HomeMy WebLinkAboutLA183794 - T205274F_REPAIRAlpine, an ITW Company
2820 N. Great Southwest Parkway
Grand Prarie, TX 75050
www.alpineitw.com
Site Information:Page 1:
Customer: Automated Building Components, Inc.Job Number: T205274F-REP
Job Description: Dsgnr:Shane Anders
Address:
Job Engineering Criteria:
Design Code: IRC 2018 IntelliVIEW Version: 19.02.02B through 20.02.00
JRef #: 1X0b90730033
Wind Standard: ASCE 7-10 Wind Speed (mph): 0 Design Loading (psf): 55.00
Building Type:
This package contains general notes pages, 6 truss drawing(s) and 3 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 317.20.1608.20713 D 2 317.20.1608.20697 E
3 318.20.0902.09500 J 4 318.20.0843.15833 DREP
5 318.20.0902.04790 EREP 6 318.20.0825.57283 JREP
7 DEFLCAMB1014 8 STRBRIBR1014
9 160TL
Printed 11/13/2020 9:19:06 AM
11/13/2020
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 DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w18,w19,w21,w22 4x2 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90)
TC: From 92 plf at 0.12 to 92 plf at 15.46TC: From 121 plf at 15.46 to 121 plf at 21.54TC: From 92 plf at 21.54 to 92 plf at 27.79BC: From 9 plf at 0.00 to 9 plf at 27.92TC: 568 lb Conc. Load at 0.12,27.79
Plating Notes
All plates are 3X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.23" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at anypoint when panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 1392 /-/-/-/-/-
R 1842 /-/-/-/-/-
P 1006 /-/-/-/-/-
Y Brg Width = 4.0 Min Req =1.5
R Brg Width = 3.5 Min Req =1.5
P Brg Width = 4.0 Min Req =1.5
Bearings Y, R, & P Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1643
C - D 0 -2744
D - E 0 -2744
E - F 0 -2434
F - G 0 -1717
G - H 0 -1717
Chords Tens.Comp.
H - I 1471 0
I - J 1471 0
J - K 1471 0
K - L 334 -768
L - M 334 -768
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Y - X 1600 0
X - W 2412 0
W -V 2446 0
V - U 2434 0
U - T 2421 0
Chords Tens.Comp.
T - S 2421 0
S - R 498 -55
R - Q 399 -740
Q - P 577 -127
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Z - Y 0 -480
Y - B 0 -1762
B - X 418 0
X - C 0 -861
W -E 563 -85
F - S 0 -1032
Webs Tens.Comp.
S - H 1384 0
H - R 0 -2024
R - K 0 -1316
K - Q 676 0
M - P 115 -683
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 22.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.234 E 916 480
VERT(CL):0.364 E 589 240
HORZ(LL):0.035 B - -
HORZ(TL):0.057 B - -
Creep Factor: 2.0
Max TC CSI:0.706
Max BC CSI:0.854
Max Web CSI:0.591
VIEW Ver: 19.02.02B.0122.16
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:D
Ply: 1
Qty:9
SEQN:210684 /SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T17
DrwNo:317.20.1608.20713
/BM 11/12/2020
w4 w6 w7 w9 w12 w14 w15 w18 w19 w21 w22
3"10
1"8 17'11"4 9'8"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 2'4"8
3"
2'4"8 1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
18'0"12
6'6"
27'11"
9'10"4
1'4"A B C D E F G H I J K L M N
PQRSTUVWXY
Z
2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8W=3X10 2X3
4X14
1.5X4 2X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w18,w19,w21,w22 4x2 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90)
TC: From 92 plf at 0.12 to 92 plf at 15.46TC: From 121 plf at 15.46 to 121 plf at 21.54TC: From 92 plf at 21.54 to 92 plf at 27.79BC: From 9 plf at 0.00 to 9 plf at 27.92TC: 568 lb Conc. Load at 0.12,27.79
Plating Notes
All plates are 3X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.23" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at anypoint when panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 1392 /-/-/-/-/-
R 1842 /-/-/-/-/-
P 1006 /-/-/-/-/-
Y Brg Width = 4.0 Min Req =1.5
R Brg Width = 3.5 Min Req =1.5
P Brg Width = 4.0 Min Req =1.5
Bearings Y, R, & P Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1643
C - D 0 -2744
D - E 0 -2744
E - F 0 -2434
F - G 0 -1717
G - H 0 -1717
Chords Tens.Comp.
H - I 1471 0
I - J 1471 0
J - K 1471 0
K - L 334 -768
L - M 334 -768
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Y - X 1600 0
X - W 2412 0
W -V 2446 0
V - U 2434 0
U - T 2421 0
Chords Tens.Comp.
