|
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
<br />**IMPORTANT**FURNISH THIS DRAW ING 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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
<br />For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
<br />Inland Empire Truss
<br />275 West Rider St
<br />Perris CA 92571
<br />(951)300-1758
<br />155 Harlem Ave
<br />North Building, 4th Floor
<br />Glenview, IL 60025
<br />Lumber
<br />Top chord: 2x4 DF-L #2(g);
<br />Bot chord: 2x4 DF-L #2(g);
<br />Webs: 2x4 DF-L Standard(g); W6,W7,W8,W9,
<br />W10 2x4 DF-L #2(g);
<br />Bracing
<br />(a) Continuous lateral restraint equally spaced on
<br />member.
<br />Plating Notes
<br />Connectors in green lumber (g) designed using
<br />NDS/TPI reduction factors.
<br />All plates are 1.5X3 except as noted.
<br />(**) 1 plate(s) require special positioning. Refer to
<br />scaled plate plot details for special positioning
<br />requirements.
<br />Wind
<br />Wind loads based on MWFRS with additional C&C
<br />member design.
<br />Right end vertical not exposed to wind pressure.
<br />Wind loading based on both gable and hip roof types.
<br />Gable Studs
<br />Gable studs (dashed members) may be installed at 16"
<br />oc with Wave plates. In lieu of plates use (3) 16 ga.
<br />1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed
<br />through chord into web & web into chord on one face
<br />for a total of (6) staples per connection.
<br />Additional Notes
<br />Negative reaction(s) of -1925# MAX. Requires uplift
<br />connection. See Maximum Reactions.
<br />Lumber shall be dried to a maximum moisture content
<br />of 19% prior to installation.
<br />See DWGS A11515ENC160118, GBLLETIN0118, &
<br />GABRST160118 for gable wind bracing and other
<br />requirements.
<br />Maximum Reactions (lbs), or *=PLF
<br />Gravity Non-Gravity
<br />Loc R+/ R-/ Rh / Rw / U / RL
<br />A*169 /-/-/202 /76 /7
<br />V 769 /-/-/1730 /1317 /-
<br />A /-776
<br />AJ /-1078
<br />AS /-717
<br />AF /-108
<br />AB /-161
<br />AA /-125
<br />Wind reactions based on MWFRS
<br />A Brg Wid = 302 Min Req =-
<br />V Brg Wid = 5.5 Min Req =1.8 (Truss)
<br />Bearing A is a rigid surface.
<br />Bearing V Fcperp = 625psi.
<br />Members not listed have forces less than 375#
<br />Maximum Top Chord Forces Per Ply (lbs)
<br />Chords Tens.Comp.
<br />A - E 2136 -2173
<br />E - J 2634 -2677
<br />J - L 2741 -2781
<br />L - O 2077 -2082
<br />Chords Tens.Comp.
<br />O - S 2411 -2428
<br />S - T 1164 -1237
<br />T - U 1079 -1029
<br />Maximum Bot Chord Forces Per Ply (lbs)
<br />Chords Tens.Comp.
<br />A -AJ 2017 -1990
<br />AJ-AG 1512 -1495
<br />AF-AB 1700 -1672
<br />Chords Tens.Comp.
<br />AB- X 1783 -1772
<br />X - W 2249 -2237
<br />W -V 690 -624
<br />Maximum Web Forces Per Ply (lbs)
<br />Webs Tens.Comp.
<br />AJ- E 1103 -1212
<br />E -AG 1845 -1843
<br />AG- J 1340 -1488
<br />J -AB 1859 -1872
<br />Webs Tens.Comp.
<br />AB- O 1239 -1335
<br />O - W 1588 -1601
<br />W -T 1243 -1430
<br />T - V 1576 -1742
<br />Maximum Gable Forces Per Ply (lbs)
<br />Gables Tens.Comp.
<br />BG- S 36 -1001
<br />Gables Tens.Comp.
