1470 Ocean ACC23-0001 trusses GARAGEAlpine, an ITW Company
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: W. B. Howland Company, Inc.Job Number: 22-8577
Job Description: Saas
Address: Lot 5 Mandalay, Atlantic Bch
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res.IntelliVIEW Version: 21.02.00 through 21.02.01
JRef #: 1XLJ2150001
Wind Standard: ASCE 7-16 Wind Speed (mph): 0 Design Loading (psf): 45.00, 55.00
Building Type: Closed
This package contains general notes pages, 84 truss drawing(s) and 11 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 353.22.1116.02187 A01 2 353.22.1116.16163 A02
3 353.22.1116.19420 B01 4 353.22.1116.20957 B02
5 353.22.1116.23920 C01 6 353.22.1116.25780 C02
7 353.22.1120.03847 D01 8 353.22.1121.58267 D02
9 353.22.1122.05327 D03 10 353.22.1122.12850 D04
11 353.22.1122.25417 D05 12 353.22.1122.56433 D06
13 353.22.1123.04133 D07 14 353.22.1123.17080 D08
15 353.22.1124.38973 D09 16 353.22.1124.42303 E01
17 353.22.1124.44427 E02 18 353.22.1124.51180 F01
19 353.22.1125.02690 F02 20 353.22.1125.06667 F03
21 353.22.1125.13813 F04 22 353.22.1125.21477 F05
23 353.22.1125.23257 F06 24 353.22.1125.25867 F07
25 353.22.1125.28560 F08 26 353.22.1125.44927 F09
27 353.22.1126.01437 F10 28 353.22.1126.04180 F11
29 353.22.1126.07447 F12 30 353.22.1126.10330 F13
31 353.22.1126.17390 F14 32 353.22.1126.20753 F15
33 353.22.1126.23243 F16 34 353.22.1126.25300 F17
35 353.22.1126.27880 F18 36 353.22.1126.29860 F19
37 353.22.1126.44150 F20 38 353.22.1126.49200 F21
39 353.22.1126.50983 F22 40 353.22.1126.53337 F23
41 353.22.1126.58383 F24 42 353.22.1127.04237 F25
43 353.22.1127.12993 F26 44 353.22.1127.15463 F27
45 353.22.1127.19153 F28 46 353.22.1127.28400 F28A
47 353.22.1127.35543 F29 48 353.22.1127.39980 F30
49 353.22.1127.42387 F31 50 353.22.1127.45010 F32
#%INDEX?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC02/13/2023APPROVEDCHRISTOPHER SABOURIN
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACTDOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLEFOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OFCONSTRUCTION COORDINATION OF THEIR WORK WITHOTHER TRADES AND FULL COMPLIANCE WITH CONTRACTDOCUMENTS
By Toni Gindlesperger at 12:57 pm, Feb 15, 2023
By Mike Jones at 3:34 pm, Mar 01, 2023
Truss package for home is same as Accessory structure. Not
going to go through and mark trusses, use house truss plans.
MJones.
