6
2X3
2X3
2X3(**)
2X3
3X4
2X3
2X3
2X3
2X3
3X6(F1)
20'
2'8"1'4"(TYP)
5'
5'
10'
5'
15'
5'
20'
5'
5"8
5"8 5'
4'6"8
10'
5'
15'
5'
19'6"8
4'6"8
20'
5"8
1'4"1'4"
4"13
3 '11
"
1
1
8 '8"1
3
9 '9"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1275 /-/-/592 /109 /347
P 1275 /-/-/592 /109 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
P Brg Width = 5.5 Min Req =1.5
Bearings B & P are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 91 0
B - C 198-2430
C - D 236-2318
D - E 267-2251
E - F 54-1793
F - G 103-1753
G - H 138-1721
H - I 144-1557
Chords Tens.Comp.
I - J 144 -1557
J - K 139 -1721
K - L 104 -1753
L - M 55 -1793
M - N 290 -2251
N - O 259 -2318
O - P 216 -2430
P - Q 91 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B -AB 1844 -218
AB-AA 1869 -215
AA- Z 1883 -211
Z - Y 1876 -196
Y - X 1854 -195
X - W 1899 -202
Chords Tens.Comp.
W - V 1899 -33
V - U 1854 -13
U - T 1876 -11
T - S 1883 -53
S - R 1869 -49
R - P 1844 -46
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - Z 67 -103
E -AC 270 -409
AC-AD 269 -415
AD-AE 269 -420
AE-AF 273 -429
AF- W 273 -419
I - W 1561 -70
Webs Tens.Comp.
W -AG 266 -419
AG-AH 266 -429
AH-AI 263 -420
AI-AJ 262 -415
AJ- M 263 -409
T - M 116 -96
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C -AB 68 -71
D -AA 41 -32
AC- Y 74 0
Gables Tens.Comp.
AG- J 117 -17
AH- K 36 -95
V -AI 103 -88
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.155K 999 240
VERT(CL): 0.250K 949 240
HORZ(LL): 0.159R - -
HORZ(TL): 0.256R - -
Creep Factor: 2.0
Max TC CSI: 0.545
Max BC CSI: 0.637
Max Web CSI: 0.522
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F01
Ply: 1
Qty:1
Wgt: 155.4 lbs
SEQN: 4213 / T58 / GABL
FROM:
Page 1 of 2
DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
STU
V
W
X
YZAA
AB
AC
AD AEAF AG AH AI
AJ
10
12
5
123X6(F1)
2X3
2X3
2X3
2X3
3X4
2X3
2X3(**)
2X3
2X3
3X6
2X3
2X3
2X3
2X3
2X3
4X4(R)
6X6
2X3
2X3
2X3
2X3
2X3
3X6
2X3
2X3
2X3(**)
2X3
3X4
2X3
2X3
2X3
2X3
3X6(F1)
20'
2'8"1'4"(TYP)
5'
5'
10'
5'
15'
5'
20'
5'
5"8
5"8 5'
4'6"8
10'
5'
15'
5'
19'6"8
4'6"8
20'
5"8
1'4"1'4"
4"13
3 '11
"
1
1
8 '8"1
3
9 '9"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
F -AD 76 -104
AD- X 104 -88
G -AE 36 -95
H -AF 117 -3
AI- L 75 -104
U -AJ 74 0
S - N 42 -32
R - O 69 -71
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F01
Ply: 1
Qty:1
Wgt: 155.4 lbs
SEQN: 4213 / T58 / GABL
FROM:
Page 2 of 2
DRW:
.../...07/31/2019
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1004 /-/-/498 /58 /250
F 1004 /-/-/498 /58 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
F Brg Width = 5.5 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 121-1917
C - D 56-1426
Chords Tens.Comp.
D - E 56 -1426
E - F 135 -1917
F - G 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1485 -123
J - I 1512 -114
Chords Tens.Comp.
I - H 1512 0
H - F 1485 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 170 0
C - I 190 -350
D - I 1330 0
Webs Tens.Comp.
I - E 185 -350
H - E 170 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.100I 999 240
VERT(CL): 0.175I 999 240
HORZ(LL): 0.115H - -
HORZ(TL): 0.202H - -
Creep Factor: 2.0
Max TC CSI: 0.374
Max BC CSI: 0.515
Max Web CSI: 0.445
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F02
Ply: 1
Qty:5
Wgt: 107.8 lbs
SEQN: 4199 / T28 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
I
J
10
12
5
124X4(F1)
3X4
2X3
4X4(R)
6X6
2X3
3X4
4X4(F1)
20'
5'
5'
10'
5'
15'
5'
20'
5'
5"8
5"8 5'
4'6"8
10'
5'
15'
5'
19'6"8
4'6"8
20'
5"8
1'4"1'4"
4"13
3'1
1
"11
8'8
"13
9'9
"14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1004 /-/-/498 /58 /250
F 1004 /-/-/498 /58 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
F Brg Width = 5.5 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 121-1917
C - D 56-1426
Chords Tens.Comp.
D - E 56 -1426
E - F 135 -1917
F - G 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1485 -123
J - I 1512 -114
Chords Tens.Comp.
I - H 1512 0
H - F 1485 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 170 0
C - I 190 -350
D - I 1330 0
Webs Tens.Comp.
I - E 185 -350
H - E 170 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.100I 999 240
VERT(CL): 0.175I 999 240
HORZ(LL): 0.115H - -
HORZ(TL): 0.202H - -
Creep Factor: 2.0
Max TC CSI: 0.374
Max BC CSI: 0.515
Max Web CSI: 0.445
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F02
Ply: 1
Qty:5
Wgt: 107.8 lbs
SEQN: 4199 / T28 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
I
J
10
12
5
124X4(F1)
3X4
2X3
4X4(R)
6X6
2X3
3X4
4X4(F1)
20'
5'
5'
10'
5'
15'
5'
20'
5'
5"8
5"8 5'
4'6"8
10'
5'
15'
5'
19'6"8
4'6"8
20'
5"8
1'4"1'4"
4"13
3'1
1
"11
8'8
"13
9'9
"14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 899 /-/-/425 /39 /195
E 899 /-/-/425 /39 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
E Brg Width = 5.5 Min Req =1.5
Bearings A & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 202-1970
B - C 118-1452
Chords Tens.Comp.
C - D 118 -1452
D - E 202 -1970
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - H 1538 -99
H - G 1562 -88
Chords Tens.Comp.
G - F 1562 -88
F - E 1538 -99
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 173 0
B - G 193 -379
C - G 1368 -43
Webs Tens.Comp.