<br />X -BG 35 -964
<br />Loading Criteria (psf)
<br />TCLL:20.00
<br />TCDL:18.00
<br />BCLL:0.00
<br />BCDL:8.00
<br />Des Ld:46.00
<br />NCBCLL:10.00
<br />Soffit:2.00
<br />Load Duration: 1.25
<br />Spacing: 24.0 "
<br />Wind Criteria
<br />Wind Std:ASCE 7-16
<br />Speed:95 mph
<br />Enclosure: Enclosed
<br />Risk Category: II
<br />EXP: C Kzt: NA
<br />Mean Height: 15.00 ft
<br />TCDL: 10.8 psf
<br />BCDL: 4.8 psf
<br />MWFRS Parallel Dist: 0 to h/2
<br />C&C Dist a: 3.31 ft
<br />Loc. from endwall: Any
<br />GCpi: 0.18
<br />Wind Duration: 1.60
<br />Snow Criteria (Pg,Pf in PSF)
<br />Pg: NA Ct: NA CAT: NA
<br />Pf: NA Ce: NA
<br />Lu: NA Cs: NA
<br />Snow Duration: NA
<br />Building Code:
<br />CBC 2022
<br />TPI Std:2014
<br />Rep Fac: Varies by Ld Case
<br />FT/RT:8(0)/10(0)
<br />Plate Type(s):
<br />WAVE
<br />Defl/CSI Criteria
<br />PP Deflection in loc L/defl L/#
<br />VERT(LL):0.010 O 999 240
<br />VERT(CL):0.014 H 999 180
<br />HORZ(LL):0.077 U - -
<br />HORZ(TL):0.085 U - -
<br />Creep Factor: 2.0
<br />Max TC CSI:0.977
<br />Max BC CSI:0.626
<br />Max Web CSI:0.903
<br />VIEW Ver: 23.01.02.0731.17
<br />Job Number:RE1652_DV
<br />OLIVE CREST
<br />Truss Label:A2
<br />Ply: 1SEQN:48400 GABL
<br />FROM:
<br />Page 1 of 2
<br />Cust: R 6852 JRef:1Yef68520007 T58
<br />DrwNo:295.25.1159.42040
<br />/RTT 10/22/2025
<br />W6
<br />W7
<br />W8
<br />W9
<br />W10
<br />33'1"
<br />2'3"
<br />1'4"
<br />(TYP)
<br />6'0"13
<br />6'0"13
<br />12'3"6
<br />6'2"9
<br />18'5"15
<br />6'2"9
<br />24'11"
<br />6'5"1
<br />28'11"
<br />4'
<br />33'1"
<br />4'2"
<br />6'0"13
<br />6'0"13
<br />12'3"6
<br />6'2"9
<br />18'5"15
<br />6'2"9
<br />24'11"
<br />6'5"1
<br />25'2"8
<br />3"8
<br />33'1"
<br />7'10"8
<br />3"15
<br />8'6"15
<br />9'11"10
<br />(a)(a)
<br />(a)
<br />(a)(a)
<br />(a)
<br />A
<br />E
<br />J
<br />L
<br />O
<br />S
<br />T
<br />U
<br />VWXAAABAFAGAJ
<br />AS BG
<br />4 12
<br />3X8(A1)
<br />3X6
<br />3X8
<br />3X8
<br />4X4
<br />5X6
<br />3X6(**)
<br />3X8
<br />4X6
<br />4X10
<br />5X10(R1)
<br />3X6
<br />3X8
<br />**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
<br />**IMPORTANT**FURNISH THIS DRAW ING 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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
<br />For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
<br />Inland Empire Truss
<br />275 West Rider St
<br />Perris CA 92571
<br />(951)300-1758
<br />155 Harlem Ave
<br />North Building, 4th Floor
<br />Glenview, IL 60025
<br />Lumber
<br />Top chord: 2x4 DF-L #2(g);
<br />Bot chord: 2x4 DF-L #2(g);
<br />Webs: 2x4 DF-L Standard(g); W6,W7,W8,W9,
<br />W10 2x4 DF-L #2(g);
<br />Bracing
<br />(a) Continuous lateral restraint equally spaced on
<br />member.
<br />Plating Notes
<br />Connectors in green lumber (g) designed using
<br />NDS/TPI reduction factors.
<br />All plates are 1.5X3 except as noted.
<br />(**) 1 plate(s) require special positioning. Refer to
<br />scaled plate plot details for special positioning
<br />requirements.
<br />Wind
<br />Wind loads based on MWFRS with additional C&C
<br />member design.
<br />Right end vertical not exposed to wind pressure.
<br />Wind loading based on both gable and hip roof types.
<br />Gable Studs
<br />Gable studs (dashed members) may be installed at 16"
<br />oc with Wave plates. In lieu of plates use (3) 16 ga.
<br />1/2" x 1.75" wire staples (0.064 Dia.) Toe nailed
<br />through chord into web & web into chord on one face
<br />for a total of (6) staples per connection.
<br />Additional Notes
<br />Negative reaction(s) of -1925# MAX. Requires uplift
<br />connection. See Maximum Reactions.
<br />Lumber shall be dried to a maximum moisture content
<br />of 19% prior to installation.
<br />See DWGS A11515ENC160118, GBLLETIN0118, &
<br />GABRST160118 for gable wind bracing and other
<br />requirements.
<br />Maximum Reactions (lbs), or *=PLF
<br />Gravity Non-Gravity
<br />Loc R+/ R-/ Rh / Rw / U / RL
<br />A*169 /-/-/202 /76 /7
<br />V 769 /-/-/1730 /1317 /-
<br />A /-776
<br />AJ /-1078
<br />AS /-717
<br />AF /-108
<br />AB /-161
<br />AA /-125
<br />Wind reactions based on MWFRS
<br />A Brg Wid = 302 Min Req =-
<br />V Brg Wid = 5.5 Min Req =1.8 (Truss)
<br />Bearing A is a rigid surface.
<br />Bearing V Fcperp = 625psi.
