1955 Francis RES21-0217 Trussco Trusses Signed Sealed 7-23-21_1Alpine, an ITW company
514 Earth City Expressway
Suite 242
Earth City, MO 63045
Phone: (800)326-4102 (314)344-9121
alpineitw.com
Site Information:Page 1:
Customer: Trussco, LLC Job Number: 9593
Job Description: XL Properties
Address: 1955 Francis Ave, Jacksonville, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.01D
JRef #: 1X6H96160003
Wind Standard: ASCE 7-16 Wind Speed (mph): 130 Design Loading (psf): 40.00
Building Type: Closed
This package contains general notes pages, 26 truss drawing(s) and 3 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 173.21.0938.58479 J2 2 173.21.0938.58998 CJ3
3 173.21.0938.58616 G1 4 173.21.0938.57713 J5
5 173.21.0938.58178 J3 6 173.21.0938.59438 J7
7 173.21.0938.58752 J7A 8 173.21.0938.59956 T1
9 173.21.0938.58047 G2 10 173.21.0938.59323 J1
11 173.21.0938.58703 T3 12 173.21.0938.57836 J1A
13 173.21.0938.57950 T2 14 173.21.0938.57876 H4
15 173.21.0938.59654 J5A 16 173.21.0938.59495 H2
17 173.21.0938.58813 CJ10 18 173.21.0938.58041 T4
19 173.21.0938.59809 J3A 20 173.21.0938.59182 H3
21 173.21.0938.59635 H1 22 173.21.0938.57860 T5
23 173.21.0938.58955 H5 24 173.21.0955.51255 H8
25 173.21.0955.51169 H7 26 173.21.0955.51311 H6
27 A14015ENC160118 28 BRCLBSUB0119
29 GBLLETIN0118
Florida Certificate of Product Approval #FL1999 Printed 6/22/2021 10:09:02 AM
06/22/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
This item has been electronically signed and sealed
by David J. Rothweiler on the date adjacent to the
seal using a SHA authentication code. Printed copies
of this document are not considered signed and sealed
and the SHA authentication code must be verified on
any electronic copies.
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 203 /-/-/123 /184 /107
D 29 /-/-/19 /-/-
C 28 /-/-/14 /38 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.154
Max BC CSI:0.029
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J2
Ply: 1
Qty:13
SEQN:191121 /EJAC
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T22
DrwNo:173.21.0938.58479
/NDW 06/22/2021
2'
2'1'4"
4"1
1 '2 "1
1 '7 "1 4
A
B
C
D
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 203 /-/-/123 /184 /107
D 29 /-/-/19 /-/-
C 28 /-/-/14 /38 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.154
Max BC CSI:0.029
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J2
Ply: 1
Qty:13
SEQN:191121 /EJAC
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T22
DrwNo:173.21.0938.58479
/NDW 06/22/2021
2'
2'1'4"
4"1
1 '2 "1
1 '7 "1 4
A
B
C
D
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 152 /-/-/-/11 /-
D 40 /-6 /-/3 /-/-
C 22 /-6 /-/3 /-/-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.086
Max BC CSI:0.041
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:CJ3
Ply: 1
Qty:3
SEQN:191132 /HIP_
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T15 /
DrwNo:173.21.0938.58998
/NDW 06/22/2021
2'9"15
2'9"151'10"10
3"13
1 '1 "1 3
1 '8 "
A
B
C
D
3.54 12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 152 /-/-/-/11 /-
D 40 /-6 /-/3 /-/-
C 22 /-6 /-/3 /-/-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.086
Max BC CSI:0.041
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:CJ3
Ply: 1
Qty:3
SEQN:191132 /HIP_
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T15 /
DrwNo:173.21.0938.58998
/NDW 06/22/2021
2'9"15
2'9"151'10"10
3"13
1 '1 "1 3
1 '8 "
A
B
C
D
3.54 12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP M-31;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 2.03
TC: From 30 plf at 2.03 to 30 plf at 16.97
TC: From 60 plf at 16.97 to 60 plf at 20.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 10 plf at 0.00 to 10 plf at 19.00
BC: From 4 plf at 19.00 to 4 plf at 20.33
TC: 50 lb Conc. Load at 2.03,16.97
TC: 28 lb Conc. Load at 4.06, 6.06, 8.06, 9.50
10.94,12.94,14.94
BC: 69 lb Conc. Load at 2.03,16.97
BC: 29 lb Conc. Load at 4.06, 6.06, 8.06, 9.50
10.94,12.94,14.94
Plating Notes
All plates are 1.5X3 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 842 /-/-/-/39 /-
J 842 /-/-/-/39 /-
Wind reactions based on MWFRS
X Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
Bearings X & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 27 -1533
C - F 31 -998
Chords Tens.Comp.
F - I 31 -998
I - J 27 -1533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1406 -24
P - O 1403 -27
O - N 1477 -40
Chords Tens.Comp.
N - M 1477 -40
M - L 1403 -27
L - J 1406 -24
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 5 -585
R - N 16 -602
N - V 16 -602
Webs Tens.Comp.
T - N 517 0
V - I 5 -585
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
F - T 591 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.050 H 999 240
VERT(CL):0.096 H 999 180
HORZ(LL):0.015 D - -
HORZ(TL):0.028 D - -
Creep Factor: 2.0
Max TC CSI:0.206
Max BC CSI:0.148
Max Web CSI:0.225
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:G1
Ply: 1
Qty:1
SEQN:191134 /GABL
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T19 /
DrwNo:173.21.0938.58616
/NDW 06/22/2021
19'
5'6"2'
(TYP)
2'9"2
2'9"2
9'6"
6'8"14
16'8"8
7'2"8
19'
2'3"8
5'10"4
5'10"4
6'1"12
3"8
12'10"4
6'8"8
13'1"12
3"8
16'10"4
3'8"8
19'
2'1"121'4"
1'4"
4"1
4 '3 "9
4 '9 "6
A
B
C
F
I
J
K
LMNOP
R T V
X
5
12
3X4(A1)
5X7
3X43X4
4X4
3X63X8 3X43X4
5X7
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP M-31;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 2.03
TC: From 30 plf at 2.03 to 30 plf at 16.97
TC: From 60 plf at 16.97 to 60 plf at 20.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 10 plf at 0.00 to 10 plf at 19.00
BC: From 4 plf at 19.00 to 4 plf at 20.33
TC: 50 lb Conc. Load at 2.03,16.97
TC: 28 lb Conc. Load at 4.06, 6.06, 8.06, 9.50
10.94,12.94,14.94
BC: 69 lb Conc. Load at 2.03,16.97
BC: 29 lb Conc. Load at 4.06, 6.06, 8.06, 9.50
10.94,12.94,14.94
Plating Notes
All plates are 1.5X3 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 842 /-/-/-/39 /-
J 842 /-/-/-/39 /-
Wind reactions based on MWFRS
X Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
Bearings X & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 27 -1533
C - F 31 -998
Chords Tens.Comp.
F - I 31 -998
I - J 27 -1533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1406 -24
P - O 1403 -27
O - N 1477 -40
Chords Tens.Comp.
N - M 1477 -40
M - L 1403 -27
L - J 1406 -24
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - R 5 -585
R - N 16 -602
N - V 16 -602
Webs Tens.Comp.