G - D 193 -379
F - D 173 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.095G 999 240
VERT(CL): 0.172G 999 240
HORZ(LL): 0.109F - -
HORZ(TL): 0.196F - -
Creep Factor: 2.0
Max TC CSI: 0.315
Max BC CSI: 0.480
Max Web CSI: 0.458
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F03
Ply: 1
Qty:1
Wgt: 102.2 lbs
SEQN: 4206 / T19 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
10
12
5
12
4X4(F1)
3X4
2X3
4X4(R)
6X6
2X3
3X4
4X4(F1)
20'
5'
5'
10'
5'
15'
5'
20'
5'
5"8
5"8 5'
4'6"8
10'
5'
15'
5'
19'6"8
4'6"8
20'
5"8
4"13
3 '11
"
1
1
8 '8"1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 899 /-/-/425 /39 /195
E 899 /-/-/425 /39 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
E Brg Width = 5.5 Min Req =1.5
Bearings A & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 202-1970
B - C 118-1452
Chords Tens.Comp.
C - D 118 -1452
D - E 202 -1970
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - H 1538 -99
H - G 1562 -88
Chords Tens.Comp.
G - F 1562 -88
F - E 1538 -99
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 173 0
B - G 193 -379
C - G 1368 -43
Webs Tens.Comp.
G - D 193 -379
F - D 173 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.095G 999 240
VERT(CL): 0.172G 999 240
HORZ(LL): 0.109F - -
HORZ(TL): 0.196F - -
Creep Factor: 2.0
Max TC CSI: 0.315
Max BC CSI: 0.480
Max Web CSI: 0.458
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:F03
Ply: 1
Qty:1
Wgt: 102.2 lbs
SEQN: 4206 / T19 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
10
12
5
12
4X4(F1)
3X4
2X3
4X4(R)
6X6
2X3
3X4
4X4(F1)
20'
5'
5'
10'
5'
15'
5'
20'
5'
5"8
5"8 5'
4'6"8
10'
5'
15'
5'
19'6"8
4'6"8
20'
5"8
4"13
3 '11
"
1
1
8 '8"1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 654 /-/-/340 /7 /167
F 530 /-/-/297 /60 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
F Brg Width = 5.5 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 165-1008
Chords Tens.Comp.
C - D 223 -839
D - E 52 -49
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 767 -271
Chords Tens.Comp.
G - F 154 -36
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 174 -265
G - D 808 -235
Webs Tens.Comp.
D - F 109 -457
F - E 43 -79
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.030C 999 240
VERT(CL): 0.054C 999 240
HORZ(LL): 0.030F - -
HORZ(TL): 0.053F - -
Creep Factor: 2.0
Max TC CSI: 0.246
Max BC CSI: 0.262
Max Web CSI: 0.270
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G02
Ply: 1
Qty:2
Wgt: 84.0 lbs
SEQN: 7499 / T21 / COMN
FROM:DRW:
.../...07/31/2019
W3
(a)
A
B
C
D
E
F
G
10
12
5
12
3X4(F1)
2X3
4X6(R)
4X6(R)
3X4(R)
2X3
12'
4'11"11
4'11"11
9'8"6
4'8"11
12'
2'3"10
5"8
5"8 6'
5'6"8
11'6"8
5'6"8
12'
5"81'4"
4"13
6 '6"1
2
2 '3"1
1
8 '5"1
3
9 '6"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Loading
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 654 /-/-/340 /7 /167
F 530 /-/-/297 /60 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
F Brg Width = 5.5 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 165-1008
Chords Tens.Comp.
C - D 223 -839
D - E 52 -49
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 767 -271
Chords Tens.Comp.
G - F 154 -36
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 174 -265
G - D 808 -235
Webs Tens.Comp.
D - F 109 -457
F - E 43 -79
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.030C 999 240
VERT(CL): 0.054C 999 240
HORZ(LL): 0.030F - -
HORZ(TL): 0.053F - -
Creep Factor: 2.0
Max TC CSI: 0.246
Max BC CSI: 0.262
Max Web CSI: 0.270
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G02
Ply: 1
Qty:2
Wgt: 84.0 lbs
SEQN: 7499 / T21 / COMN
FROM:DRW:
.../...07/31/2019
W3
(a)
A
B
C
D
E
F
G
10
12
5
12
3X4(F1)
2X3
4X6(R)
4X6(R)
3X4(R)
2X3
12'
4'11"11
4'11"11
9'8"6
4'8"11
12'
2'3"10
5"8
5"8 6'
5'6"8
11'6"8
5'6"8
12'
5"81'4"
4"13
6 '6"1
2
2 '3"1
1
8 '5"1
3
9 '6"
1
4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the following
support conditions: 0'Bearing A (0', 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 541 /-/-/265 /-/138
E 537 /-/-/303 /62 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
E Brg Width = 5.5 Min Req =1.5
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 179-1037
B - C 238 -870
Chords Tens.Comp.
C - D 52 -49
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - F 801 -287
Chords Tens.Comp.
F - E 157 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - F 181 -278
F - C 845 -254
Webs Tens.Comp.
C - E 114 -467
E - D 43 -79
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.028F 999 240
VERT(CL): 0.051F 999 240
HORZ(LL): 0.028E - -
HORZ(TL): 0.051E - -
Creep Factor: 2.0
Max TC CSI: 0.222
Max BC CSI: 0.252
Max Web CSI: 0.283
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G03
Ply: 1
Qty:1
Wgt: 81.2 lbs
SEQN: 7502 / T1 / COMN
FROM:DRW:
.../...07/31/2019
W3
(a)
A
B
C
D
E
F
10
12
5
12
3X4(F2)
2X3
4X6(R)
4X6(R)
3X4(R)
2X3
12'
(J)Supporting Member: (2)
4'11"11
4'11"11
9'8"6
4'8"11
12'
2'3"10
5"8
5"8 6'
5'6"8
11'6"8
5'6"8
12'
5"8
4"13
6 '6"1
2
2 '3"
1
1
8 '5"1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3 2x4 DF-L Standard:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based
on the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the following
support conditions: 0'Bearing A (0', 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 541 /-/-/265 /-/138
E 537 /-/-/303 /62 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
E Brg Width = 5.5 Min Req =1.5
Bearing E is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 179-1037
B - C 238 -870
Chords Tens.Comp.
C - D 52 -49
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - F 801 -287
Chords Tens.Comp.
F - E 157 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - F 181 -278
F - C 845 -254
Webs Tens.Comp.
C - E 114 -467
E - D 43 -79
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.028F 999 240
VERT(CL): 0.051F 999 240
HORZ(LL): 0.028E - -
HORZ(TL): 0.051E - -
Creep Factor: 2.0
Max TC CSI: 0.222
Max BC CSI: 0.252
Max Web CSI: 0.283
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G03
Ply: 1
Qty:1
Wgt: 81.2 lbs
SEQN: 7502 / T1 / COMN
FROM:DRW:
.../...07/31/2019
W3
(a)
A
B
C
D
E
F
10
12
5
12
3X4(F2)
2X3
4X6(R)
4X6(R)
3X4(R)
2X3
12'
(J)Supporting Member: (2)
4'11"11
4'11"11
9'8"6
4'8"11
12'
2'3"10
5"8
5"8 6'
5'6"8
11'6"8
5'6"8
12'
5"8
4"13
6 '6"1
2
2 '3"
1
1
8 '5"1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3 2x4 DF-L Standard:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing A (0', 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.Bearing E (11'9", 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L SS
(4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 541 /-/-/265 /-/138
E 537 /-/-/303 /62 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
E Brg Width = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 145 -954
B - C 80 -284
Chords Tens.Comp.