T - S 2421 0
S - R 498 -55
R - Q 399 -740
Q - P 577 -127
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Z - Y 0 -480
Y - B 0 -1762
B - X 418 0
X - C 0 -861
W -E 563 -85
F - S 0 -1032
Webs Tens.Comp.
S - H 1384 0
H - R 0 -2024
R - K 0 -1316
K - Q 676 0
M - P 115 -683
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 22.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.234 E 916 480
VERT(CL):0.364 E 589 240
HORZ(LL):0.035 B - -
HORZ(TL):0.057 B - -
Creep Factor: 2.0
Max TC CSI:0.706
Max BC CSI:0.854
Max Web CSI:0.591
VIEW Ver: 19.02.02B.0122.16
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:D
Ply: 1
Qty:9
SEQN:210684 /SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T17
DrwNo:317.20.1608.20713
/BM 11/12/2020
w4 w6 w7 w9 w12 w14 w15 w18 w19 w21 w22
3"10
1"8 17'11"4 9'8"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 2'4"8
3"
2'4"8 1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
18'0"12
6'6"
27'11"
9'10"4
1'4"A B C D E F G H I J K L M N
PQRSTUVWXY
Z
2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8W=3X10 2X3
4X14
1.5X4 2X3
11/13/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w17,w20,w21,w23,w24 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang.
At right end: 9.00' stud wall (10.00 PSF) supporting2-0-0 roof spans with 2-0-0 overhang. Roof load:35.00 psf LL and 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.28" DL: 0.25". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at anypoint when panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1556 /-/-/-/-/-
S 1962 /-/-/-/-/-
Q 992 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
S Brg Width = 5.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, S, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1883
C - D 0 -3232
D - E 0 -3232
E - F 0 -2975
F - G 0 -2279
G - H 0 -2279
Chords Tens.Comp.
H - I 964 0
I - J 964 0
J - K 964 0
K - L 2150 0
L - M 900 -433
M - N 900 -433
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1832 0
Z - Y 2797 0
Y - X 2986 0
X - W 2975 0
W -V 2963 0
Chords Tens.Comp.
V - U 2963 0
U - T 1011 0
T - S 0 -2023
S - R 0 -1614
R - Q 440 -386
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -524
AA- B 0 -2017
B - Z 494 0
Z - C 0 -1023
C - Y 485 0
Y - E 546 -180
F - U 0 -1055
U - H 1427 0
Webs Tens.Comp.
H - T 0 -2069
T - K 1553 0
K - S 0 -1232
S - L 0 -1028
L - R 1160 0
R - N 0 -577
N - Q 409 -529
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.282 E 815 480
VERT(CL):0.409 E 560 240
HORZ(LL):0.042 B - -
HORZ(TL):0.065 B - -
Creep Factor: 2.0
Max TC CSI:0.773
Max BC CSI:0.879
Max Web CSI:0.664
VIEW Ver: 19.02.02B.0122.16
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:E
Ply: 1
Qty:2
SEQN:210675 /SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T21
DrwNo:317.20.1608.20697
/BM 11/12/2020
w4 w6 w7 w9 w12 w14 w15 w17 w20 w21 w23 w24
3"10
1"8 19'1"8 8'6"8 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'1"8
1'4"8
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
19'3"
7'8"4
27'11"
8'8"1'4"A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB
2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8W=3X10 1.5X4
5X12
5X6 4X6 1.5X4
3X8
2X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w17,w20,w21,w23,w24 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang.
At right end: 9.00' stud wall (10.00 PSF) supporting2-0-0 roof spans with 2-0-0 overhang. Roof load:35.00 psf LL and 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.28" DL: 0.25". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at anypoint when panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1556 /-/-/-/-/-
S 1962 /-/-/-/-/-
Q 992 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
S Brg Width = 5.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, S, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1883
C - D 0 -3232
D - E 0 -3232
E - F 0 -2975
F - G 0 -2279
G - H 0 -2279
Chords Tens.Comp.
H - I 964 0
I - J 964 0
J - K 964 0
K - L 2150 0
L - M 900 -433
M - N 900 -433
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1832 0
Z - Y 2797 0
Y - X 2986 0
X - W 2975 0
W -V 2963 0
Chords Tens.Comp.
V - U 2963 0
U - T 1011 0
T - S 0 -2023
S - R 0 -1614
R - Q 440 -386
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -524
AA- B 0 -2017
B - Z 494 0
Z - C 0 -1023
C - Y 485 0
Y - E 546 -180
F - U 0 -1055
U - H 1427 0
Webs Tens.Comp.