T - N 517 0
V - I 5 -585
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
F - T 591 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.050 H 999 240
VERT(CL):0.096 H 999 180
HORZ(LL):0.015 D - -
HORZ(TL):0.028 D - -
Creep Factor: 2.0
Max TC CSI:0.206
Max BC CSI:0.148
Max Web CSI:0.225
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:G1
Ply: 1
Qty:1
SEQN:191134 /GABL
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T19 /
DrwNo:173.21.0938.58616
/NDW 06/22/2021
19'
5'6"2'
(TYP)
2'9"2
2'9"2
9'6"
6'8"14
16'8"8
7'2"8
19'
2'3"8
5'10"4
5'10"4
6'1"12
3"8
12'10"4
6'8"8
13'1"12
3"8
16'10"4
3'8"8
19'
2'1"121'4"
1'4"
4"1
4 '3 "9
4 '9 "6
A
B
C
F
I
J
K
LMNOP
R T V
X
5
12
3X4(A1)
5X7
3X43X4
4X4
3X63X8 3X43X4
5X7
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 300 /-/-/177 /117 /127
D 88 /-/-/47 /-/-
C 124 /-/-/60 /97 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.005 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.302
Max BC CSI:0.227
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J5
Ply: 1
Qty:7
SEQN:191128 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T7 /
DrwNo:173.21.0938.57713
/NDW 06/22/2021
4'11"11
4'11"111'4"
4"1
2 '4 "1 5
2 '1 0 "1 2
A
B
C
D
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 300 /-/-/177 /117 /127
D 88 /-/-/47 /-/-
C 124 /-/-/60 /97 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.005 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.302
Max BC CSI:0.227
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J5
Ply: 1
Qty:7
SEQN:191128 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T7 /
DrwNo:173.21.0938.57713
/NDW 06/22/2021
4'11"11
4'11"111'4"
4"1
2 '4 "1 5
2 '1 0 "1 2
A
B
C
D
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 230 /-/-/137 /182 /134
D 49 /-/-/26 /-/-
C 63 /-/-/29 /82 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.156
Max BC CSI:0.063
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J3
Ply: 1
Qty:7
SEQN:191129 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T8
DrwNo:173.21.0938.58178
/NDW 06/22/2021
2'11"11
2'11"111'4"
4"1
1 '6 "1 5
2 '0 "1 2
A
B
C
D
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 230 /-/-/137 /182 /134
D 49 /-/-/26 /-/-
C 63 /-/-/29 /82 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.156
Max BC CSI:0.063
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J3
Ply: 1
Qty:7
SEQN:191129 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T8
DrwNo:173.21.0938.58178
/NDW 06/22/2021
2'11"11
2'11"111'4"
4"1
1 '6 "1 5
2 '0 "1 2
A
B
C
D
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 378 /-/-/220 /110 /151
D 128 /-/-/70 /-/-
C 182 /-/-/88 /119 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.015 D - -
HORZ(TL):0.029 D - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.504
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J7
Ply: 1
Qty:8
SEQN:191115 /EJAC
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T10 /
DrwNo:173.21.0938.59438
/NDW 06/22/2021
7'
7'1'4"
4"1
3 '3 "1
3 '8 "1 4
A
B
C
D
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 378 /-/-/220 /110 /151
D 128 /-/-/70 /-/-
C 182 /-/-/88 /119 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.015 D - -
HORZ(TL):0.029 D - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.504
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J7
Ply: 1
Qty:8
SEQN:191115 /EJAC
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T10 /
DrwNo:173.21.0938.59438
/NDW 06/22/2021
7'
7'1'4"
4"1
3 '3 "1
3 '8 "1 4
A
B
C
D
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 286 /-/-/163 /50 /124
C 129 /-/-/73 /-/-
B 186 /-/-/92 /121 /-
Wind reactions based on C&C
A Brg Width = 3.5 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.017 C - -
HORZ(TL):0.034 C - -
Creep Factor: 2.0
Max TC CSI:0.728
Max BC CSI:0.517
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J7A
Ply: 1
Qty:8
SEQN:191116 /EJAC
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T13 /
DrwNo:173.21.0938.58752
/NDW 06/22/2021
7'
7'
4"1
3 '3 "1
A
B
C
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 286 /-/-/163 /50 /124
C 129 /-/-/73 /-/-
B 186 /-/-/92 /121 /-
Wind reactions based on C&C
A Brg Width = 3.5 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.017 C - -
HORZ(TL):0.034 C - -
Creep Factor: 2.0
Max TC CSI:0.728
Max BC CSI:0.517
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J7A
Ply: 1
Qty:8
SEQN:191116 /EJAC
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T13 /
DrwNo:173.21.0938.58752
/NDW 06/22/2021
7'
7'
4"1
3 '3 "1
A
B
C
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1261 /-/-/646 /69 /106
F 1261 /-/-/646 /69 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 95 -2359
C - D 100 -2107
Chords Tens.Comp.
D - E 101 -2105
E - F 96 -2358
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2113 -16
I - H 1427 0
Chords Tens.Comp.
H - F 2111 -17
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 117 -405
I - D 734 0
Webs Tens.Comp.
D - H 731 0
H - E 117 -406
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.123 I 999 240
VERT(CL):0.231 I 999 180
HORZ(LL):0.044 H - -
HORZ(TL):0.082 H - -
Creep Factor: 2.0
Max TC CSI:0.528
Max BC CSI:0.916
Max Web CSI:0.280
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T1
Ply: 1
Qty:18
SEQN:191127 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T5 /
DrwNo:173.21.0938.59956
/NDW 06/22/2021
28'
7'3"14
7'3"14
14'
6'8"2
20'8"2
6'8"2
28'
7'3"14
9'6"10
9'6"10
18'5"6
8'10"13
28'
9'6"101'4"1'4"
4"1
6 '2 "1
6 '7 "1 4
A
B
C
D
E
F
G
HI
5
12
3X6(A1)
1.5X3
3X4
4X5
5X5
1.5X3
3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1261 /-/-/646 /69 /106
F 1261 /-/-/646 /69 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 95 -2359
C - D 100 -2107
Chords Tens.Comp.
D - E 101 -2105
E - F 96 -2358
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2113 -16
I - H 1427 0
Chords Tens.Comp.
H - F 2111 -17
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 117 -405
I - D 734 0
Webs Tens.Comp.
D - H 731 0
H - E 117 -406
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.123 I 999 240
VERT(CL):0.231 I 999 180
HORZ(LL):0.044 H - -
HORZ(TL):0.082 H - -
Creep Factor: 2.0
Max TC CSI:0.528
Max BC CSI:0.916
Max Web CSI:0.280
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T1
Ply: 1
Qty:18
SEQN:191127 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T5 /
DrwNo:173.21.0938.59956
/NDW 06/22/2021
28'
7'3"14
7'3"14
14'
6'8"2
20'8"2
6'8"2
28'
7'3"14
9'6"10
9'6"10
18'5"6
8'10"13
28'
9'6"101'4"1'4"
4"1
6 '2 "1
6 '7 "1 4
A
B
C
D
E
F
G
HI
5
12
3X6(A1)
1.5X3
3X4
4X5
5X5
1.5X3
3X6(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2; B2 2x6 SP #1 Dense;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 2.03
TC: From 30 plf at 2.03 to 30 plf at 6.94
TC: From 60 plf at 6.94 to 60 plf at 27.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 10 plf at 0.00 to 10 plf at 6.94
BC: From 20 plf at 6.94 to 20 plf at 26.00
BC: From 4 plf at 26.00 to 4 plf at 27.33
TC: 50 lb Conc. Load at 2.03
TC: 28 lb Conc. Load at 4.06, 6.06, 6.94
BC: 69 lb Conc. Load at 2.03
BC: 29 lb Conc. Load at 4.06, 6.06, 6.94
Plating Notes
All plates are 1.5X3 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AH 627 /-/-/-/27 /-
T 766 /-/-/-/9 /-
N 928 /-/-/-/15 /-
Wind reactions based on MWFRS
AH Brg Width = 3.5 Min Req =1.5
T Brg Width = 3.5 Min Req =1.5
N Brg Width = 3.5 Min Req =1.5
Bearings AH, T, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -895
C - H 6 -920
Chords Tens.Comp.