C - D 77 -222
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - G 712 -241
G - F 693 -228
Chords Tens.Comp.
F - E 19 -18
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - B 630 -138
B - F 284 -757
F - C 105 -38
Webs Tens.Comp.
F - D 364 -76
E - D 130 -516
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021G 999 240
VERT(CL): 0.037G 999 240
HORZ(LL): 0.021E - -
HORZ(TL): 0.038E - -
Creep Factor: 2.0
Max TC CSI: 0.249
Max BC CSI: 0.204
Max Web CSI: 0.427
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G04
Ply: 1
Qty:2
Wgt: 86.8 lbs
SEQN: 7509 / T39 / SPEC
FROM:DRW:
.../...07/31/2019
W3
A
B
C
D
E
F
G
10
12
5
12
3X4(F2)
4X6(R)
3X4
3X8
4X4
3X4
3X4
12'
(J)Supporting Member: (1) 2x6 DF-L SS (J)Supporting Member: (2) 2x6 DF-L SS
6'
6'
9'8"6
3'8"6
12'
2'3"10
5"8
5"8 6'
5'6"8
9'8"6
3'8"6
11'6"8
1'10"2
12'
5"8
4"13
6 '6"1
2
2 '3"
1
1
8 '5"1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W3 2x4 DF-L Standard:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing A (0', 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.Bearing E (11'9", 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L SS
(4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 541 /-/-/265 /-/138
E 537 /-/-/303 /62 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
E Brg Width = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 145 -954
B - C 80 -284
Chords Tens.Comp.
C - D 77 -222
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - G 712 -241
G - F 693 -228
Chords Tens.Comp.
F - E 19 -18
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - B 630 -138
B - F 284 -757
F - C 105 -38
Webs Tens.Comp.
F - D 364 -76
E - D 130 -516
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021G 999 240
VERT(CL): 0.037G 999 240
HORZ(LL): 0.021E - -
HORZ(TL): 0.038E - -
Creep Factor: 2.0
Max TC CSI: 0.249
Max BC CSI: 0.204
Max Web CSI: 0.427
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G04
Ply: 1
Qty:2
Wgt: 86.8 lbs
SEQN: 7509 / T39 / SPEC
FROM:DRW:
.../...07/31/2019
W3
A
B
C
D
E
F
G
10
12
5
12
3X4(F2)
4X6(R)
3X4
3X8
4X4
3X4
3X4
12'
(J)Supporting Member: (1) 2x6 DF-L SS (J)Supporting Member: (2) 2x6 DF-L SS
6'
6'
9'8"6
3'8"6
12'
2'3"10
5"8
5"8 6'
5'6"8
9'8"6
3'8"6
11'6"8
1'10"2
12'
5"8
4"13
6 '6"1
2
2 '3"
1
1
8 '5"1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W2 2x4 DF-L Standard:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing A (0', 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.Bearing E (11'9", 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L SS
(4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 535 /-/-/269 /-/138
E 524 /-/-/303 /63 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
E Brg Width = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 45 -562
B - C 52 -309
Chords Tens.Comp.
C - D 66 -222
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - F 373 -155
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - F 170 -300
C - F 141 -5
Webs Tens.Comp.
F - D 422 -77
E - D 117 -567
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.006F 999 240
VERT(CL): 0.016F 999 240
HORZ(LL): 0.005F - -
HORZ(TL): 0.012F - -
Creep Factor: 2.0
Max TC CSI: 0.288
Max BC CSI: 0.480
Max Web CSI: 0.423
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G05
Ply: 1
Qty:1
Wgt: 82.6 lbs
SEQN: 7762 / T18 / SPEC
FROM:DRW:
.../...07/31/2019
W2
A
B
C
D
EF
10
12
3X4(B1)
2X3
4X4
3X8
3X4
3X4
12'
(J)Supporting Member: (1) 2x6 DF-L SS (J)Supporting Member: (2) 2x6 DF-L SS
5'0"2
5'0"2
9'8"6
4'8"4
12'
2'3"10
9'8"6
9'8"6
12'
2'3"10
4"13
6 '6"1
2
8 '5"
1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W2 2x4 DF-L Standard:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing A (0', 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.Bearing E (11'9", 10'1"2) LUS24 Supporting Member: (2)2x6 DF-L SS
(4) 0.148"x3" nails into supporting member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 535 /-/-/269 /-/138
E 524 /-/-/303 /63 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
E Brg Width = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 45 -562
B - C 52 -309
Chords Tens.Comp.
C - D 66 -222
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - F 373 -155
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - F 170 -300
C - F 141 -5
Webs Tens.Comp.
F - D 422 -77
E - D 117 -567
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.006F 999 240
VERT(CL): 0.016F 999 240
HORZ(LL): 0.005F - -
HORZ(TL): 0.012F - -
Creep Factor: 2.0
Max TC CSI: 0.288
Max BC CSI: 0.480
Max Web CSI: 0.423
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:G05
Ply: 1
Qty:1
Wgt: 82.6 lbs
SEQN: 7762 / T18 / SPEC
FROM:DRW:
.../...07/31/2019
W2
A
B
C
D
EF
10
12
3X4(B1)
2X3
4X4
3X8
3X4
3X4
12'
(J)Supporting Member: (1) 2x6 DF-L SS (J)Supporting Member: (2) 2x6 DF-L SS
5'0"2
5'0"2
9'8"6
4'8"4
12'
2'3"10
9'8"6
9'8"6
12'
2'3"10
4"13
6 '6"1
2
8 '5"
1
3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 659 /-/-/333 /242 /201
H 659 /-/-/333 /242 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 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 91 0
B - C 100 -509
C - D 141 -434
D - E 202 -399
Chords Tens.Comp.
E - F 202 -399
F - G 141 -434
G - H 100 -509
H - I 91 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 307 -65
N - M 304 -64
M - L 301 -63
Chords Tens.Comp.
L - K 301 -63
K - J 304 -62
J - H 307 -62
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - L 223 -139
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C - N 55 -47
D - M 81 -86
Gables Tens.Comp.
K - F 81 -86
J - G 55 -47
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.012K 999 240
VERT(CL): 0.019K 999 240
HORZ(LL): 0.008G - -
HORZ(TL): 0.013C - -
Creep Factor: 2.0
Max TC CSI: 0.205
Max BC CSI: 0.221
Max Web CSI: 0.075
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:H01
Ply: 1
Qty:1
Wgt: 56.0 lbs
SEQN: 4484 / T30 / GABL
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
IJKLMN
10
12
3X4(A1)
2X3
2X3
2X3
2X3
4X4
2X3 2X3
2X3
2X3
2X3
3X4(A1)
9'3"
1'11"8 1'4"
(TYP)
2'8"
4'7"8
4'7"8
9'3"
4'7"8
4'7"8
4'7"8
9'3"
4'7"81'4"1'4"
4"13
4 '3 "1
5 '4 "2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X3 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Additional Notes
See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 659 /-/-/333 /242 /201
H 659 /-/-/333 /242 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 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 91 0
B - C 100 -509
C - D 141 -434
D - E 202 -399
Chords Tens.Comp.