H - T 0 -2069
T - K 1553 0
K - S 0 -1232
S - L 0 -1028
L - R 1160 0
R - N 0 -577
N - Q 409 -529
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.282 E 815 480
VERT(CL):0.409 E 560 240
HORZ(LL):0.042 B - -
HORZ(TL):0.065 B - -
Creep Factor: 2.0
Max TC CSI:0.773
Max BC CSI:0.879
Max Web CSI:0.664
VIEW Ver: 19.02.02B.0122.16
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:E
Ply: 1
Qty:2
SEQN:210675 /SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T21
DrwNo:317.20.1608.20697
/BM 11/12/2020
w4 w6 w7 w9 w12 w14 w15 w17 w20 w21 w23 w24
3"10
1"8 19'1"8 8'6"8 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'1"8
1'4"8
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
19'3"
7'8"4
27'11"
8'8"1'4"A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB
2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8W=3X10 1.5X4
5X12
5X6 4X6 1.5X4
3X8
2X3
11/13/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w18,w20,w21,w23,w24 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang. At
right end: 9.00' stud wall (10.00 PSF) supporting 2-0-0roof spans with 2-0-0 overhang. Roof load: 35.00 psf LLand 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.25" DL: 0.24". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1478 /-/-/-/-/-
T 1762 /-/-/-/-/-
Q 1153 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
T Brg Width = 3.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, T, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1694
C - D 0 -2739
D - E 0 -2739
E - F 0 -2313
F - G 0 -1439
G - H 0 -1439
Chords Tens.Comp.
H - I 1311 0
I - J 1311 0
J - K 1311 0
K - L 819 0
L - M 110 -1055
M - N 110 -1055
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1652 0
Z - Y 2454 0
Y - X 2328 0
X - W 2313 0
W -V 2296 0
Chords Tens.Comp.
V - U 2296 0
T - S 0 -841
S - R 767 -416
R - Q 731 -18
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -524
AA- B 0 -1821
B - Z 415 0
Z - C 0 -850
Y - E 703 0
W -F 389 0
F - U 0 -1228
Webs Tens.Comp.
U - H 1597 0
H - T 0 -1449
T - K 0 -903
K - S 490 0
S - L 0 -1081
L - R 505 0
N - Q 0 -862
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.249 E 808 480
VERT(CL):0.380 E 530 240
HORZ(LL):0.037 B - -
HORZ(TL):0.058 B - -
Creep Factor: 2.0
Max TC CSI:0.716
Max BC CSI:0.937
Max Web CSI:0.682
VIEW Ver: 20.01.01A.0724.11
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:J
Ply: 1
Qty:1
SEQN:210681 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T23
DrwNo:318.20.0902.09500
DW /BM 11/13/2020
w4 w6 w7 w9 w12 w14 w15 w18 w20 w21 w23 w24
3"10
1"8 16'10"4 10'9"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'3"8
3"
10"12
2'6"12
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
16'11"12
5'5"
27'11"
10'11"4
1'4"A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB
2X3
3X10
4X6
4X6
1.5X4
1.5X4
4X6
W=SS0312
1.5X4
4X10
4X8
W=3X102X3
4X8
3X6
4X6
1.5X4
3X8
2X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w18,w20,w21,w23,w24 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang. At
right end: 9.00' stud wall (10.00 PSF) supporting 2-0-0roof spans with 2-0-0 overhang. Roof load: 35.00 psf LLand 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.25" DL: 0.24". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1478 /-/-/-/-/-
T 1762 /-/-/-/-/-
Q 1153 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
T Brg Width = 3.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, T, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1694
C - D 0 -2739
D - E 0 -2739
E - F 0 -2313
F - G 0 -1439
G - H 0 -1439
Chords Tens.Comp.
H - I 1311 0
I - J 1311 0
J - K 1311 0
K - L 819 0
L - M 110 -1055
M - N 110 -1055
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1652 0
Z - Y 2454 0
Y - X 2328 0
X - W 2313 0
W -V 2296 0
Chords Tens.Comp.
V - U 2296 0
T - S 0 -841
S - R 767 -416
R - Q 731 -18
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -524
AA- B 0 -1821
B - Z 415 0
Z - C 0 -850
Y - E 703 0
W -F 389 0
F - U 0 -1228
Webs Tens.Comp.