H - M 9 -958
M - N 0 -1922
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 815 0
U - T 1642 -2
S - R 2246 -1
Chords Tens.Comp.
R - Q 2246 -1
Q - P 1782 0
P - N 1788 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - T 16 -759
C - X 751 -14
T - X 72 -445
X - S 581 0
Webs Tens.Comp.
S -AE 3 -1466
AA- S 383 0
AE- M 0 -1399
Q - M 443 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
H -AA 460 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.133 K 999 240
VERT(CL):0.259 K 866 180
HORZ(LL):-0.032 K - -
HORZ(TL):0.062 K - -
Creep Factor: 2.0
Max TC CSI:0.495
Max BC CSI:0.541
Max Web CSI:0.851
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:G2
Ply: 1
Qty:1
SEQN:191135 /GABL
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T21 /
DrwNo:173.21.0938.58047
/NDW 06/22/2021
B2
7'1"12 18'10"4
5'2'(TYP)
2'9"2
2'9"2
13'
10'2"14
16'6"4
3'6"4
23'8"8
7'2"4
26'
2'3"8
7'5"2
7'5"2
7'8"10
3"8
18'3"6
10'6"12
18'6"14
3"8
23'10"4
5'3"6
26'
2'1"121'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
H
M
N
O
PQRSTU
X AA AE
AH
5
12
3X4(A1)
5X7
3X43X4
4X4
3X63X10 3X44X5 3X53X4
5X7
3X5(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2; B2 2x6 SP #1 Dense;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 2.03
TC: From 30 plf at 2.03 to 30 plf at 6.94
TC: From 60 plf at 6.94 to 60 plf at 27.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 10 plf at 0.00 to 10 plf at 6.94
BC: From 20 plf at 6.94 to 20 plf at 26.00
BC: From 4 plf at 26.00 to 4 plf at 27.33
TC: 50 lb Conc. Load at 2.03
TC: 28 lb Conc. Load at 4.06, 6.06, 6.94
BC: 69 lb Conc. Load at 2.03
BC: 29 lb Conc. Load at 4.06, 6.06, 6.94
Plating Notes
All plates are 1.5X3 except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AH 627 /-/-/-/27 /-
T 766 /-/-/-/9 /-
N 928 /-/-/-/15 /-
Wind reactions based on MWFRS
AH Brg Width = 3.5 Min Req =1.5
T Brg Width = 3.5 Min Req =1.5
N Brg Width = 3.5 Min Req =1.5
Bearings AH, T, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -895
C - H 6 -920
Chords Tens.Comp.
H - M 9 -958
M - N 0 -1922
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 815 0
U - T 1642 -2
S - R 2246 -1
Chords Tens.Comp.
R - Q 2246 -1
Q - P 1782 0
P - N 1788 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - T 16 -759
C - X 751 -14
T - X 72 -445
X - S 581 0
Webs Tens.Comp.
S -AE 3 -1466
AA- S 383 0
AE- M 0 -1399
Q - M 443 0
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
H -AA 460 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.133 K 999 240
VERT(CL):0.259 K 866 180
HORZ(LL):-0.032 K - -
HORZ(TL):0.062 K - -
Creep Factor: 2.0
Max TC CSI:0.495
Max BC CSI:0.541
Max Web CSI:0.851
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:G2
Ply: 1
Qty:1
SEQN:191135 /GABL
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T21 /
DrwNo:173.21.0938.58047
/NDW 06/22/2021
B2
7'1"12 18'10"4
5'2'(TYP)
2'9"2
2'9"2
13'
10'2"14
16'6"4
3'6"4
23'8"8
7'2"4
26'
2'3"8
7'5"2
7'5"2
7'8"10
3"8
18'3"6
10'6"12
18'6"14
3"8
23'10"4
5'3"6
26'
2'1"121'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
H
M
N
O
PQRSTU
X AA AE
AH
5
12
3X4(A1)
5X7
3X43X4
4X4
3X63X10 3X44X5 3X53X4
5X7
3X5(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 206 /-/-/128 /229 /77
D 6 /-11 /-/29 /8 /-
C -/-35 /-/61 /26 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.154
Max BC CSI:0.019
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J1
Ply: 1
Qty:7
SEQN:191130 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T9 /
DrwNo:173.21.0938.59323
/NDW 06/22/2021
11"11
11"111'4"
4"1 8 "1 5
1 '2 "1 2
A
B
C
D
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 206 /-/-/128 /229 /77
D 6 /-11 /-/29 /8 /-
C -/-35 /-/61 /26 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.154
Max BC CSI:0.019
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J1
Ply: 1
Qty:7
SEQN:191130 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T9 /
DrwNo:173.21.0938.59323
/NDW 06/22/2021
11"11
11"111'4"
4"1 8 "1 5
1 '2 "1 2
A
B
C
D
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 757 /-/-/402 /63 /71
E 846 /-/-/456 /113 /-
Wind reactions based on C&C
A Brg Width = 3.5 Min Req =1.5
E Brg Width = 3.5 Min Req =1.5
Bearings A & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 179 -1416
B - C 122 -1060
Chords Tens.Comp.
C - D 119 -1059
D - E 177 -1403
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - G 1270 -100
Chords Tens.Comp.
G - E 1254 -98
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 131 -378
Webs Tens.Comp.
C - G 549 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.046 G 999 240
VERT(CL):0.092 G 999 180
HORZ(LL):0.018 G - -
HORZ(TL):0.036 G - -
Creep Factor: 2.0
Max TC CSI:0.330
Max BC CSI:0.843
Max Web CSI:0.209
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T3
Ply: 1
Qty:2
SEQN:191123 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T24 /
DrwNo:173.21.0938.58703
/NDW 06/22/2021
19'
5'0"14
5'0"14
9'6"
4'5"2
13'11"2
4'5"2
19'
5'0"14
9'6"
9'6"
19'
9'6"1'4"
4"1
4 '3 "9
4 '9 "6
A
B
C
D
E
F
G
5
12
3X4(A1)
1.5X3
4X4
3X8
1.5X3
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 757 /-/-/402 /63 /71
E 846 /-/-/456 /113 /-
Wind reactions based on C&C
A Brg Width = 3.5 Min Req =1.5
E Brg Width = 3.5 Min Req =1.5
Bearings A & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 179 -1416
B - C 122 -1060
Chords Tens.Comp.
C - D 119 -1059
D - E 177 -1403
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - G 1270 -100
Chords Tens.Comp.
G - E 1254 -98
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 131 -378
Webs Tens.Comp.