E - F 202 -399
F - G 141 -434
G - H 100 -509
H - I 91 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 307 -65
N - M 304 -64
M - L 301 -63
Chords Tens.Comp.
L - K 301 -63
K - J 304 -62
J - H 307 -62
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - L 223 -139
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
C - N 55 -47
D - M 81 -86
Gables Tens.Comp.
K - F 81 -86
J - G 55 -47
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.012K 999 240
VERT(CL): 0.019K 999 240
HORZ(LL): 0.008G - -
HORZ(TL): 0.013C - -
Creep Factor: 2.0
Max TC CSI: 0.205
Max BC CSI: 0.221
Max Web CSI: 0.075
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:H01
Ply: 1
Qty:1
Wgt: 56.0 lbs
SEQN: 4484 / T30 / GABL
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
G
H
IJKLMN
10
12
3X4(A1)
2X3
2X3
2X3
2X3
4X4
2X3 2X3
2X3
2X3
2X3
3X4(A1)
9'3"
1'11"8 1'4"
(TYP)
2'8"
4'7"8
4'7"8
9'3"
4'7"8
4'7"8
4'7"8
9'3"
4'7"81'4"1'4"
4"13
4 '3 "1
5 '4 "2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 513 /-/-/273 /38 /144
D 513 /-/-/273 /38 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 3.5 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 67 -404
Chords Tens.Comp.
C - D 68 -404
D - E 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 236 -40
Chords Tens.Comp.
F - D 236 -40
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 198 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003F 999 240
VERT(CL): 0.005F 999 240
HORZ(LL): 0.001F - -
HORZ(TL): 0.002F - -
Creep Factor: 2.0
Max TC CSI: 0.130
Max BC CSI: 0.115
Max Web CSI: 0.061
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:H02
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 4477 / T23 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
EF
10
12
3X4(A1)
4X4
2X3
3X4(A1)
9'3"
4'7"8
4'7"8
9'3"
4'7"8
4'7"8
4'7"8
9'3"
4'7"81'4"1'4"
4"13
4 '3"
1
5 '4"
2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 513 /-/-/273 /38 /144
D 513 /-/-/273 /38 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 3.5 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 67 0
B - C 67 -404
Chords Tens.Comp.
C - D 68 -404
D - E 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 236 -40
Chords Tens.Comp.
F - D 236 -40
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 198 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003F 999 240
VERT(CL): 0.005F 999 240
HORZ(LL): 0.001F - -
HORZ(TL): 0.002F - -
Creep Factor: 2.0
Max TC CSI: 0.130
Max BC CSI: 0.115
Max Web CSI: 0.061
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:H02
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 4477 / T23 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
EF
10
12
3X4(A1)
4X4
2X3
3X4(A1)
9'3"
4'7"8
4'7"8
9'3"
4'7"8
4'7"8
4'7"8
9'3"
4'7"81'4"1'4"
4"13
4 '3"
1
5 '4"
2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4(B1) except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*239 /-/-/100 /9 /90
F 87 /-/-/80 /9 /-
C 510 /-/-/266 /40 /-
Wind reactions based on MWFRS
A Brg Width = 16.7 Min Req =-
F Brg Width = 5.5 Min Req =1.5
C Brg Width = 3.5 Min Req =1.5
Bearings A, F, & C are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 75 -392
B - C 79 -397
Chords Tens.Comp.
C - D 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 464 -84
Chords Tens.Comp.
E - C 232 -42
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 167 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003E 999 240
VERT(CL): 0.005E 999 240
HORZ(LL): 0.001E - -
HORZ(TL): 0.002E - -
Creep Factor: 2.0
Max TC CSI: 0.139
Max BC CSI: 0.104
Max Web CSI: 0.051
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:H03
Ply: 1
Qty:1
Wgt: 40.6 lbs
SEQN: 7756 / T22 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
10
12
3X4(B1)
4X4
2X3
3X4(A1)
1'7"8 7'7"8
4'7"8
4'7"8
9'3"
4'7"8
4'7"8
4'7"8
9'3"
4'7"8 1'4"
4"13
4 '3 "1
5 '4 "2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4(B1) except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*239 /-/-/100 /9 /90
F 87 /-/-/80 /9 /-
C 510 /-/-/266 /40 /-
Wind reactions based on MWFRS
A Brg Width = 16.7 Min Req =-
F Brg Width = 5.5 Min Req =1.5
C Brg Width = 3.5 Min Req =1.5
Bearings A, F, & C are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 75 -392
B - C 79 -397
Chords Tens.Comp.
C - D 67 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 464 -84
Chords Tens.Comp.
E - C 232 -42
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 167 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.003E 999 240
VERT(CL): 0.005E 999 240
HORZ(LL): 0.001E - -
HORZ(TL): 0.002E - -
Creep Factor: 2.0
Max TC CSI: 0.139
Max BC CSI: 0.104
Max Web CSI: 0.051
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:H03
Ply: 1
Qty:1
Wgt: 40.6 lbs
SEQN: 7756 / T22 / COMN
FROM:DRW:
.../...07/31/2019
A
B
C
D
E
F
10
12
3X4(B1)
4X4
2X3
3X4(A1)
1'7"8 7'7"8
4'7"8
4'7"8
9'3"
4'7"8
4'7"8
4'7"8
9'3"
4'7"8 1'4"
4"13
4 '3 "1
5 '4 "2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :M1, M2 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X3 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Additional Notes
Right end vertical not designed to be exposed to windpressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*129 /-/-/-/-/-
Wind reactions based on MWFRS
A Brg Width = 110 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 43 -76
B - C 72 -107
C - D 87 -104
Chords Tens.Comp.
D - E 93 -110
E - F 0 -92
F - G 5 -1
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - L 24 0
L - K 13 0
K - J 7 0
Chords Tens.Comp.
J - I 3 0
I - H 0 0
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
B - L 0 -198
C - K 0 -226
D - J 0 -251
Gables Tens.Comp.
E - I 0 -234
G - H 0 -69
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category:
EXP: CKzt: NA
Mean Height: 0.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 0.00
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: -CAT: -
Pf: 23.1 Ce: -
Lu: -Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002F 999 240
VERT(CL): 0.004F 999 240
HORZ(LL): 0.002F - -
HORZ(TL): 0.004F - -
Creep Factor: 2.0
Max TC CSI: 0.063
Max BC CSI: 0.027
Max Web CSI: 0.046
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:HB
Ply: 1
Qty:1
Wgt: 89.6 lbs
SEQN: 7633 / T53 / GABL
FROM:DRW:
.../...07/31/2019
M1
M2
(a)
(a)
A
B
C
D
E
FG
HIJKL
15.62
12
3X4(D1)
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
3X4
2X3
2X3
9'2"13
1'11"13 2'(TYP)
1'1"4
8'7"14
8'7"14
9'2"13
6"15
9'2"13
9'2"13
0"4
11
'3"7
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Standard :M1, M2 2x4 DF-L Stud:
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X3 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Additional Notes
Right end vertical not designed to be exposed to windpressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*129 /-/-/-/-/-
Wind reactions based on MWFRS
A Brg Width = 110 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 43 -76
B - C 72 -107
C - D 87 -104
Chords Tens.Comp.