U - H 1597 0
H - T 0 -1449
T - K 0 -903
K - S 490 0
S - L 0 -1081
L - R 505 0
N - Q 0 -862
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.249 E 808 480
VERT(CL):0.380 E 530 240
HORZ(LL):0.037 B - -
HORZ(TL):0.058 B - -
Creep Factor: 2.0
Max TC CSI:0.716
Max BC CSI:0.937
Max Web CSI:0.682
VIEW Ver: 20.01.01A.0724.11
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:J
Ply: 1
Qty:1
SEQN:210681 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T23
DrwNo:318.20.0902.09500
DW /BM 11/13/2020
w4 w6 w7 w9 w12 w14 w15 w18 w20 w21 w23 w24
3"10
1"8 16'10"4 10'9"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'3"8
3"
10"12
2'6"12
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
16'11"12
5'5"
27'11"
10'11"4
1'4"A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB
2X3
3X10
4X6
4X6
1.5X4
1.5X4
4X6
W=SS0312
1.5X4
4X10
4X8
W=3X102X3
4X8
3X6
4X6
1.5X4
3X8
2X3
11/13/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w19,w25,w27,w28 4x2 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 92 plf at 0.12 to 92 plf at 15.46TC: From 121 plf at 15.46 to 121 plf at 21.54TC: From 92 plf at 21.54 to 92 plf at 27.79BC: From 9 plf at 0.00 to 9 plf at 27.92TC: 532 lb Conc. Load at 0.12,27.79
Plating Notes
All plates are 3X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.25" DL: 0.25". See detailDEFLCAMB1014 for camber recommendations.Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allows
non-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Repetitive bending factor forced on design.
Condition:This Truss Label: D needs the bearing removed at from 18-0-12and new 0-5-8 bearing added at 19-3-0 as shown. All plates and
joints shall be fully intact and undisturbed.Solution:Restore any original camber to the truss and support as necessary.Cut to fit and insert 2X4 SPF Stud webs as shown.Cut and apply 7/16in. OSB APA Span Rated 24/16 Exposure 1gussets to each face of the truss using 0.113" x2.5" 8d box nailsat 2.0 inches on center staggered throughout all members. Size ofgusset are indicated by height in inches x length in inches. Gussetsare centered over joint unless otherwise noted. If shown the "circlednumber" indicates the minimum number of nails required in eachface of each member. Apply nails per NDS requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1395 /-/-/-/-/-
S 1958 /-/-/-/-/-
Q 875 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
S Brg Width = 5.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, S, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1740
C - D 0 -2998
D - E 0 -2998
E - F 0 -2775
F - G 0 -2146
G - H 0 -2146
Chords Tens.Comp.
H - I 881 0
I - J 881 0
J - K 2052 0
K - L 2047 0
L - M 790 -406
M - N 790 -406
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1692 0
Z - Y 2589 0
Y - X 2785 0
X - W 2775 0
W -V 2764 0
Chords Tens.Comp.
V - U 2764 0
U - T 1004 0
T - S 0 -1797
S - R 0 -1434
R - Q 406 -337
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -453
AA- B 0 -1862
B - Z 459 0
Z - C 0 -949
C - Y 456 0
Y - E 487 -180
F - U 0 -957
U - H 1305 0
H - T 0 -1977
Webs Tens.Comp.
T - J 481 0
T -AC 1081 0
J -AC 0 -1356
AC- S 0 -667
AD- S 0 -667
S - L 0 -892
L - R 1045 0
R - N 3 -506
N - Q 358 -488
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 22.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.246 E 930 480
VERT(CL):0.378 E 605 240
HORZ(LL):0.036 B - -
HORZ(TL):0.060 B - -
Creep Factor: 2.0
Max TC CSI:0.624
Max BC CSI:0.661
Max Web CSI:0.505
VIEW Ver: 20.02.00.1006.18
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:DREP
Ply: 1
Qty:9
SEQN:27176 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T40
DrwNo:318.20.0843.15833
DW /BM 11/13/2020
w19 w25
J K L
ST
ACAD
3X6
4
8
6 6
14
w4 w6 w7 w9 w12 w14 w15 w19 w25 w27 w28
3"10
1"8 19'1"8 8'6"8 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 2'6"12
11"14
3"
1'2"6
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
18'0"12
6'6"
19'1"6
1'0"1019'2"14
1"8
19'4"6
1"8
27'11"
8'6"10
1'4"19'3"
A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB ACAD2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8W=3X10
4X14
2X3 3X6 1.5X4
3X6
2X3
16"x42" Gusset 8"x16" Gusset
4
8
6 6
14 20
20
20
20
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w19,w25,w27,w28 4x2 DF-L Stud;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 92 plf at 0.12 to 92 plf at 15.46TC: From 121 plf at 15.46 to 121 plf at 21.54TC: From 92 plf at 21.54 to 92 plf at 27.79BC: From 9 plf at 0.00 to 9 plf at 27.92TC: 532 lb Conc. Load at 0.12,27.79
Plating Notes
All plates are 3X6 except as noted.