C - G 549 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.046 G 999 240
VERT(CL):0.092 G 999 180
HORZ(LL):0.018 G - -
HORZ(TL):0.036 G - -
Creep Factor: 2.0
Max TC CSI:0.330
Max BC CSI:0.843
Max Web CSI:0.209
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T3
Ply: 1
Qty:2
SEQN:191123 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T24 /
DrwNo:173.21.0938.58703
/NDW 06/22/2021
19'
5'0"14
5'0"14
9'6"
4'5"2
13'11"2
4'5"2
19'
5'0"14
9'6"
9'6"
19'
9'6"1'4"
4"1
4 '3 "9
4 '9 "6
A
B
C
D
E
F
G
5
12
3X4(A1)
1.5X3
4X4
3X8
1.5X3
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 45 /-/-/25 /17 /30
C 15 /-/-/10 /7 /-
B 20 /-/-/10 /25 /-
Wind reactions based on C&C
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.009
Max BC CSI:0.007
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J1A
Ply: 1
Qty:1
SEQN:191124 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T25 /
DrwNo:173.21.0938.57836
/NDW 06/22/2021
11"11
11"11
4"1 8 "1 5A
B
C
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 45 /-/-/25 /17 /30
C 15 /-/-/10 /7 /-
B 20 /-/-/10 /25 /-
Wind reactions based on C&C
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.009
Max BC CSI:0.007
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J1A
Ply: 1
Qty:1
SEQN:191124 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T25 /
DrwNo:173.21.0938.57836
/NDW 06/22/2021
11"11
11"11
4"1 8 "1 5A
B
C
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 842 /-/-/456 /183 /78
F 842 /-/-/456 /183 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 316 -1393
C - D 228 -1050
Chords Tens.Comp.
D - E 228 -1050
E - F 316 -1393
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1245 -225
Chords Tens.Comp.
H - F 1245 -215
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - H 545 -21
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.047 H 999 240
VERT(CL):0.092 H 999 180
HORZ(LL):0.018 H - -
HORZ(TL):0.036 H - -
Creep Factor: 2.0
Max TC CSI:0.293
Max BC CSI:0.836
Max Web CSI:0.208
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T2
Ply: 1
Qty:4
SEQN:191117 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T16 /
DrwNo:173.21.0938.57950
/NDW 06/22/2021
19'
5'0"14
5'0"14
9'6"
4'5"2
13'11"2
4'5"2
19'
5'0"14
9'6"
9'6"
19'
9'6"1'4"1'4"
4"1
4 '3 "9
4 '9 "6
A
B
C
D
E
F
G
H
5
12
3X4(A1)
1.5X3
4X4
3X8
1.5X3
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 842 /-/-/456 /183 /78
F 842 /-/-/456 /183 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 316 -1393
C - D 228 -1050
Chords Tens.Comp.
D - E 228 -1050
E - F 316 -1393
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1245 -225
Chords Tens.Comp.
H - F 1245 -215
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - H 545 -21
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.047 H 999 240
VERT(CL):0.092 H 999 180
HORZ(LL):0.018 H - -
HORZ(TL):0.036 H - -
Creep Factor: 2.0
Max TC CSI:0.293
Max BC CSI:0.836
Max Web CSI:0.208
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T2
Ply: 1
Qty:4
SEQN:191117 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T16 /
DrwNo:173.21.0938.57950
/NDW 06/22/2021
19'
5'0"14
5'0"14
9'6"
4'5"2
13'11"2
4'5"2
19'
5'0"14
9'6"
9'6"
19'
9'6"1'4"1'4"
4"1
4 '3 "9
4 '9 "6
A
B
C
D
E
F
G
H
5
12
3X4(A1)
1.5X3
4X4
3X8
1.5X3
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 882 /-/-/492 /79 /100
I 1238 /-/-/632 /54 /-
G 355 /-/-/191 /67 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B, I, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 99 -1421
C - D 127 -796
Chords Tens.Comp.
D - E 142 -667
E - F 122 -636
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1246 -20
L - K 1242 -22
Chords Tens.Comp.
K - J 533 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 53 -662
J - F 789 -17
Webs Tens.Comp.
F - I 131 -1058
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 L 999 240
VERT(CL):0.083 L 999 180
HORZ(LL):0.013 J - -
HORZ(TL):0.026 J - -
Creep Factor: 2.0
Max TC CSI:0.609
Max BC CSI:0.540
Max Web CSI:0.505
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H4
Ply: 1
Qty:1
SEQN:191126 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T4 /
DrwNo:173.21.0938.57876
/NDW 06/22/2021
20'8"4 7'3"12
7'5"8
7'5"8
13'
5'6"8
15'
2'
20'6"8
5'6"8
28'
7'5"8
7'3"12
7'3"12
12'10"4
5'6"8
15'1"12
2'3"8
20'8"4
5'6"8
28'
7'3"121'4"1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X4(A1)1.5X3
3X4
3X8
4X4 4X4
5X7
3X4
1.5X3 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 882 /-/-/492 /79 /100
I 1238 /-/-/632 /54 /-
G 355 /-/-/191 /67 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B, I, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 99 -1421
C - D 127 -796
Chords Tens.Comp.
D - E 142 -667
E - F 122 -636
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1246 -20
L - K 1242 -22
Chords Tens.Comp.
K - J 533 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 53 -662
J - F 789 -17
Webs Tens.Comp.
F - I 131 -1058
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 L 999 240
VERT(CL):0.083 L 999 180
HORZ(LL):0.013 J - -
HORZ(TL):0.026 J - -
Creep Factor: 2.0
Max TC CSI:0.609
Max BC CSI:0.540
Max Web CSI:0.505
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H4
Ply: 1
Qty:1
SEQN:191126 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T4 /
DrwNo:173.21.0938.57876
/NDW 06/22/2021
20'8"4 7'3"12
7'5"8
7'5"8
13'
5'6"8
15'
2'
20'6"8
5'6"8
28'
7'5"8
7'3"12
7'3"12
12'10"4
5'6"8
15'1"12
2'3"8
20'8"4
5'6"8
28'
7'3"121'4"1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X4(A1)1.5X3
3X4
3X8
4X4 4X4
5X7
3X4
1.5X3 3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 204 /-/-/116 /48 /101
C 91 /-/-/52 /-/-
B 131 /-/-/65 /101 /-
Wind reactions based on C&C
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.006 C - -
HORZ(TL):0.012 C - -
Creep Factor: 2.0
Max TC CSI:0.339
Max BC CSI:0.242
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J5A
Ply: 1
Qty:1
SEQN:191119 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T18 /
DrwNo:173.21.0938.59654
/NDW 06/22/2021
4'11"11
4'11"11
4"1
2 '4 "1 5
A
B
C
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 204 /-/-/116 /48 /101
C 91 /-/-/52 /-/-
B 131 /-/-/65 /101 /-
Wind reactions based on C&C
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.006 C - -
HORZ(TL):0.012 C - -
Creep Factor: 2.0
Max TC CSI:0.339
Max BC CSI:0.242
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J5A
Ply: 1
Qty:1
SEQN:191119 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T18 /
DrwNo:173.21.0938.59654
/NDW 06/22/2021
4'11"11
4'11"11
4"1
2 '4 "1 5
A
B
C
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 842 /-/-/474 /120 /75
J 1418 /-/-/710 /246 /-
H 261 /-35 /-/131 /18 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B, J, & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 234 -1405
C - D 209 -1108
D - E 233 -771
Chords Tens.Comp.
E - F 233 -771
F - G 626 -124
G - H 425 -106
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1257 -159
Chords Tens.Comp.
M - L 961 -99
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - F 1020 -249
Webs Tens.Comp.
F - J 279 -1147
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 M 999 240
VERT(CL):0.085 M 999 180
HORZ(LL):0.013 L - -
HORZ(TL):0.025 L - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.643
Max Web CSI:0.389
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H2
Ply: 1
Qty:1
SEQN:191120 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T2 /
DrwNo:173.21.0938.59495
/NDW 06/22/2021
20'8"4 7'3"12
4'9"14
4'9"14
9'
4'2"2
14'
5'
19'
5'
23'2"2
4'2"2
28'
4'9"14
8'8"8
8'8"8
14'
5'3"8
19'1"12
5'1"12
20'8"4
1'6"8
28'
7'3"121'4"1'4"
4"1
4 '1 "1
4 '6 "1 4
A
B
C
D E F
G
H
I
JKLM
5
12
3X4(A1)
1.5X3
3X4
4X4 1.5X3
5X8
5X12
1.5X3 3X4
1.5X3
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 842 /-/-/474 /120 /75
J 1418 /-/-/710 /246 /-
H 261 /-35 /-/131 /18 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B, J, & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 234 -1405
C - D 209 -1108
D - E 233 -771
Chords Tens.Comp.