Alpine, an ITW Company
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 2:
Customer: W. B. Howland Company, Inc.Job Number: 22-8577
Job Description: Saas
Address: Lot 5 Mandalay, Atlantic Bch
Item Drawing Number Truss Item Drawing Number Truss
51 353.22.1127.49967 F33 52 353.22.1127.55417 F34
53 353.22.1127.58823 F35 54 353.22.1128.05173 F36
55 353.22.1128.26143 F37 56 353.22.1128.28383 F38
57 353.22.1128.31887 F39 58 353.22.1128.34187 F40
59 353.22.1128.36790 F41 60 353.22.1128.46723 F42
61 353.22.1128.48970 F43 62 353.22.1128.55847 G01
63 353.22.1129.02640 G02 64 353.22.1129.06823 H01
65 353.22.1129.09800 H02 66 353.22.1130.25803 H03
67 353.22.1130.27803 J01 68 353.22.1130.29400 J01HJ
69 353.22.1130.31297 J02 70 353.22.1130.42090 J03
71 353.22.1130.44367 K01 72 353.22.1130.49357 K02
73 353.22.1130.52230 PB01 74 353.22.1130.57747 PB02
75 353.22.1130.59943 PB03 76 353.22.1131.04050 PB04
77 353.22.1131.06490 PB05 78 353.22.1131.08613 PB06
79 353.22.1131.10910 PB07 80 353.22.1131.19650 V01
81 353.22.1131.21477 V02 82 353.22.1131.32200 V03
83 353.22.1131.36153 V04 84 353.22.1131.42110 V05
85 A14030ENC160118 86 GBLLETIN0118
87 A14015ENC160118 88 BRCLBSUB0119
89 DEFLCAMB1014 90 STRBRIBR1014
91 CNNAILSP1014 92 PB160160118
93 A16030ENC160118 94 VAL180160118
95 VALTN160118
#%INDEX?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
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 #%NOSEAL?$
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 #%NOSEAL?$
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.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL
60025; 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. sbcacomponents.com.
Page 3 of 3 #%NOSEAL?$
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"
oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 195 /-/-/176 /85 /137
I*83 /-/-/77 /51 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 185 Min Req =-
Bearings A & A are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 21.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 G 999 240
VERT(CL):0.001 G 999 180
HORZ(LL):0.002 I - -
HORZ(TL):0.002 I - -
Creep Factor: 2.0
Max TC CSI:0.326
Max BC CSI:0.093
Max Web CSI:0.047
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:A01
Ply: 1
Qty:2
SEQN:135093 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T38
DrwNo:353.22.1116.02187
/FV 12/19/2022
SC1 SC2
15'11"
3'11"8
2'
(TYP)
2"12
2"12
3'10"10
3'7"14
7'11"8
4'0"14
12'0"6
4'0"14
15'8"4
3'7"14
15'11"
2"12
15'11"
15'11"
4'
(NNL)
4'
(NNL)
6"73'6"719'10"
A
C
E
G
I
5 12
2X4(C3)3X4(C3)
2X4(**)
3X4 4X4
3X42X4(**)
2X4(C3)3X4(C3)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"
oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 195 /-/-/176 /85 /137
I*83 /-/-/77 /51 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 185 Min Req =-
Bearings A & A are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 21.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 G 999 240
VERT(CL):0.001 G 999 180
HORZ(LL):0.002 I - -
HORZ(TL):0.002 I - -
Creep Factor: 2.0
Max TC CSI:0.326
Max BC CSI:0.093
Max Web CSI:0.047
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:A01
Ply: 1
Qty:2
SEQN:135093 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T38
DrwNo:353.22.1116.02187
/FV 12/19/2022
SC1 SC2
15'11"
3'11"8
2'
(TYP)
2"12
2"12
3'10"10
3'7"14
7'11"8
4'0"14
12'0"6
4'0"14
15'8"4
3'7"14
15'11"
2"12
15'11"
15'11"
4'
(NNL)
4'
(NNL)
6"73'6"719'10"
A
C
E
G
I
5 12
2X4(C3)3X4(C3)
2X4(**)
3X4 4X4
3X42X4(**)
2X4(C3)3X4(C3)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31; T2,T4 2x4 SP #2;Bot chord: 2x4 SP M-31; B2 2x6 SP 2400f-2.0E;
B3 2x4 SP #2;Webs: 2x4 SP #3;
Loading
Attic room loading from 2-11-8 to 12-11-8: Live Load:
40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1450 /-/-/430 /189 /70
G 1450 /-/-/430 /189 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings A & 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 850 -1903
E - F 2399 -3419
A - B 585 -1961
B - I 2397 -3418
Chords Tens.Comp.
C - D 1497 -271
D - E 1497 -274
E - D 846 -1903
F - G 584 -1961
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - I 1612 -476I - B 3158 -2139
Chords Tens.Comp.