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.25" DL: 0.25". See detailDEFLCAMB1014 for camber recommendations.Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allows
non-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Repetitive bending factor forced on design.
Condition:This Truss Label: D needs the bearing removed at from 18-0-12and new 0-5-8 bearing added at 19-3-0 as shown. All plates and
joints shall be fully intact and undisturbed.Solution:Restore any original camber to the truss and support as necessary.Cut to fit and insert 2X4 SPF Stud webs as shown.Cut and apply 7/16in. OSB APA Span Rated 24/16 Exposure 1gussets to each face of the truss using 0.113" x2.5" 8d box nailsat 2.0 inches on center staggered throughout all members. Size ofgusset are indicated by height in inches x length in inches. Gussetsare centered over joint unless otherwise noted. If shown the "circlednumber" indicates the minimum number of nails required in eachface of each member. Apply nails per NDS requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1395 /-/-/-/-/-
S 1958 /-/-/-/-/-
Q 875 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
S Brg Width = 5.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, S, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1740
C - D 0 -2998
D - E 0 -2998
E - F 0 -2775
F - G 0 -2146
G - H 0 -2146
Chords Tens.Comp.
H - I 881 0
I - J 881 0
J - K 2052 0
K - L 2047 0
L - M 790 -406
M - N 790 -406
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1692 0
Z - Y 2589 0
Y - X 2785 0
X - W 2775 0
W -V 2764 0
Chords Tens.Comp.
V - U 2764 0
U - T 1004 0
T - S 0 -1797
S - R 0 -1434
R - Q 406 -337
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -453
AA- B 0 -1862
B - Z 459 0
Z - C 0 -949
C - Y 456 0
Y - E 487 -180
F - U 0 -957
U - H 1305 0
H - T 0 -1977
Webs Tens.Comp.
T - J 481 0
T -AC 1081 0
J -AC 0 -1356
AC- S 0 -667
AD- S 0 -667
S - L 0 -892
L - R 1045 0
R - N 3 -506
N - Q 358 -488
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 22.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.246 E 930 480
VERT(CL):0.378 E 605 240
HORZ(LL):0.036 B - -
HORZ(TL):0.060 B - -
Creep Factor: 2.0
Max TC CSI:0.624
Max BC CSI:0.661
Max Web CSI:0.505
VIEW Ver: 20.02.00.1006.18
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:DREP
Ply: 1
Qty:9
SEQN:27176 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T40
DrwNo:318.20.0843.15833
DW /BM 11/13/2020
w19 w25
J K L
ST
ACAD
3X6
4
8
6 6
14
w4 w6 w7 w9 w12 w14 w15 w19 w25 w27 w28
3"10
1"8 19'1"8 8'6"8 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 2'6"12
11"14
3"
1'2"6
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
18'0"12
6'6"
19'1"6
1'0"1019'2"14
1"8
19'4"6
1"8
27'11"
8'6"10
1'4"19'3"
A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB ACAD2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8W=3X10
4X14
2X3 3X6 1.5X4
3X6
2X3
16"x42" Gusset 8"x16" Gusset
4
8
6 6
14 20
20
20
20
11/13/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w16,w23,w26,w27,w29,w30 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang. Atright end: 9.00' stud wall (10.00 PSF) supporting 2-0-0roof spans with 2-0-0 overhang. Roof load: 30.00 psf LLand 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.25" DL: 0.24". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed
wood sheathing.
Truss must be installed as shown with top chord up.
Repetitive bending factor forced on design.
Condition:This Truss Label: E needs the bearing removed at from 19-3-0and new 0-3-8 bearing added at 16-11-12 as shown. All plates andjoints shall be fully intact and undisturbed.
Solution:Restore any original camber to the truss and support as necessary.Cut to fit and insert 2X4 SPF Stud webs as shown.Cut and apply 7/16in. OSB APA Span Rated 24/16 Exposure 1gussets to each face of the truss using 0.113" x2.5" 8d box nailsat 2.0 inches on center staggered throughout all members. Size ofgusset are indicated by height in inches x length in inches. Gussetsare centered over joint unless otherwise noted. If shown the "circlednumber" indicates the minimum number of nails required in eachface of each member. Apply nails per NDS requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 1436 /-/-/-/-/-
V 1762 /-/-/-/-/-
R 1114 /-/-/-/-/-
AC Brg Width = 4.0 Min Req =1.5
V Brg Width = 3.5 Min Req =1.5
R Brg Width = 4.0 Min Req =1.5
Bearings AC, V, & R Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1689
C - D 0 -2724
D - E 0 -2724
E - F 0 -2293
F - G 0 -1412
G - H 0 -1412
H - I 1448 0
Chords Tens.Comp.