E - F 233 -771
F - G 626 -124
G - H 425 -106
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1257 -159
Chords Tens.Comp.
M - L 961 -99
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - F 1020 -249
Webs Tens.Comp.
F - J 279 -1147
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 M 999 240
VERT(CL):0.085 M 999 180
HORZ(LL):0.013 L - -
HORZ(TL):0.025 L - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.643
Max Web CSI:0.389
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H2
Ply: 1
Qty:1
SEQN:191120 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T2 /
DrwNo:173.21.0938.59495
/NDW 06/22/2021
20'8"4 7'3"12
4'9"14
4'9"14
9'
4'2"2
14'
5'
19'
5'
23'2"2
4'2"2
28'
4'9"14
8'8"8
8'8"8
14'
5'3"8
19'1"12
5'1"12
20'8"4
1'6"8
28'
7'3"121'4"1'4"
4"1
4 '1 "1
4 '6 "1 4
A
B
C
D E F
G
H
I
JKLM
5
12
3X4(A1)
1.5X3
3X4
4X4 1.5X3
5X8
5X12
1.5X3 3X4
1.5X3
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.89 to 60 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.90
BC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 9.90
TC: -23 lb Conc. Load at 1.44
TC: 126 lb Conc. Load at 4.27
TC: 248 lb Conc. Load at 7.10
BC: 12 lb Conc. Load at 1.44
BC: 98 lb Conc. Load at 4.27
BC: 177 lb Conc. Load at 7.10
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 351 /-/-/-/66 /-
E 343 /-/-/-/0 /-
D 68 /-/-/-/8 /-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 48 -828
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 793 -35
Chords Tens.Comp.
G - F 777 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 41 -838
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.027 G 999 240
VERT(CL):0.053 G 999 180
HORZ(LL):0.006 F - -
HORZ(TL):0.012 F - -
Creep Factor: 2.0
Max TC CSI:0.497
Max BC CSI:0.644
Max Web CSI:0.354
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:CJ10
Ply: 1
Qty:4
SEQN:191131 /HIP_
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T11 /
DrwNo:173.21.0938.58813
/NDW 06/22/2021
5'6"13
5'6"13
9'10"13
4'4"
5'5"1
5'5"1
9'4"9
3'11"8
9'10"13
6"41'10"10
3"13
3 '2 "1 3
3 '9 "
A
B
C
D
EFG
3.54 12
3X4(A1)1.5X3
3X4
3X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 plf at -1.89 to 60 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.90
BC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 9.90
TC: -23 lb Conc. Load at 1.44
TC: 126 lb Conc. Load at 4.27
TC: 248 lb Conc. Load at 7.10
BC: 12 lb Conc. Load at 1.44
BC: 98 lb Conc. Load at 4.27
BC: 177 lb Conc. Load at 7.10
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 351 /-/-/-/66 /-
E 343 /-/-/-/0 /-
D 68 /-/-/-/8 /-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 48 -828
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 793 -35
Chords Tens.Comp.
G - F 777 -38
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 41 -838
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.027 G 999 240
VERT(CL):0.053 G 999 180
HORZ(LL):0.006 F - -
HORZ(TL):0.012 F - -
Creep Factor: 2.0
Max TC CSI:0.497
Max BC CSI:0.644
Max Web CSI:0.354
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:CJ10
Ply: 1
Qty:4
SEQN:191131 /HIP_
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T11 /
DrwNo:173.21.0938.58813
/NDW 06/22/2021
5'6"13
5'6"13
9'10"13
4'4"
5'5"1
5'5"1
9'4"9
3'11"8
9'10"13
6"41'10"10
3"13
3 '2 "1 3
3 '9 "
A
B
C
D
EFG
3.54 12
3X4(A1)1.5X3
3X4
3X3
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 350 /-/-/169 /64 /100
K 1150 /-/-/598 /36 /-
F 809 /-/-/459 /70 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
K Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B, K, & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 105 -1006
Chords Tens.Comp.
E - F 71 -1247
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 467 0
I - H 1084 0
Chords Tens.Comp.
H - F 1087 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 68 -1008
C - J 603 0
J - D 45 -541
Webs Tens.Comp.
D - I 651 -5
I - E 89 -473
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.035 H 999 240
VERT(CL):0.068 H 999 180
HORZ(LL):0.011 D - -
HORZ(TL):0.022 D - -
Creep Factor: 2.0
Max TC CSI:0.561
Max BC CSI:0.598
Max Web CSI:0.498
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T4
Ply: 1
Qty:1
SEQN:191122 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T23 /
DrwNo:173.21.0938.58041
/NDW 06/22/2021
7'1"12 18'10"4
7'3"8
7'3"8
13'
5'8"8
18'8"8
5'8"8
26'
7'3"8
7'1"12
7'1"12
8'10"10
1'8"14
17'1"6
8'2"13
18'10"4
1'8"14
26'
7'1"121'4"1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D
E
F
G
HIJK
5
12
3X4(A1)1.5X3
3X4
3X4
4X4
5X5
3X4
1.5X3 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 350 /-/-/169 /64 /100
K 1150 /-/-/598 /36 /-
F 809 /-/-/459 /70 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
K Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B, K, & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 105 -1006
Chords Tens.Comp.
E - F 71 -1247
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 467 0
I - H 1084 0
Chords Tens.Comp.
H - F 1087 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 68 -1008
C - J 603 0
J - D 45 -541
Webs Tens.Comp.
D - I 651 -5
I - E 89 -473
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.035 H 999 240
VERT(CL):0.068 H 999 180
HORZ(LL):0.011 D - -
HORZ(TL):0.022 D - -
Creep Factor: 2.0
Max TC CSI:0.561
Max BC CSI:0.598
Max Web CSI:0.498
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T4
Ply: 1
Qty:1
SEQN:191122 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T23 /
DrwNo:173.21.0938.58041
/NDW 06/22/2021
7'1"12 18'10"4
7'3"8
7'3"8
13'
5'8"8
18'8"8
5'8"8
26'
7'3"8
7'1"12
7'1"12
8'10"10
1'8"14
17'1"6
8'2"13
18'10"4
1'8"14
26'
7'1"121'4"1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D
E
F
G
HIJK
5
12
3X4(A1)1.5X3
3X4
3X4
4X4
5X5
3X4
1.5X3 3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 124 /-/-/70 /58 /96
C 53 /-/-/31 /4 /-
B 76 /-/-/38 /95 /-
Wind reactions based on C&C
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.120
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J3A
Ply: 1
Qty:1
SEQN:191118 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T17 /
DrwNo:173.21.0938.59809
/NDW 06/22/2021
2'11"11
2'11"11
4"1
1 '6 "1 5
A
B
C
5
12
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 124 /-/-/70 /58 /96
C 53 /-/-/31 /4 /-
B 76 /-/-/38 /95 /-
Wind reactions based on C&C
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 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: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.120
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:J3A
Ply: 1
Qty:1
SEQN:191118 /JACK
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T17 /
DrwNo:173.21.0938.59809
/NDW 06/22/2021
2'11"11
2'11"11
4"1
1 '6 "1 5
A
B
C
5
12
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 866 /-/-/489 /100 /87
I 1311 /-/-/661 /152 /-
G 308 /-/-/166 /42 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B, I, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 149 -1454
C - D 181 -980
Chords Tens.Comp.