E - H 3160 -2119H - G 1612 -472
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 536 0
C - E 964 -3301
Webs Tens.Comp.
H - F 536 0
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 22.03 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.432 C 437 240
VERT(CL):0.819 C 230 180
HORZ(LL):0.125 A - -
HORZ(TL):0.246 A - -
Creep Factor: 2.0
Max TC CSI:0.836
Max BC CSI:0.689
Max Web CSI:0.241
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:A02
Ply: 1
Qty:12
SEQN:134378 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T62
DrwNo:353.22.1116.16163
/FV 12/19/2022
T2
T4
B2
B3
10'4"10
4'8"2 4'8"22'4"15'11"
6'10"8
6'10"8
15'11"
9'0"8
2'11"8
2'11"8
12'11"8
10'
15'11"
2'11"8
6"73'1"8"73'10"319'10"
A
B
C D
E
F
G
HI
5 12
2.5X6(B2)
3X5
4X6
3X4
3X4
3X4
2X4
4X16 H0308
4X16
2X4
3X4
3X4
3X4
4X6
3X5
2.5X6(B2)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31; T2,T4 2x4 SP #2;Bot chord: 2x4 SP M-31; B2 2x6 SP 2400f-2.0E;
B3 2x4 SP #2;Webs: 2x4 SP #3;
Loading
Attic room loading from 2-11-8 to 12-11-8: Live Load:
40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1450 /-/-/430 /189 /70
G 1450 /-/-/430 /189 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings A & 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 850 -1903
E - F 2399 -3419
A - B 585 -1961
B - I 2397 -3418
Chords Tens.Comp.
C - D 1497 -271
D - E 1497 -274
E - D 846 -1903
F - G 584 -1961
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - I 1612 -476I - B 3158 -2139
Chords Tens.Comp.
E - H 3160 -2119H - G 1612 -472
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 536 0
C - E 964 -3301
Webs Tens.Comp.
H - F 536 0
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 22.03 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.432 C 437 240
VERT(CL):0.819 C 230 180
HORZ(LL):0.125 A - -
HORZ(TL):0.246 A - -
Creep Factor: 2.0
Max TC CSI:0.836
Max BC CSI:0.689
Max Web CSI:0.241
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:A02
Ply: 1
Qty:12
SEQN:134378 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T62
DrwNo:353.22.1116.16163
/FV 12/19/2022
T2
T4
B2
B3
10'4"10
4'8"2 4'8"22'4"15'11"
6'10"8
6'10"8
15'11"
9'0"8
2'11"8
2'11"8
12'11"8
10'
15'11"
2'11"8
6"73'1"8"73'10"319'10"
A
B
C D
E
F
G
HI
5 12
2.5X6(B2)
3X5
4X6
3X4
3X4
3X4
2X4
4X16 H0308
4X16
2X4
3X4
3X4
3X4
4X6
3X5
2.5X6(B2)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
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), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*92 /-/-/62 /14 /14
Wind reactions based on MWFRS
A Brg Wid = 24.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 A - -
HORZ(TL):0.001 A - -
Creep Factor: 2.0
Max TC CSI:0.085
Max BC CSI:0.036
Max Web CSI:0.041
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:B01
Ply: 1
Qty:2
SEQN:15626 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T8
DrwNo:353.22.1116.19420
/FV 12/19/2022
2'0"8
1'10"12
1'10"12
2'0"8
1"12
1'10"12
1'10"12
2'0"8
1"126"1'4"310'5"8
A
B
C
5 12
3X4(B1)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
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), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*92 /-/-/62 /14 /14
Wind reactions based on MWFRS
A Brg Wid = 24.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 A - -
HORZ(TL):0.001 A - -
Creep Factor: 2.0
Max TC CSI:0.085
Max BC CSI:0.036
Max Web CSI:0.041
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:B01
Ply: 1
Qty:2