I - J 1448 0
J - K 1452 0
K - L 824 0
L - M 580 -401
M - N 97 -1060
N - O 97 -1060
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AC-AB 1646 0
AB-AA 2444 0
AA- Z 2309 0
Z - Y 2293 0
Y - X 2276 0
X - W 2276 0
Chords Tens.Comp.
W -V 51 -408
V - U 0 -980
U - T 361 -603
T - S 769 -388
S - R 731 -11
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AD-AC 0 -494
AC- B 0 -1814
B -AB 413 0
AB- C 0 -845
AA- E 713 0
Y - F 393 0
F - W 0 -1240
W -H 1601 0
H - V 0 -1176
H -AE 0 -416
Webs Tens.Comp.
V -AE 0 -903
AE- U 448 -103
AF- K 0 -878
K - U 397 0
U - L 0 -774
L - T 472 0
T - M 0 -624
M - S 501 0
O - R 0 -861
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.246 E 815 480
VERT(CL):0.379 E 530 240
HORZ(LL):0.037 B - -
HORZ(TL):0.058 B - -
Creep Factor: 2.0
Max TC CSI:0.650
Max BC CSI:0.776
Max Web CSI:0.616
VIEW Ver: 20.02.00.1006.18
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:EREP
Ply: 1
Qty:2
SEQN:27180 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T41
DrwNo:318.20.0902.04790
DW /BM 11/13/2020
w16
H I J K
UV
AEAF
4X8(!!)W=3X10
5X12
1.5X4
6
6
12
5
19
19
w4 w6 w7 w9 w12 w14 w16 w23 w26 w27 w29 w30
3"10
1"8 16'10"4 10'9"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'3"8
3"
10"12
1'2"4
1'4"8 1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
16'10"4
5'3"8
16'11"12
1"8
17'1"4
1"8
19'3"
2'1"12 27'11"
8'8"1'4"16'11"12
A B C D E F G H I J K L M N O P
RSTUVWXYZAAABAC
AD AEAF
2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8(!!)W=3X10
5X12
5X6 4X6 1.5X4
3X8 3X6(!!)
2X3
1.5X4
6
6
12
5
19
19
16"x40" Gusset
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w16,w23,w26,w27,w29,w30 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang. Atright end: 9.00' stud wall (10.00 PSF) supporting 2-0-0roof spans with 2-0-0 overhang. Roof load: 30.00 psf LLand 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.25" DL: 0.24". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed
wood sheathing.
Truss must be installed as shown with top chord up.
Repetitive bending factor forced on design.
Condition:This Truss Label: E needs the bearing removed at from 19-3-0and new 0-3-8 bearing added at 16-11-12 as shown. All plates andjoints shall be fully intact and undisturbed.
Solution:Restore any original camber to the truss and support as necessary.Cut to fit and insert 2X4 SPF Stud webs as shown.Cut and apply 7/16in. OSB APA Span Rated 24/16 Exposure 1gussets to each face of the truss using 0.113" x2.5" 8d box nailsat 2.0 inches on center staggered throughout all members. Size ofgusset are indicated by height in inches x length in inches. Gussetsare centered over joint unless otherwise noted. If shown the "circlednumber" indicates the minimum number of nails required in eachface of each member. Apply nails per NDS requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 1436 /-/-/-/-/-
V 1762 /-/-/-/-/-
R 1114 /-/-/-/-/-
AC Brg Width = 4.0 Min Req =1.5
V Brg Width = 3.5 Min Req =1.5
R Brg Width = 4.0 Min Req =1.5
Bearings AC, V, & R Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1689
C - D 0 -2724
D - E 0 -2724
E - F 0 -2293
F - G 0 -1412
G - H 0 -1412
H - I 1448 0
Chords Tens.Comp.
I - J 1448 0
J - K 1452 0
K - L 824 0
L - M 580 -401
M - N 97 -1060
N - O 97 -1060
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AC-AB 1646 0
AB-AA 2444 0
AA- Z 2309 0
Z - Y 2293 0
Y - X 2276 0
X - W 2276 0
Chords Tens.Comp.
W -V 51 -408
V - U 0 -980
U - T 361 -603
T - S 769 -388
S - R 731 -11
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AD-AC 0 -494
AC- B 0 -1814
B -AB 413 0
AB- C 0 -845
AA- E 713 0
Y - F 393 0
F - W 0 -1240
W -H 1601 0
H - V 0 -1176
H -AE 0 -416
Webs Tens.Comp.