E - F 417 -37
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1288 -77
L - K 1284 -79
Chords Tens.Comp.
K - J 836 -55
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 31 -480
K - D 405 0
D - J 107 -609
Webs Tens.Comp.
E - J 446 -9
E - I 174 -1103
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.044 L 999 240
VERT(CL):0.088 L 999 180
HORZ(LL):0.016 I - -
HORZ(TL):0.032 I - -
Creep Factor: 2.0
Max TC CSI:0.569
Max BC CSI:0.439
Max Web CSI:0.699
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H3
Ply: 1
Qty:1
SEQN:191125 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T3 /
DrwNo:173.21.0938.59182
/NDW 06/22/2021
20'8"4 7'3"12
5'11"10
5'11"10
11'
5'0"6
17'
6'
22'2"2
5'2"2
28'
5'9"14
5'9"14
5'9"14
10'8"8
4'10"10
17'
6'3"8
20'8"4
3'8"4
28'
7'3"121'4"1'4"
4"1
4 '1 1 "1
5 '4 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X4(A1)1.5X3
3X4
3X4
4X6 5X12
5X5 3X4
1.5X3
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 866 /-/-/489 /100 /87
I 1311 /-/-/661 /152 /-
G 308 /-/-/166 /42 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B, I, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 149 -1454
C - D 181 -980
Chords Tens.Comp.
E - F 417 -37
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1288 -77
L - K 1284 -79
Chords Tens.Comp.
K - J 836 -55
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 31 -480
K - D 405 0
D - J 107 -609
Webs Tens.Comp.
E - J 446 -9
E - I 174 -1103
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.044 L 999 240
VERT(CL):0.088 L 999 180
HORZ(LL):0.016 I - -
HORZ(TL):0.032 I - -
Creep Factor: 2.0
Max TC CSI:0.569
Max BC CSI:0.439
Max Web CSI:0.699
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H3
Ply: 1
Qty:1
SEQN:191125 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T3 /
DrwNo:173.21.0938.59182
/NDW 06/22/2021
20'8"4 7'3"12
5'11"10
5'11"10
11'
5'0"6
17'
6'
22'2"2
5'2"2
28'
5'9"14
5'9"14
5'9"14
10'8"8
4'10"10
17'
6'3"8
20'8"4
3'8"4
28'
7'3"121'4"1'4"
4"1
4 '1 1 "1
5 '4 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X4(A1)1.5X3
3X4
3X4
4X6 5X12
5X5 3X4
1.5X3
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 7.00
TC: From 30 plf at 7.00 to 30 plf at 21.00
TC: From 60 plf at 21.00 to 60 plf at 29.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 20.97
BC: From 20 plf at 20.97 to 20 plf at 28.00
BC: From 4 plf at 28.00 to 4 plf at 29.33
TC: 250 lb Conc. Load at 7.03,20.97
TC: 182 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
BC: 470 lb Conc. Load at 7.03,20.97
BC: 128 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Negative reaction(s) of -373# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Use Simpson Hangers installed per manufacturer's
specs., sized for magnitude and angle of tie-in load
and to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1615 /-/-/-/44 /-
H 3698 /-/-/-/68 /-
F -/-373 /-/-/12 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.8
F Brg Width = 3.5 Min Req =1.5
Bearings K, H, & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 39 -1739
C - D 38 -1337
Chords Tens.Comp.
D - E 682 -21
E - F 691 -19
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1585 -31
J - I 1565 -34
Chords Tens.Comp.
I - H 1299 -46
H - F 13 -622
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 377 0
D - H 72 -2149
Webs Tens.Comp.
H - E 68 -577
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.061 J 999 240
VERT(CL):0.121 I 999 180
HORZ(LL):0.016 H - -
HORZ(TL):0.032 H - -
Creep Factor: 2.0
Max TC CSI:0.864
Max BC CSI:0.450
Max Web CSI:0.669
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H1
Ply: 2
Qty:1
SEQN:191136 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T6 /
DrwNo:173.21.0938.59635
/NDW 06/22/2021
2 Complete Trusses Required
20'8"4 7'3"12
7'
7'
14'2"4
7'2"4
21'
6'9"12
28'
7'
6'10"4
6'10"4
13'10"4
7'
20'7"12
6'9"8
28'
7'4"41'4"1'4"
4"1
3 '3 "1
3 '8 "1 4(a)
A
B
C D E
F
G
HIJK
5
12
3X5(A1)2X4
4X5
7X8
3X8
3X8
4X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 7.00
TC: From 30 plf at 7.00 to 30 plf at 21.00
TC: From 60 plf at 21.00 to 60 plf at 29.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 20.97
BC: From 20 plf at 20.97 to 20 plf at 28.00
BC: From 4 plf at 28.00 to 4 plf at 29.33
TC: 250 lb Conc. Load at 7.03,20.97
TC: 182 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
BC: 470 lb Conc. Load at 7.03,20.97
BC: 128 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Negative reaction(s) of -373# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Use Simpson Hangers installed per manufacturer's
specs., sized for magnitude and angle of tie-in load
and to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1615 /-/-/-/44 /-
H 3698 /-/-/-/68 /-
F -/-373 /-/-/12 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.8
F Brg Width = 3.5 Min Req =1.5
Bearings K, H, & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 39 -1739
C - D 38 -1337
Chords Tens.Comp.
D - E 682 -21
E - F 691 -19
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1585 -31
J - I 1565 -34
Chords Tens.Comp.
I - H 1299 -46
H - F 13 -622
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 377 0
D - H 72 -2149
Webs Tens.Comp.
H - E 68 -577
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.061 J 999 240
VERT(CL):0.121 I 999 180
HORZ(LL):0.016 H - -
HORZ(TL):0.032 H - -
Creep Factor: 2.0
Max TC CSI:0.864
Max BC CSI:0.450
Max Web CSI:0.669
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H1
Ply: 2
Qty:1
SEQN:191136 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T6 /
DrwNo:173.21.0938.59635
/NDW 06/22/2021
2 Complete Trusses Required
20'8"4 7'3"12
7'
7'
14'2"4
7'2"4
21'
6'9"12
28'
7'
6'10"4
6'10"4
13'10"4
7'
20'7"12
6'9"8
28'
7'4"41'4"1'4"
4"1
3 '3 "1
3 '8 "1 4(a)
A
B
C D E
F
G
HIJK
5
12
3X5(A1)2X4
4X5
7X8
3X8
3X8
4X4
3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at 0.00 to 60 plf at 27.33
BC: From 20 plf at 0.00 to 20 plf at 26.00
BC: From 4 plf at 26.00 to 4 plf at 27.33
BC: 286 lb Conc. Load at 5.06, 7.06
BC: 124 lb Conc. Load at 22.94
BC: 45 lb Conc. Load at 24.94
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Negative reaction(s) from a non-wind load case
requires uplift connection.
Use
1 Simpson H2.5A anchor to resist a max. of 385 lbs.
2 Simpson H2.5A anchors to resist a max. of 770 lbs.
2 simpson TBE4 anchors to resist a max of 850 lbs.
1 Simpson H10-2 anchor to resist a max. of 470 lbs.
1 Simpson H10A-2 anchor to resist a max. of 769 lbs.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 351 /-/-/1 /-/-
J 1612 /-/-/44 /-/-
E 971 /-/-/-/5 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
E Brg Width = 3.5 Min Req =1.5
Bearings K, J, & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 16 -656
C - D 16 -658
Chords Tens.Comp.