D - E 93 -110
E - F 0 -92
F - G 5 -1
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - L 24 0
L - K 13 0
K - J 7 0
Chords Tens.Comp.
J - I 3 0
I - H 0 0
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
B - L 0 -198
C - K 0 -226
D - J 0 -251
Gables Tens.Comp.
E - I 0 -234
G - H 0 -69
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category:
EXP: CKzt: NA
Mean Height: 0.00 ft
TCDL: 4.2 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 0.00
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: -CAT: -
Pf: 23.1 Ce: -
Lu: -Cs: -
Snow Duration: -
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.002F 999 240
VERT(CL): 0.004F 999 240
HORZ(LL): 0.002F - -
HORZ(TL): 0.004F - -
Creep Factor: 2.0
Max TC CSI: 0.063
Max BC CSI: 0.027
Max Web CSI: 0.046
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:HB
Ply: 1
Qty:1
Wgt: 89.6 lbs
SEQN: 7633 / T53 / GABL
FROM:DRW:
.../...07/31/2019
M1
M2
(a)
(a)
A
B
C
D
E
FG
HIJKL
15.62
12
3X4(D1)
2X3
2X3
2X3
2X3
2X3
2X3
2X3
2X3
3X4
2X3
2X3
9'2"13
1'11"13 2'(TYP)
1'1"4
8'7"14
8'7"14
9'2"13
6"15
9'2"13
9'2"13
0"4
11
'3"7
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4(D1) except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IBC-12 section1607.
Wind
***** Gust Wind Speed lower than required for ID.
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*116 /-/-/49 /34 /9
Wind reactions based on MWFRS
A Brg Width = 69.7 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 110 -99
Chords Tens.Comp.
B - C 110 -99
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - D 86 -29
Chords Tens.Comp.
D - C 86 -29
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
B - D 121 -268
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:90 mph
Enclosure: Open
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 0.0 psf
BCDL: 0.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.00
Wind Duration: 1.00
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.54
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2012
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.003D 999 240
VERT(CL): 0.004D 999 240
HORZ(LL): 0.003D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.122
Max BC CSI: 0.088
Max Web CSI: 0.050
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:HD
Ply: 1
Qty:1
Wgt: 28.0 lbs
SEQN: 4430 / T37 / GABL
FROM:DRW:
.../...07/31/2019
A
B
C
D
15.62
12
3X4(D1)
4X4
2X3
3X4(D1)
5'9"11
2'10"14
2'10"14
5'9"11
2'10"14
2'10"14
2'10"14
5'9"11
2'10"14
0"4
3 '9 "10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4(D1) except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
bottom chord live load applied per IBC-12 section1607.
Wind
***** Gust Wind Speed lower than required for ID.
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*116 /-/-/49 /34 /9
Wind reactions based on MWFRS
A Brg Width = 69.7 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 110 -99
Chords Tens.Comp.
B - C 110 -99
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - D 86 -29
Chords Tens.Comp.
D - C 86 -29
Maximum Gable Forces Per Ply (lbs)
GablesTens.Comp.
B - D 121 -268
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:90 mph
Enclosure: Open
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 0.0 psf
BCDL: 0.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.00
Wind Duration: 1.00
Snow Criteria (Pg,Pf in PSF)
Pg: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.54
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2012
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.003D 999 240
VERT(CL): 0.004D 999 240
HORZ(LL): 0.003D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.122
Max BC CSI: 0.088
Max Web CSI: 0.050
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:HD
Ply: 1
Qty:1
Wgt: 28.0 lbs
SEQN: 4430 / T37 / GABL
FROM:DRW:
.../...07/31/2019
A
B
C
D
15.62
12
3X4(D1)
4X4
2X3
3X4(D1)
5'9"11
2'10"14
2'10"14
5'9"11
2'10"14
2'10"14
2'10"14
5'9"11
2'10"14
0"4
3 '9 "10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 247 /-/-/160 /21 /62
D 30 /-/-/25 /3 /-
C 19 /-/-/21 /11 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
Chords Tens.Comp.
B - C 14 -61
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.121
Max BC CSI: 0.021
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J01
Ply: 1
Qty:8
Wgt: 9.8 lbs
SEQN: 4439 / T62 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
10
12 3X4(A1)
1'10"15
1'10"151'4"
4"13
1 '11
"15
3 '1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 247 /-/-/160 /21 /62
D 30 /-/-/25 /3 /-
C 19 /-/-/21 /11 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
Chords Tens.Comp.
B - C 14 -61
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.121
Max BC CSI: 0.021
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J01
Ply: 1
Qty:8
Wgt: 9.8 lbs
SEQN: 4439 / T62 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
10
12 3X4(A1)
1'10"15
1'10"151'4"
4"13
1 '11
"15
3 '1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 308 /-/-/182 /1 /100
D 70 /-/-/48 /-/-
C 104 /-/-/47 /41 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
Chords Tens.Comp.
B - C 66 -94
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.001D - -
HORZ(TL): 0.002D - -
Creep Factor: 2.0
Max TC CSI: 0.131
Max BC CSI: 0.093
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J02
Ply: 1
Qty:6
Wgt: 16.8 lbs
SEQN: 4442 / T61 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
10
12
3X4(A1)
3'10"15
3'10"151'4"
4"13
3 '7 "15
4 '9"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 308 /-/-/182 /1 /100
D 70 /-/-/48 /-/-
C 104 /-/-/47 /41 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
Chords Tens.Comp.
B - C 66 -94
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.001D - -
HORZ(TL): 0.002D - -
Creep Factor: 2.0
Max TC CSI: 0.131
Max BC CSI: 0.093
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J02
Ply: 1
Qty:6
Wgt: 16.8 lbs
SEQN: 4442 / T61 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
10
12
3X4(A1)
3'10"15
3'10"151'4"
4"13
3 '7 "15
4 '9"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 308 /-/-/182 /1 /100
E 70 /-/-/50 /-/-
D 99 /-/-/46 /38 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 1 -108
Chords Tens.Comp.
C - D 63 -67
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 13 -11
C - G 11 -12
Chords Tens.Comp.
G - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - F 63 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009G 999 240
VERT(CL): 0.015G 999 240
HORZ(LL): 0.008G - -
HORZ(TL): 0.013G - -
Creep Factor: 2.0
Max TC CSI: 0.121
Max BC CSI: 0.068
Max Web CSI: 0.045
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J02A
Ply: 1
Qty:2
Wgt: 23.8 lbs
SEQN: 7681 / T66 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
EFG
10
12
3X4(A1)
2X3
3X4
3X4
3'5"8
3'5"8
3'10"15
5"71'4"
2 '4 "7
4"13
3 '7 "15
1'
4 '9"
HB 5"7
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 3X4 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 308 /-/-/182 /1 /100
E 70 /-/-/50 /-/-
D 99 /-/-/46 /38 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 1 -108
Chords Tens.Comp.
C - D 63 -67
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 13 -11
C - G 11 -12
Chords Tens.Comp.
G - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - F 63 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009G 999 240
VERT(CL): 0.015G 999 240
HORZ(LL): 0.008G - -
HORZ(TL): 0.013G - -
Creep Factor: 2.0
Max TC CSI: 0.121
Max BC CSI: 0.068
Max Web CSI: 0.045
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J02A
Ply: 1
Qty:2
Wgt: 23.8 lbs
SEQN: 7681 / T66 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
EFG
10
12
3X4(A1)
2X3
3X4
3X4
3'5"8
3'5"8
3'10"15
5"71'4"
2 '4 "7
4"13
3 '7 "15
1'
4 '9"
HB 5"7
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 386 /-/-/221 /-/136
C 170 /-/-/83 /66 /-
D 107 /-/-/72 /-/-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
C 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 67 0
Chords Tens.Comp.
B - C 109 -137
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.007D - -
HORZ(TL): 0.011D - -
Creep Factor: 2.0
Max TC CSI: 0.355
Max BC CSI: 0.225
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J03
Ply: 1
Qty:6
Wgt: 22.4 lbs
SEQN: 4448 / T10 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
10
12
3X4(A1)
5'10"15
5'10"151'4"
4"13
5 '3 "5
6 '4 "6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 386 /-/-/221 /-/136
C 170 /-/-/83 /66 /-
D 107 /-/-/72 /-/-
Wind reactions based on MWFRS
B Brg Width = 5.5 Min Req =1.5
C 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 67 0
Chords Tens.Comp.
B - C 109 -137
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.007D - -
HORZ(TL): 0.011D - -
Creep Factor: 2.0
Max TC CSI: 0.355
Max BC CSI: 0.225
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J03
Ply: 1
Qty:6
Wgt: 22.4 lbs
SEQN: 4448 / T10 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
10
12
3X4(A1)
5'10"15
5'10"151'4"
4"13
5 '3 "5
6 '4 "6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 388 /-/-/221 /-/137
E 160 /-/-/114 /27 /-
D 78 /-/-/41 /28 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -241
Chords Tens.Comp.
C - D 50 -61
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 123 -63
G - F 178 -92
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 61 0
G - C 113 0
Webs Tens.Comp.
C - F 117 -225
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.011G 999 240
VERT(CL): 0.018G 999 240
HORZ(LL): 0.014F - -
HORZ(TL): 0.024F - -
Creep Factor: 2.0
Max TC CSI: 0.131
Max BC CSI: 0.075
Max Web CSI: 0.509
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J03A
Ply: 1
Qty:2
Wgt: 32.2 lbs
SEQN: 7673 / T67 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
EF
GH
10
12
3X4(A1)3X4
2X3
3X4
3X4
3'5"8
3'5"8
5'10"15
2'5"7
3'5"8
3'5"8
5'9"3
2'3"11
5'10"15
1"121'4"
4"13
5 '3"1
5
1'
6 '5"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 388 /-/-/221 /-/137
E 160 /-/-/114 /27 /-
D 78 /-/-/41 /28 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -241
Chords Tens.Comp.
C - D 50 -61
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 123 -63
G - F 178 -92
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - H 61 0
G - C 113 0
Webs Tens.Comp.
C - F 117 -225
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.011G 999 240
VERT(CL): 0.018G 999 240
HORZ(LL): 0.014F - -
HORZ(TL): 0.024F - -
Creep Factor: 2.0
Max TC CSI: 0.131
Max BC CSI: 0.075
Max Web CSI: 0.509
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J03A
Ply: 1
Qty:2
Wgt: 32.2 lbs
SEQN: 7673 / T67 / JACK
FROM:DRW:
.../...07/31/2019
A
B
C
D
EF
GH
10
12
3X4(A1)3X4
2X3
3X4
3X4
3'5"8
3'5"8
5'10"15
2'5"7
3'5"8
3'5"8
5'9"3
2'3"11
5'10"15
1"121'4"
4"13
5 '3"1
5
1'
6 '5"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
(J) Hanger Support Required, by othersBearing G (7'9", 10'1"2) LUS24
Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting member,
(2) 0.148"x3" nails into supported member.Bearing G (7'9", 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L #2 (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 476 /-/-/266 /-/176
F 335 /-/-/220 /78 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -303
Chords Tens.Comp.
C - D 63 -102
D - E 0 -6
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 181 -110
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 149 -245
Webs Tens.Comp.
D - G 80 -108
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007D 999 240
VERT(CL): 0.018E 999 240
HORZ(LL): 0.006E - -
HORZ(TL): 0.020E - -
Creep Factor: 2.0
Max TC CSI: 0.149
Max BC CSI: 0.378
Max Web CSI: 0.113
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J04
Ply: 1
Qty:9
Wgt: 47.6 lbs
SEQN: 7759 / T60 / EJAC
FROM:DRW:
.../...07/31/2019
A
B
C
DE
FG
10
12
3X4(A1)
2X3
2X3
4X4
8'
(J)
4'1"15
4'1"15
7'10"4
3'8"5
8'
1"12
7'10"4
7'10"4
8'
1"12
1'4"
4"13
7 '0"1
3
8 '1"1
4
HB 1"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
(J) Hanger Support Required, by othersBearing G (7'9", 10'1"2) LUS24
Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting member,
(2) 0.148"x3" nails into supported member.Bearing G (7'9", 10'1"2) LUS24 Supporting Member: (1)2x6 DF-L #2 (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 476 /-/-/266 /-/176
F 335 /-/-/220 /78 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -303
Chords Tens.Comp.
C - D 63 -102
D - E 0 -6
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 181 -110
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 149 -245
Webs Tens.Comp.
D - G 80 -108
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007D 999 240
VERT(CL): 0.018E 999 240
HORZ(LL): 0.006E - -
HORZ(TL): 0.020E - -
Creep Factor: 2.0
Max TC CSI: 0.149
Max BC CSI: 0.378
Max Web CSI: 0.113
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J04
Ply: 1
Qty:9
Wgt: 47.6 lbs
SEQN: 7759 / T60 / EJAC
FROM:DRW:
.../...07/31/2019
A
B
C
DE
FG
10
12
3X4(A1)
2X3
2X3
4X4
8'
(J)
4'1"15
4'1"15
7'10"4
3'8"5
8'
1"12
7'10"4
7'10"4
8'
1"12
1'4"
4"13
7 '0"1
3
8 '1"1
4
HB 1"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W1 2x4 DF-L #1&Bet.:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=7'9" uses the followingsupport conditions: 7'9"
Bearing G (7'9", 11'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 476 /-/-/265 /-/176
F 335 /-/-/219 /78 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -389
Chords Tens.Comp.