V -AE 0 -903
AE- U 448 -103
AF- K 0 -878
K - U 397 0
U - L 0 -774
L - T 472 0
T - M 0 -624
M - S 501 0
O - R 0 -861
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.246 E 815 480
VERT(CL):0.379 E 530 240
HORZ(LL):0.037 B - -
HORZ(TL):0.058 B - -
Creep Factor: 2.0
Max TC CSI:0.650
Max BC CSI:0.776
Max Web CSI:0.616
VIEW Ver: 20.02.00.1006.18
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:EREP
Ply: 1
Qty:2
SEQN:27180 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T41
DrwNo:318.20.0902.04790
DW /BM 11/13/2020
w16
H I J K
UV
AEAF
4X8(!!)W=3X10
5X12
1.5X4
6
6
12
5
19
19
w4 w6 w7 w9 w12 w14 w16 w23 w26 w27 w29 w30
3"10
1"8 16'10"4 10'9"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'3"8
3"
10"12
1'2"4
1'4"8 1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
16'10"4
5'3"8
16'11"12
1"8
17'1"4
1"8
19'3"
2'1"12 27'11"
8'8"1'4"16'11"12
A B C D E F G H I J K L M N O P
RSTUVWXYZAAABAC
AD AEAF
2X3
3X10
4X6
4X6
1.5X4
1.5X4 1.5X4W=SS0312
1.5X4
3X10
4X8(!!)W=3X10
5X12
5X6 4X6 1.5X4
3X8 3X6(!!)
2X3
1.5X4
6
6
12
5
19
19
16"x40" Gusset
11/13/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w18,w20,w21,w23,w24 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang. Atright end: 9.00' stud wall (10.00 PSF) supporting 2-0-0roof spans with 2-0-0 overhang. Roof load: 30.00 psf LLand 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.26" DL: 0.24". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Repetitive bending factor forced on design.
Condition:This Truss Label: J needs the bearing removed at from 16-11-12and new 0-3-8 bearing added at 18-0-12 as shown. All plates and
joints shall be fully intact and undisturbed.Solution:Restore any original camber to the truss and support as necessary.Cut and apply 7/16in. OSB APA Span Rated 24/16 Exposure 1gussets to each face of the truss using 0.113" x2.5" 8d box nailsat 2.0 inches on center staggered throughout all members. Size ofgusset are indicated by height in inches x length in inches. Gussetsare centered over joint unless otherwise noted. If shown the "circlednumber" indicates the minimum number of nails required in eachface of each member. Apply nails per NDS requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1475 /-/-/-/-/-
S 1846 /-/-/-/-/-
Q 1040 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
S Brg Width = 3.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, S, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1784
C - D 0 -2974
D - E 0 -2974
E - F 0 -2629
F - G 0 -1840
G - H 0 -1840
Chords Tens.Comp.
H - I 731 0
I - J 731 0
J - K 731 0
K - L 1666 0
L - M 454 -773
M - N 454 -773
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1738 0
Z - Y 2618 0
Y - X 2643 0
X - W 2629 0
W -V 2614 0
Chords Tens.Comp.
V - U 2614 0
U - T 500 -72
T - S 0 -1542
S - R 337 -940
R - Q 600 -177
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -495
AA- B 0 -1914
B - Z 453 0
Z - C 0 -932
C - Y 398 0
Y - E 621 -85
F - U 0 -1141
Webs Tens.Comp.
U - H 1513 0
H - T 0 -1415
T - K 1298 0
K - S 0 -1209
S - L 0 -1346
L - R 791 0
N - Q 172 -711
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.257 E 838 480
VERT(CL):0.389 E 553 240
HORZ(LL):0.038 B - -
HORZ(TL):0.060 B - -
Creep Factor: 2.0
Max TC CSI:0.583
Max BC CSI:0.751
Max Web CSI:0.582
VIEW Ver: 20.02.00.1006.18
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:JREP
Ply: 1
Qty:1
SEQN:27184 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T42
DrwNo:318.20.0825.57283
DW /BM 11/13/2020
w4 w6 w7 w9 w12 w14 w15 w18 w20 w21 w23 w24
3"10
1"8 17'11"4 9'8"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'3"8
3"
10"12
2'6"12
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
16'11"12
5'5"
27'11"
10'11"4
1'4"A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB
2X3
3X10
4X6
4X6
1.5X4
1.5X4
4X6
W=SS0312
1.5X4
4X10
4X8
W=3X102X3
4X8
3X6
4X6
1.5X4
3X8
2X3
16"x36" Gusset
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. 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
2820 N. Great Southwest ParkwayGrand Prairie, TX 75050
Lumber
Top chord: 4x2 DF-L 1800f-1.6E;Bot chord: 4x2 DF-L 2400f-2.0E;
Webs: 4x2 SPF Stud; w4,w6,w7,w9,w12,w14,w15,w18,w20,w21,w23,w24 4x2 DF-L Stud;
Plating Notes
All plates are 3X6 except as noted.
