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**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 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 />Loading
<br />Truss transfers a maximum horizontal load of
<br />240 # ( 9.70 plf ) along top chord, from either
<br />direction, to supports where indicated. Diaphragm and
<br />connections are to be designed by Engineer of Record.
<br />Drag Loads: Force(#) (PLF) Mbr Start End
<br />Case 1: 240 9.70 TC 0.00 24.75
<br />240 9.80 BC 0.15 24.75
<br />Truss designed to support 1-0-0 top chord outlookers
<br />and cladding load not to exceed 10.00 PSF one face
<br />and 26.0" span opposite face. Top chord may be
<br />notched 1.5" deep X 3.5" at 48" o/c along top edge.
<br />DO NOT OVERCUT. No knots or other lumber
<br />defects allowed within 12" of notches. Do not notch
<br />in overhang or heel panel, unless specified otherwise.
<br />Bottom chord checked for 10.00 psf non-concurrent
<br />live load.
<br />Purlins
<br />In lieu of structural panels use purlins to brace TC @
<br />24" oc.
<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 />Maximum Reactions (lbs), or *=PLF
<br />Gravity Non-Gravity
<br />Loc R+/ R-/ Rh / Rw / U / RL
<br />A*132 /-/-/69 /-/14
<br />AD*157 /-/-/61 /-/-
<br />Wind reactions based on MWFRS
<br />A Brg Wid = 158 Min Req =-
<br />AD Brg Wid = 138 Min Req =-
<br />Bearings A & AD are a rigid surface.
<br />Members not listed have forces less than 375#
<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: 26.0 "
<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: 3.00 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: No
<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):0.002 T 999 240
<br />VERT(CL):0.007 T 999 180
<br />HORZ(LL):0.001 T - -
<br />HORZ(TL):0.002 T - -
<br />Creep Factor: 2.0
<br />Max TC CSI:0.080
<br />Max BC CSI:0.064
<br />Max Web CSI:0.167
<br />VIEW Ver: 23.01.02.0731.17
<br />Job Number:RE1652_DV
<br />OLIVE CREST
<br />Truss Label:C2
<br />Ply: 1SEQN:48336 GABL
<br />FROM:
<br />Page 1 of 2
<br />Cust: R 6852 JRef:1Yef68520007 T69
<br />DrwNo:295.25.1203.45257
<br />/RTT 10/22/2025
<br />W6
<br />24'9"
<br />2'8"
<br />1'4"
<br />(TYP)
<br />6'8"15
<br />6'8"15
<br />12'9"2
<br />6'0"3
<br />19'3"1
<br />6'5"15
<br />24'9"
<br />5'5"15
<br />6'8"15
<br />6'8"15
<br />12'9"2
<br />6'0"3
<br />19'3"1
<br />6'5"15
<br />24'9"
<br />5'5"15
<br />3"15
<br />8'6"15
<br />(a)(a)
<br />A
<br />E
<br />J
<br />L
<br />P
<br />U
<br />VZADAEAI
<br />4 12
<br />3X8(A1)
<br />3X4
<br />3X4
<br />3X4
<br />5X6
<br />3X4
<br />3X6
<br />4X4
<br />3X4
<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 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 />Loading
<br />Truss transfers a maximum horizontal load of
<br />240 # ( 9.70 plf ) along top chord, from either
<br />direction, to supports where indicated. Diaphragm and
<br />connections are to be designed by Engineer of Record.
<br />Drag Loads: Force(#) (PLF) Mbr Start End
<br />Case 1: 240 9.70 TC 0.00 24.75
<br />240 9.80 BC 0.15 24.75
<br />Truss designed to support 1-0-0 top chord outlookers
<br />and cladding load not to exceed 10.00 PSF one face
<br />and 26.0" span opposite face. Top chord may be
<br />notched 1.5" deep X 3.5" at 48" o/c along top edge.
<br />DO NOT OVERCUT. No knots or other lumber
<br />defects allowed within 12" of notches. Do not notch
<br />in overhang or heel panel, unless specified otherwise.
<br />Bottom chord checked for 10.00 psf non-concurrent
<br />live load.
<br />Purlins
<br />In lieu of structural panels use purlins to brace TC @
<br />24" oc.
<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 />Maximum Reactions (lbs), or *=PLF
<br />Gravity Non-Gravity
<br />Loc R+/ R-/ Rh / Rw / U / RL
<br />A*132 /-/-/69 /-/14
<br />AD*157 /-/-/61 /-/-
<br />Wind reactions based on MWFRS
<br />A Brg Wid = 158 Min Req =-
<br />AD Brg Wid = 138 Min Req =-
<br />Bearings A & AD are a rigid surface.
<br />Members not listed have forces less than 375#
<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: 26.0 "
<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: 3.00 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: No
<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):0.002 T 999 240
<br />VERT(CL):0.007 T 999 180
<br />HORZ(LL):0.001 T - -
<br />HORZ(TL):0.002 T - -
<br />Creep Factor: 2.0
<br />Max TC CSI:0.080
<br />Max BC CSI:0.064
<br />Max Web CSI:0.167
<br />VIEW Ver: 23.01.02.0731.17
<br />Job Number:RE1652_DV
<br />OLIVE CREST
<br />Truss Label:C2
<br />Ply: 1SEQN:48336 GABL
<br />FROM:
<br />Page 1 of 2
<br />Cust: R 6852 JRef:1Yef68520007 T69
<br />DrwNo:295.25.1203.45257
<br />/RTT 10/22/2025
<br />W6
<br />24'9"
<br />2'8"
<br />1'4"
<br />(TYP)
<br />6'8"15
<br />6'8"15
<br />12'9"2
<br />6'0"3
<br />19'3"1
<br />6'5"15
<br />24'9"
<br />5'5"15
<br />6'8"15
<br />6'8"15
<br />12'9"2
<br />6'0"3
<br />19'3"1
<br />6'5"15
<br />24'9"
<br />5'5"15
<br />3"15
<br />8'6"15
<br />(a)(a)
<br />A
<br />E
<br />J
<br />L
<br />P
<br />U
<br />VZADAEAI
<br />4 12
<br />3X8(A1)
<br />3X4
<br />3X4
<br />3X4
<br />5X6
<br />3X4
<br />3X6
<br />4X4
<br />3X4
<br />$%Lbl:C2?$
<br />10/22/2025
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