C - D 86 -110
D - E 0 -6
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 246 -121
H - G 363 -177
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - I 62 0
H - C 156 0
Webs Tens.Comp.
C - G 192 -394
D - G 95 -145
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025H 999 240
VERT(CL): 0.043H 999 240
HORZ(LL): 0.026G - -
HORZ(TL): 0.044G - -
Creep Factor: 2.0
Max TC CSI: 0.215
Max BC CSI: 0.205
Max Web CSI: 0.436
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J04A
Ply: 1
Qty:2
Wgt: 51.8 lbs
SEQN: 7659 / T68 / EJAC
FROM:DRW:
.../...07/31/2019
W1
A
B
C
DE
FG
HI
10
12
3X4(A1)3X4
2X3
3X4
2X3
4X4
8'
(J)Supporting Member: (1) 2x6 DF-L SS
3'5"8
3'5"8
7'10"4
4'4"12
8'
1"12
3'5"8
3'5"8
7'10"4
4'4"12
8'
1"12
1'4"
4"13 1'
6 '0"1
3
7 '0"1
3
8 '1"1
4
HB 1"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W1 2x4 DF-L #1&Bet.:
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer
publication for additional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=7'9" uses the followingsupport conditions: 7'9"
Bearing G (7'9", 11'1"2) LUS24 Supporting Member: (1)2x6 DF-L SS (4) 0.148"x3" nails into supporting
member, (2) 0.148"x3" nails into supported member.(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section
301.5.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 476 /-/-/265 /-/176
F 335 /-/-/219 /78 /-
Wind reactions based on MWFRS
B Brg Width = 5.5 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 67 0
B - C 0 -389
Chords Tens.Comp.
C - D 86 -110
D - E 0 -6
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 246 -121
H - G 363 -177
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - I 62 0
H - C 156 0
Webs Tens.Comp.
C - G 192 -394
D - G 95 -145
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025H 999 240
VERT(CL): 0.043H 999 240
HORZ(LL): 0.026G - -
HORZ(TL): 0.044G - -
Creep Factor: 2.0
Max TC CSI: 0.215
Max BC CSI: 0.205
Max Web CSI: 0.436
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J04A
Ply: 1
Qty:2
Wgt: 51.8 lbs
SEQN: 7659 / T68 / EJAC
FROM:DRW:
.../...07/31/2019
W1
A
B
C
DE
FG
HI
10
12
3X4(A1)3X4
2X3
3X4
2X3
4X4
8'
(J)Supporting Member: (1) 2x6 DF-L SS
3'5"8
3'5"8
7'10"4
4'4"12
8'
1"12
3'5"8
3'5"8
7'10"4
4'4"12
8'
1"12
1'4"
4"13 1'
6 '0"1
3
7 '0"1
3
8 '1"1
4
HB 1"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 8.00 BC: From 5 plf at -1.52 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.00 BC: 541 lb Conc. Load at 1.17, 3.17, 5.17
BC: 535 lb Conc. Load at 7.17
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=7'9" uses the followingsupport conditions: 7'9"Bearing D (7'9", 10'1"2) HUS26 Supporting Member: (1)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported
member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1416 /-/-/187 /28 /148
D 1449 /-/-/229 /81 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 43-1318
Chords Tens.Comp.
B - C 63 -102
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 967 -108
Chords Tens.Comp.
E - D 946 -108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 1355 0
B - D 147-1288
Webs Tens.Comp.
C - D 66 -98
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.014E 999 240
VERT(CL): 0.024E 999 240
HORZ(LL):-0.005C - -
HORZ(TL): 0.009C - -
Creep Factor: 2.0
Max TC CSI: 0.223
Max BC CSI: 0.393
Max Web CSI: 0.586
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J05
Ply: 1
Qty:1
Wgt: 56.0 lbs
SEQN: 7621 / T27 / EJAC
FROM:DRW:
.../...07/31/2019
A
B
C
DE
10
12
4X4(A1)
3X8
3X10
2X3
3X6(R)
8'
(J)
4'1"15
4'1"15
8'
3'10"1
4'1"15
4'1"15
8'
3'10"1
4"13
7'0
"13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 68 plf at -1.52 to 68 plf at 8.00 BC: From 5 plf at -1.52 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 8.00 BC: 541 lb Conc. Load at 1.17, 3.17, 5.17
BC: 535 lb Conc. Load at 7.17
Hangers / Ties
Simpson Construction Hardware is specified basedon the most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturerpublication for additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=7'9" uses the followingsupport conditions: 7'9"Bearing D (7'9", 10'1"2) HUS26 Supporting Member: (1)2x6 DF-L SS (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported
member.
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1416 /-/-/187 /28 /148
D 1449 /-/-/229 /81 /-
Wind reactions based on MWFRS
A Brg Width = 5.5 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 43-1318
Chords Tens.Comp.
B - C 63 -102
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 967 -108
Chords Tens.Comp.
E - D 946 -108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 1355 0
B - D 147-1288
Webs Tens.Comp.
C - D 66 -98
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 0.93
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.014E 999 240
VERT(CL): 0.024E 999 240
HORZ(LL):-0.005C - -
HORZ(TL): 0.009C - -
Creep Factor: 2.0
Max TC CSI: 0.223
Max BC CSI: 0.393
Max Web CSI: 0.586
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:J05
Ply: 1
Qty:1
Wgt: 56.0 lbs
SEQN: 7621 / T27 / EJAC
FROM:DRW:
.../...07/31/2019
A
B
C
DE
10
12
4X4(A1)
3X8
3X10
2X3
3X6(R)
8'
(J)
4'1"15
4'1"15
8'
3'10"1
4'1"15
4'1"15
8'
3'10"1
4"13
7'0
"13
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -2.03 to 66 plf at -0.15 TC: From 2 plf at -0.15 to 2 plf at 11.25 BC: From 0 plf at -2.03 to 5 plf at -0.15 BC: From 2 plf at -0.15 to 2 plf at 5.64
BC: From 20 plf at 5.64 to 20 plf at 11.25 TC: 39 lb Conc. Load at 2.81 TC: 208 lb Conc. Load at 5.64
TC: 339 lb Conc. Load at 8.38 BC: 60 lb Conc. Load at 2.81
BC: 140 lb Conc. Load at 5.64
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 612 /-/-/-/70 /-
F 542 /-/-/-/71 /-
Wind reactions based on MWFRS
B Brg Width = 7.8 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 67 -9
B - C 95 -650
Chords Tens.Comp.
C - D 65 -114
D - E 0 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 557 -83
H - G 552 -84
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 257 0
C - G 101 -665
Webs Tens.Comp.