Loading
This truss spaced @ 24.0" oc supports additionalconcentrated loads. At left end: 9.00' stud wall (10.00PSF) supporting 2-0-0 roof spans W/2-0-0 overhang. Atright end: 9.00' stud wall (10.00 PSF) supporting 2-0-0roof spans with 2-0-0 overhang. Roof load: 30.00 psf LLand 20.00 psf DL.
Bottom chord checked for 10.00 psf non-concurrentlive load.
Deflection
Max JT VERT DEFL: LL: 0.26" DL: 0.24". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Repetitive bending factor forced on design.
Condition:This Truss Label: J needs the bearing removed at from 16-11-12and new 0-3-8 bearing added at 18-0-12 as shown. All plates and
joints shall be fully intact and undisturbed.Solution:Restore any original camber to the truss and support as necessary.Cut and apply 7/16in. OSB APA Span Rated 24/16 Exposure 1gussets to each face of the truss using 0.113" x2.5" 8d box nailsat 2.0 inches on center staggered throughout all members. Size ofgusset are indicated by height in inches x length in inches. Gussetsare centered over joint unless otherwise noted. If shown the "circlednumber" indicates the minimum number of nails required in eachface of each member. Apply nails per NDS requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 1475 /-/-/-/-/-
S 1846 /-/-/-/-/-
Q 1040 /-/-/-/-/-
AA Brg Width = 4.0 Min Req =1.5
S Brg Width = 3.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings AA, S, & Q Fcperp = 425psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1784
C - D 0 -2974
D - E 0 -2974
E - F 0 -2629
F - G 0 -1840
G - H 0 -1840
Chords Tens.Comp.
H - I 731 0
I - J 731 0
J - K 731 0
K - L 1666 0
L - M 454 -773
M - N 454 -773
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1738 0
Z - Y 2618 0
Y - X 2643 0
X - W 2629 0
W -V 2614 0
Chords Tens.Comp.
V - U 2614 0
U - T 500 -72
T - S 0 -1542
S - R 337 -940
R - Q 600 -177
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AB-AA 0 -495
AA- B 0 -1914
B - Z 453 0
Z - C 0 -932
C - Y 398 0
Y - E 621 -85
F - U 0 -1141
Webs Tens.Comp.
U - H 1513 0
H - T 0 -1415
T - K 1298 0
K - S 0 -1209
S - L 0 -1346
L - R 791 0
N - Q 172 -711
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
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:
IRC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT:6(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.257 E 838 480
VERT(CL):0.389 E 553 240
HORZ(LL):0.038 B - -
HORZ(TL):0.060 B - -
Creep Factor: 2.0
Max TC CSI:0.583
Max BC CSI:0.751
Max Web CSI:0.582
VIEW Ver: 20.02.00.1006.18
Job Number:T205274F-REP
Dsgnr:Shane Anders
Truss Label:JREP
Ply: 1
Qty:1
SEQN:27184 SY42
FROM:
Cust: R9073 JRef:1X0b90730033 T42
DrwNo:318.20.0825.57283
DW /BM 11/13/2020
w4 w6 w7 w9 w12 w14 w15 w18 w20 w21 w23 w24
3"10
1"8 17'11"4 9'8"12 1"8
3"
2'7"8
2'6"12 2'6"(TYP)
1'4"8
1'4"8 1'3"8
3"
10"12
2'6"12
1'11"12
3"
27'11"
9'6"12
9'6"12
11'6"12
2'
16'11"12
5'5"
27'11"
10'11"4
1'4"A B C D E F G H I J K L M N O
QRSTUVWXYZAA
AB
2X3
3X10
4X6
4X6
1.5X4
1.5X4
4X6
W=SS0312
1.5X4
4X10
4X8
W=3X102X3
4X8
3X6
4X6
1.5X4
3X8
2X3
16"x36" Gusset
11/13/2020
514 Earth City Expressway
Suite 242
Earth City, MO 63045 11/13/2020
514 Earth City Expressway
Suite 242
Earth City, MO 63045 11/13/2020
514 Earth City Expressway
Suite 242
Earth City, MO 63045 11/13/2020