D - E 2 -1472
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 1297 0
H - G 1297 0
Chords Tens.Comp.
G - E 1306 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - B 69 -832
B - I 576 0
Webs Tens.Comp.
I - D 0 -840
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.044 G 999 240
VERT(CL):0.085 G 999 180
HORZ(LL):0.011 J - -
HORZ(TL):0.023 J - -
Creep Factor: 2.0
Max TC CSI:0.539
Max BC CSI:0.626
Max Web CSI:0.726
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T5
Ply: 1
Qty:1
SEQN:191133 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T20 /
DrwNo:173.21.0938.57860
/NDW 06/22/2021
7'1"12 18'10"4
6'11"10
6'11"10
13'
6'0"6
19'0"6
6'0"6
26'
6'11"10
6'9"14
6'9"14
13'
6'2"2
15'5"10
2'5"10
19'2"2
3'8"7
26'
6'9"14 1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D
E
F
GHIJK
5 12
3X4(A1)1.5X3
3X4
4X4
3X8 4X4
3X4
1.5X4 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at 0.00 to 60 plf at 27.33
BC: From 20 plf at 0.00 to 20 plf at 26.00
BC: From 4 plf at 26.00 to 4 plf at 27.33
BC: 286 lb Conc. Load at 5.06, 7.06
BC: 124 lb Conc. Load at 22.94
BC: 45 lb Conc. Load at 24.94
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Negative reaction(s) from a non-wind load case
requires uplift connection.
Use
1 Simpson H2.5A anchor to resist a max. of 385 lbs.
2 Simpson H2.5A anchors to resist a max. of 770 lbs.
2 simpson TBE4 anchors to resist a max of 850 lbs.
1 Simpson H10-2 anchor to resist a max. of 470 lbs.
1 Simpson H10A-2 anchor to resist a max. of 769 lbs.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 351 /-/-/1 /-/-
J 1612 /-/-/44 /-/-
E 971 /-/-/-/5 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
E Brg Width = 3.5 Min Req =1.5
Bearings K, J, & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 16 -656
C - D 16 -658
Chords Tens.Comp.
D - E 2 -1472
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 1297 0
H - G 1297 0
Chords Tens.Comp.
G - E 1306 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - B 69 -832
B - I 576 0
Webs Tens.Comp.
I - D 0 -840
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.044 G 999 240
VERT(CL):0.085 G 999 180
HORZ(LL):0.011 J - -
HORZ(TL):0.023 J - -
Creep Factor: 2.0
Max TC CSI:0.539
Max BC CSI:0.626
Max Web CSI:0.726
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:T5
Ply: 1
Qty:1
SEQN:191133 /COMN
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T20 /
DrwNo:173.21.0938.57860
/NDW 06/22/2021
7'1"12 18'10"4
6'11"10
6'11"10
13'
6'0"6
19'0"6
6'0"6
26'
6'11"10
6'9"14
6'9"14
13'
6'2"2
15'5"10
2'5"10
19'2"2
3'8"7
26'
6'9"14 1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D
E
F
GHIJK
5 12
3X4(A1)1.5X3
3X4
4X4
3X8 4X4
3X4
1.5X4 3X4(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP #2 Dense;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 7.00
TC: From 30 plf at 7.00 to 30 plf at 21.00
TC: From 60 plf at 21.00 to 60 plf at 29.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 20.97
BC: From 20 plf at 20.97 to 20 plf at 28.00
BC: From 4 plf at 28.00 to 4 plf at 29.33
TC: 255 lb Conc. Load at 7.03,20.97
TC: 186 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
BC: 472 lb Conc. Load at 7.03
BC: 129 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94,20.97
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Use Simpson Hangers installed per manufacturer's
specs., sized for magnitude and angle of tie-in load
and to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 2511 /-/-/-/68 /-
F 2338 /-/-/-/68 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 69 -2912
C - D 94 -3546
Chords Tens.Comp.
D - E 94 -3546
E - F 70 -2685
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 2670 -59
J - I 2651 -62
Chords Tens.Comp.
I - H 2450 -63
H - F 2461 -59
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 962 -33
D - I 103 -522
Webs Tens.Comp.
I - E 1179 -33
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.202 D 999 240
VERT(CL):0.400 D 831 180
HORZ(LL):0.038 H - -
HORZ(TL):0.075 H - -
Creep Factor: 2.0
Max TC CSI:0.924
Max BC CSI:0.642
Max Web CSI:0.449
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H5
Ply: 2
Qty:1
SEQN:191137 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T12 /
DrwNo:173.21.0938.58955
/NDW 06/22/2021
2 Complete Trusses Required
T2
28'
7'
7'
14'
7'
21'
7'
28'
7'
6'10"4
6'10"4
13'10"4
7'
21'1"12
7'3"8
28'
6'10"41'4"1'4"
4"1
3 '3 "1
3 '8 "1 4
A
B
C D E
F
G
HIJK
5
12
3X8(A1)2X4
4X6 1.5X3
7X12
4X6
1.5X3 3X8(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP #2 Dense;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 60 plf at -1.33 to 60 plf at 7.00
TC: From 30 plf at 7.00 to 30 plf at 21.00
TC: From 60 plf at 21.00 to 60 plf at 29.33
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 20.97
BC: From 20 plf at 20.97 to 20 plf at 28.00
BC: From 4 plf at 28.00 to 4 plf at 29.33
TC: 255 lb Conc. Load at 7.03,20.97
TC: 186 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94
BC: 472 lb Conc. Load at 7.03
BC: 129 lb Conc. Load at 9.06,11.06,13.06,14.94
16.94,18.94,20.97
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Use Simpson Hangers installed per manufacturer's
specs., sized for magnitude and angle of tie-in load
and to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 2511 /-/-/-/68 /-
F 2338 /-/-/-/68 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 69 -2912
C - D 94 -3546
Chords Tens.Comp.
D - E 94 -3546
E - F 70 -2685
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 2670 -59
J - I 2651 -62
Chords Tens.Comp.
I - H 2450 -63
H - F 2461 -59
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 962 -33
D - I 103 -522
Webs Tens.Comp.
I - E 1179 -33
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.202 D 999 240
VERT(CL):0.400 D 831 180
HORZ(LL):0.038 H - -
HORZ(TL):0.075 H - -
Creep Factor: 2.0
Max TC CSI:0.924
Max BC CSI:0.642
Max Web CSI:0.449
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H5
Ply: 2
Qty:1
SEQN:191137 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T12 /
DrwNo:173.21.0938.58955
/NDW 06/22/2021
2 Complete Trusses Required
T2
28'
7'
7'
14'
7'
21'
7'
28'
7'
6'10"4
6'10"4
13'10"4
7'
21'1"12
7'3"8
28'
6'10"41'4"1'4"
4"1
3 '3 "1
3 '8 "1 4
A
B
C D E
F
G
HIJK
5
12
3X8(A1)2X4
4X6 1.5X3
7X12
4X6
1.5X3 3X8(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1202 /-/-/649 /90 /100
G 1202 /-/-/649 /90 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 130 -2251
C - D 160 -1639
D - E 173 -1432
Chords Tens.Comp.
E - F 160 -1631
F - G 129 -2250
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2015 -52
L - K 2011 -55
K - J 1429 -9
Chords Tens.Comp.
J - I 2010 -55
I - G 2015 -52
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 53 -629
Webs Tens.Comp.