<br />Members not listed have forces less than 375#
<br />Maximum Top Chord Forces Per Ply (lbs)
<br />Chords Tens.Comp.
<br />A - E 2136 -2173
<br />E - J 2634 -2677
<br />J - L 2741 -2781
<br />L - O 2077 -2082
<br />Chords Tens.Comp.
<br />O - S 2411 -2428
<br />S - T 1164 -1237
<br />T - U 1079 -1029
<br />Maximum Bot Chord Forces Per Ply (lbs)
<br />Chords Tens.Comp.
<br />A -AJ 2017 -1990
<br />AJ-AG 1512 -1495
<br />AF-AB 1700 -1672
<br />Chords Tens.Comp.
<br />AB- X 1783 -1772
<br />X - W 2249 -2237
<br />W -V 690 -624
<br />Maximum Web Forces Per Ply (lbs)
<br />Webs Tens.Comp.
<br />AJ- E 1103 -1212
<br />E -AG 1845 -1843
<br />AG- J 1340 -1488
<br />J -AB 1859 -1872
<br />Webs Tens.Comp.
<br />AB- O 1239 -1335
<br />O - W 1588 -1601
<br />W -T 1243 -1430
<br />T - V 1576 -1742
<br />Maximum Gable Forces Per Ply (lbs)
<br />Gables Tens.Comp.
<br />BG- S 36 -1001
<br />Gables Tens.Comp.
<br />X -BG 35 -964
<br />Loading Criteria (psf)
<br />TCLL:20.00
<br />TCDL:18.00
<br />BCLL:0.00
<br />BCDL:8.00
<br />Des Ld:46.00
<br />NCBCLL:10.00
<br />Soffit:2.00
<br />Load Duration: 1.25
<br />Spacing: 24.0 "
<br />Wind Criteria
<br />Wind Std:ASCE 7-16
<br />Speed:95 mph
<br />Enclosure: Enclosed
<br />Risk Category: II
<br />EXP: C Kzt: NA
<br />Mean Height: 15.00 ft
<br />TCDL: 10.8 psf
<br />BCDL: 4.8 psf
<br />MWFRS Parallel Dist: 0 to h/2
<br />C&C Dist a: 3.31 ft
<br />Loc. from endwall: Any
<br />GCpi: 0.18
<br />Wind Duration: 1.60
<br />Snow Criteria (Pg,Pf in PSF)
<br />Pg: NA Ct: NA CAT: NA
<br />Pf: NA Ce: NA
<br />Lu: NA Cs: NA
<br />Snow Duration: NA
<br />Building Code:
<br />CBC 2022
<br />TPI Std:2014
<br />Rep Fac: Varies by Ld Case
<br />FT/RT:8(0)/10(0)
<br />Plate Type(s):
<br />WAVE
<br />Defl/CSI Criteria
<br />PP Deflection in loc L/defl L/#
<br />VERT(LL):0.010 O 999 240
<br />VERT(CL):0.014 H 999 180
<br />HORZ(LL):0.077 U - -
<br />HORZ(TL):0.085 U - -
<br />Creep Factor: 2.0
<br />Max TC CSI:0.977
<br />Max BC CSI:0.626
<br />Max Web CSI:0.903
<br />VIEW Ver: 23.01.02.0731.17
<br />Job Number:RE1652_DV
<br />OLIVE CREST
<br />Truss Label:A2
<br />Ply: 1SEQN:48400 GABL
<br />FROM:
<br />Page 1 of 2
<br />Cust: R 6852 JRef:1Yef68520007 T58
<br />DrwNo:295.25.1159.42040
<br />/RTT 10/22/2025
<br />W6
<br />W7
<br />W8
<br />W9
<br />W10
<br />33'1"
<br />2'3"
<br />1'4"
<br />(TYP)
<br />6'0"13
<br />6'0"13
<br />12'3"6
<br />6'2"9
<br />18'5"15
<br />6'2"9
<br />24'11"
<br />6'5"1
<br />28'11"
<br />4'
<br />33'1"
<br />4'2"
<br />6'0"13
<br />6'0"13
<br />12'3"6
<br />6'2"9
<br />18'5"15
<br />6'2"9
<br />24'11"
<br />6'5"1
<br />25'2"8
<br />3"8
<br />33'1"
<br />7'10"8
<br />3"15
<br />8'6"15
<br />9'11"10
<br />(a)(a)
<br />(a)
<br />(a)(a)
<br />(a)
<br />A
<br />E
<br />J
<br />L
<br />O
<br />S
<br />T
<br />U
<br />VWXAAABAFAGAJ
<br />AS BG
<br />4 12
<br />3X8(A1)
<br />3X6
<br />3X8
<br />3X8
<br />4X4
<br />5X6
<br />3X6(**)
<br />3X8
<br />4X6
<br />4X10
<br />5X10(R1)
<br />3X6
<br />3X8
<br />$%Lbl:A2?$
<br />10/22/2025
|