D - G 42 -132
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.011H 999 240
VERT(CL): 0.021H 999 240
HORZ(LL):-0.005E - -
HORZ(TL): 0.011E - -
Creep Factor: 2.0
Max TC CSI: 0.654
Max BC CSI: 0.242
Max Web CSI: 0.461
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:JC01
Ply: 1
Qty:3
Wgt: 63.0 lbs
SEQN: 7624 / T14 / HIP_
FROM:DRW:
.../...07/31/2019
A
B
C
DE
FGH
7.07 12
3X4(A1)
2X3
3X4
2X3
4X4
11'3"
(J)
5'10"4
5'10"4
11'3"
5'4"13
5'10"4
5'10"4
11'3"
5'4"131'10"10
4"6
6 '11
"15
8 '0 "15
HB 0"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -2.03 to 66 plf at -0.15 TC: From 2 plf at -0.15 to 2 plf at 11.25 BC: From 0 plf at -2.03 to 5 plf at -0.15 BC: From 2 plf at -0.15 to 2 plf at 5.64
BC: From 20 plf at 5.64 to 20 plf at 11.25 TC: 39 lb Conc. Load at 2.81 TC: 208 lb Conc. Load at 5.64
TC: 339 lb Conc. Load at 8.38 BC: 60 lb Conc. Load at 2.81
BC: 140 lb Conc. Load at 5.64
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 612 /-/-/-/70 /-
F 542 /-/-/-/71 /-
Wind reactions based on MWFRS
B Brg Width = 7.8 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 67 -9
B - C 95 -650
Chords Tens.Comp.
C - D 65 -114
D - E 0 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 557 -83
H - G 552 -84
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 257 0
C - G 101 -665
Webs Tens.Comp.
D - G 42 -132
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.011H 999 240
VERT(CL): 0.021H 999 240
HORZ(LL):-0.005E - -
HORZ(TL): 0.011E - -
Creep Factor: 2.0
Max TC CSI: 0.654
Max BC CSI: 0.242
Max Web CSI: 0.461
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:JC01
Ply: 1
Qty:3
Wgt: 63.0 lbs
SEQN: 7624 / T14 / HIP_
FROM:DRW:
.../...07/31/2019
A
B
C
DE
FGH
7.07 12
3X4(A1)
2X3
3X4
2X3
4X4
11'3"
(J)
5'10"4
5'10"4
11'3"
5'4"13
5'10"4
5'10"4
11'3"
5'4"131'10"10
4"6
6 '11
"15
8 '0 "15
HB 0"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W4 2x4 DF-L #1&Bet.:
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -2.03 to 66 plf at -0.15 TC: From 2 plf at -0.15 to 2 plf at 11.19 BC: From 0 plf at -2.03 to 5 plf at -0.15 BC: From 2 plf at -0.15 to 2 plf at 11.19
TC: 39 lb Conc. Load at 2.75 TC: 197 lb Conc. Load at 5.58 TC: 156 lb Conc. Load at 8.40
BC: 60 lb Conc. Load at 2.75 BC: 140 lb Conc. Load at 5.58
BC: 321 lb Conc. Load at 8.40
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 610 /-/-/-/78 /-
G 566 /-/-/-/99 /-
Wind reactions based on MWFRS
B Brg Width = 7.0 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 67 -9
B - C 95 -608
C - D 196-1087
Chords Tens.Comp.
D - E 118 -581
E - F 0 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 495 -76
L - K 26 -5
J - I 1016 -192
Chords Tens.Comp.
I - H 0 0
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 50 -268
C - J 536 -120
L - J 540 -80
J - K 37 -1
Webs Tens.Comp.
J - D 304 -10
D - I 153 -732
I - E 775 -122
E - H 95 -540
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.022J 999 240
VERT(CL): 0.039J 999 240
HORZ(LL): 0.009I - -
HORZ(TL): 0.016I - -
Creep Factor: 2.0
Max TC CSI: 0.470
Max BC CSI: 0.279
Max Web CSI: 0.312
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:JC02
Ply: 1
Qty:1
Wgt: 74.2 lbs
SEQN: 7686 / T2 / HIP_
FROM:DRW:
.../...07/31/2019
W4
A
B
C
D
EF
GHI
JKL
7.07
12
3X4(A1)
3X4
3X4
6X6
2X3
3X4
3X4
4X4
3X4
11'2"4
(J)
2'8"4
2'8"4
4'9"15
2'1"11
11'2"4
6'4"5
2'8"4
2'8"4
4'9"15
2'1"11
7'11"12
3'1"13
11'2"4
3'2"91'10"10
4"13 1'
5 '11
"15
6 '11
"15
8 '0 "8
HB 0"12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 DF-L #1&Bet.Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud :W4 2x4 DF-L #1&Bet.:
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC: From 0 plf at -2.03 to 66 plf at -0.15 TC: From 2 plf at -0.15 to 2 plf at 11.19 BC: From 0 plf at -2.03 to 5 plf at -0.15 BC: From 2 plf at -0.15 to 2 plf at 11.19
TC: 39 lb Conc. Load at 2.75 TC: 197 lb Conc. Load at 5.58 TC: 156 lb Conc. Load at 8.40
BC: 60 lb Conc. Load at 2.75 BC: 140 lb Conc. Load at 5.58
BC: 321 lb Conc. Load at 8.40
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 610 /-/-/-/78 /-
G 566 /-/-/-/99 /-
Wind reactions based on MWFRS
B Brg Width = 7.0 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 67 -9
B - C 95 -608
C - D 196-1087
Chords Tens.Comp.
D - E 118 -581
E - F 0 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 495 -76
L - K 26 -5
J - I 1016 -192
Chords Tens.Comp.
I - H 0 0
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 50 -268
C - J 536 -120
L - J 540 -80
J - K 37 -1
Webs Tens.Comp.
J - D 304 -10
D - I 153 -732
I - E 775 -122
E - H 95 -540
Loading Criteria (psf)
TCLL:25.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:42.00
NCBCLL:10.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: CKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 6.0 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: 25.0 Ct: 1.1 CAT: II
Pf: 23.1 Ce: 1.2
Lu: -Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IRC 2015
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.022J 999 240
VERT(CL): 0.039J 999 240
HORZ(LL): 0.009I - -
HORZ(TL): 0.016I - -
Creep Factor: 2.0
Max TC CSI: 0.470
Max BC CSI: 0.279
Max Web CSI: 0.312
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:MAQ190012A
Page Residence-FINAL
Truss Label:JC02
Ply: 1
Qty:1
Wgt: 74.2 lbs
SEQN: 7686 / T2 / HIP_
FROM:DRW:
.../...07/31/2019
W4
A
B
C
D
EF
GHI
JKL
7.07
12
3X4(A1)
3X4
3X4
6X6
2X3
3X4
3X4
4X4
3X4
11'2"4
(J)
2'8"4
2'8"4
4'9"15
2'1"11
11'2"4
6'4"5
2'8"4
2'8"4
4'9"15
2'1"11
7'11"12
3'1"13
11'2"4
3'2"91'10"10
4"13 1'
5 '11
"15
6 '11
"15
8 '0 "8
HB 0"12