J - F 52 -634
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.111 K 999 240
VERT(CL):0.218 K 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.086 I - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.585
Max Web CSI:0.538
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H8
Ply: 1
Qty:1
SEQN:193200 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T1 /
DrwNo:173.21.0955.51255
/NDW 06/22/2021
28'
6'11"10
6'11"10
13'
6'0"6
15'
2'
21'0"6
6'0"6
28'
6'11"10
6'9"14
6'9"14
12'8"8
5'10"10
15'1"12
2'5"4
21'2"2
6'0"6
28'
6'9"141'4"1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X6(A1)1.5X3
3X4
3X4
4X5 4X5
5X6
3X4
1.5X3 3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1202 /-/-/649 /90 /100
G 1202 /-/-/649 /90 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 130 -2251
C - D 160 -1639
D - E 173 -1432
Chords Tens.Comp.
E - F 160 -1631
F - G 129 -2250
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2015 -52
L - K 2011 -55
K - J 1429 -9
Chords Tens.Comp.
J - I 2010 -55
I - G 2015 -52
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 53 -629
Webs Tens.Comp.
J - F 52 -634
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.111 K 999 240
VERT(CL):0.218 K 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.086 I - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.585
Max Web CSI:0.538
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H8
Ply: 1
Qty:1
SEQN:193200 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T1 /
DrwNo:173.21.0955.51255
/NDW 06/22/2021
28'
6'11"10
6'11"10
13'
6'0"6
15'
2'
21'0"6
6'0"6
28'
6'11"10
6'9"14
6'9"14
12'8"8
5'10"10
15'1"12
2'5"4
21'2"2
6'0"6
28'
6'9"141'4"1'4"
4"1
5 '9 "1
6 '2 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X6(A1)1.5X3
3X4
3X4
4X5 4X5
5X6
3X4
1.5X3 3X6(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1202 /-/-/652 /134 /87
G 1202 /-/-/652 /134 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 242 -2283
C - D 274 -1838
D - E 283 -1634
Chords Tens.Comp.
E - F 275 -1829
F - G 242 -2284
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2051 -162
L - K 2048 -164
K - J 1632 -141
Chords Tens.Comp.
J - I 2048 -164
I - G 2051 -162
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 30 -445
K - D 390 0
Webs Tens.Comp.
E - J 388 0
J - F 29 -452
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.113 K 999 240
VERT(CL):0.222 K 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.086 I - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.549
Max Web CSI:0.271
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H7
Ply: 1
Qty:1
SEQN:193202 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T14 /
DrwNo:173.21.0955.51169
/NDW 06/22/2021
28'
5'11"10
5'11"10
11'
5'0"6
17'
6'
22'0"6
5'0"6
28'
5'11"10
5'9"14
5'9"14
10'8"8
4'10"10
17'1"12
6'5"4
22'2"2
5'0"6
28'
5'9"141'4"1'4"
4"1
4 '1 1 "1
5 '4 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X6(A1)1.5X3
3X4
3X4
4X5 4X5
5X6
3X4
1.5X3 3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1202 /-/-/652 /134 /87
G 1202 /-/-/652 /134 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 242 -2283
C - D 274 -1838
D - E 283 -1634
Chords Tens.Comp.
E - F 275 -1829
F - G 242 -2284
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2051 -162
L - K 2048 -164
K - J 1632 -141
Chords Tens.Comp.
J - I 2048 -164
I - G 2051 -162
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 30 -445
K - D 390 0
Webs Tens.Comp.
E - J 388 0
J - F 29 -452
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.113 K 999 240
VERT(CL):0.222 K 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.086 I - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.549
Max Web CSI:0.271
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H7
Ply: 1
Qty:1
SEQN:193202 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T14 /
DrwNo:173.21.0955.51169
/NDW 06/22/2021
28'
5'11"10
5'11"10
11'
5'0"6
17'
6'
22'0"6
5'0"6
28'
5'11"10
5'9"14
5'9"14
10'8"8
4'10"10
17'1"12
6'5"4
22'2"2
5'0"6
28'
5'9"141'4"1'4"
4"1
4 '1 1 "1
5 '4 "1 4
A
B
C
D E
F
G
H
IJKL
5
12
3X6(A1)1.5X3
3X4
3X4
4X5 4X5
5X6
3X4
1.5X3 3X6(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1202 /-/-/652 /179 /75
H 1202 /-/-/652 /179 /-
Wind reactions based on C&C
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.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 383 -2290
C - D 364 -2025
D - E 464 -2120
Chords Tens.Comp.
E - F 464 -2120
F - G 364 -2025
G - H 383 -2290
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2068 -296
L - K 1817 -245
Chords Tens.Comp.
K - J 1817 -245
J - H 2068 -296
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - K 375 -149
Webs Tens.Comp.
K - F 375 -149
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.134 E 999 240
VERT(CL):0.263 E 999 180
HORZ(LL):0.044 J - -
HORZ(TL):0.087 J - -
Creep Factor: 2.0
Max TC CSI:0.347
Max BC CSI:0.756
Max Web CSI:0.143
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H6
Ply: 1
Qty:1
SEQN:193204 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T26 /
DrwNo:173.21.0955.51311
/NDW 06/22/2021
28'
4'9"14
4'9"14
9'
4'2"2
14'
5'
19'
5'
23'2"2
4'2"2
28'
4'9"14
8'8"8
8'8"8
14'
5'3"8
19'3"8
5'3"8
28'
8'8"81'4"1'4"
4"1
4 '1 "1
4 '6 "1 4
A
B
C
D E F
G
H
I
JKL
5
12
3X6(A1)
1.5X3
3X4
4X5 1.5X3
5X6
4X5
3X4
1.5X3
3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes 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.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City Expressway
Suite 242
Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1202 /-/-/652 /179 /75
H 1202 /-/-/652 /179 /-
Wind reactions based on C&C
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.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 383 -2290
C - D 364 -2025
D - E 464 -2120
Chords Tens.Comp.
E - F 464 -2120
F - G 364 -2025
G - H 383 -2290
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2068 -296
L - K 1817 -245
Chords Tens.Comp.
K - J 1817 -245
J - H 2068 -296
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - K 375 -149
Webs Tens.Comp.
K - F 375 -149
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: B Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.134 E 999 240
VERT(CL):0.263 E 999 180
HORZ(LL):0.044 J - -
HORZ(TL):0.087 J - -
Creep Factor: 2.0
Max TC CSI:0.347
Max BC CSI:0.756
Max Web CSI:0.143
VIEW Ver: 20.02.01D.0218.16
Job Number:9593
XL Properties
Truss Label:H6
Ply: 1
Qty:1
SEQN:193204 /HIPS
FROM: bh
Cust: R 9616 JRef:1X6H96160003 T26 /
DrwNo:173.21.0955.51311
/NDW 06/22/2021
28'
4'9"14
4'9"14
9'
4'2"2
14'
5'
19'
5'
23'2"2
4'2"2
28'
4'9"14
8'8"8
8'8"8
14'
5'3"8
19'3"8
5'3"8
28'
8'8"81'4"1'4"
4"1
4 '1 "1
4 '6 "1 4
A
B
C
D E F
G
H
I
JKL
5
12
3X6(A1)
1.5X3
3X4
4X5 1.5X3
5X6
4X5
3X4
1.5X3
3X6(A1)
06/22/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
514 Earth City Expressway
Suite 242
Earth City, MO 63045
06/22/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
514 Earth City Expressway
Suite 242
Earth City, MO 63045
06/22/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
514 Earth City Expressway
Suite 242
Earth City, MO 63045
06/22/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430