SEQN:15626 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T8
DrwNo:353.22.1116.19420
/FV 12/19/2022
2'0"8
1'10"12
1'10"12
2'0"8
1"12
1'10"12
1'10"12
2'0"8
1"126"1'4"310'5"8
A
B
C
5 12
3X4(B1)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*92 /-/-/62 /14 /14
Wind reactions based on MWFRS
A Brg Wid = 24.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 A - -
HORZ(TL):0.001 A - -
Creep Factor: 2.0
Max TC CSI:0.085
Max BC CSI:0.036
Max Web CSI:0.049
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:B02
Ply: 1
Qty:12
SEQN:15628 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T4
DrwNo:353.22.1116.20957
/FV 12/19/2022
2'0"8
2'0"8
2'0"86"1'4"310'5"8
A
B
C
5 12
3X4(B1)
2X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*92 /-/-/62 /14 /14
Wind reactions based on MWFRS
A Brg Wid = 24.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 A - -
HORZ(TL):0.001 A - -
Creep Factor: 2.0
Max TC CSI:0.085
Max BC CSI:0.036
Max Web CSI:0.049
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:B02
Ply: 1
Qty:12
SEQN:15628 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T4
DrwNo:353.22.1116.20957
/FV 12/19/2022
2'0"8
2'0"8
2'0"86"1'4"310'5"8
A
B
C
5 12
3X4(B1)
2X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to dropped
top chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*88 /-/-/81 /33 /13
G 72 /-/-/63 /6 /-
Wind reactions based on MWFRS
A Brg Wid = 81.5 Min Req =-
G Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & G are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.003 E 999 240
VERT(CL):0.004 E 999 180
HORZ(LL):0.002 E - -
HORZ(TL):0.002 E - -
Creep Factor: 2.0
Max TC CSI:0.144
Max BC CSI:0.036
Max Web CSI:0.051
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:C01
Ply: 1
Qty:1
SEQN:135601 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T42
DrwNo:353.22.1116.23920
/FV 12/19/2022
SC1 SC2
7'1"
1'6"8
2'
(TYP)
2"5
2"5
1'10"5
1'8"
3'6"8
1'8"3
5'2"11
1'8"3
6'10"11
1'8"
7'1"
2"5
7'1"
7'1"
2'
(NNL)
2'
(NNL)
6"82'1"910'1"8
A
C
D
E
G
6.5 12
3X4(C4)3X4(C4)
3X4
4X4
3X4
3X4(C4)3X4(C4)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to dropped
top chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*88 /-/-/81 /33 /13
G 72 /-/-/63 /6 /-
Wind reactions based on MWFRS
A Brg Wid = 81.5 Min Req =-
G Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & G are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.003 E 999 240
VERT(CL):0.004 E 999 180
HORZ(LL):0.002 E - -
HORZ(TL):0.002 E - -
Creep Factor: 2.0
Max TC CSI:0.144
Max BC CSI:0.036
Max Web CSI:0.051
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:C01
Ply: 1
Qty:1
SEQN:135601 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T42
DrwNo:353.22.1116.23920
/FV 12/19/2022
SC1 SC2
7'1"
1'6"8
2'
(TYP)
2"5
2"5
1'10"5
1'8"
3'6"8
1'8"3
5'2"11
1'8"3
6'10"11
1'8"
7'1"
2"5
7'1"
7'1"
2'
(NNL)
2'
(NNL)
6"82'1"910'1"8
A
C
D
E
G
6.5 12
3X4(C4)3X4(C4)
3X4
4X4
3X4
3X4(C4)3X4(C4)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 336 /-/-/203 /49 /49
C 336 /-/-/191 /49 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req =1.5 (Truss)
C Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 348 -583
Chords Tens.Comp.
B - C 361 -583
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - D 470 -251
Chords Tens.Comp.
D - C 470 -250
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.012 D 999 240
VERT(CL):0.029 D 999 180
HORZ(LL):0.010 C - -
HORZ(TL):0.023 C - -
Creep Factor: 2.0
Max TC CSI:0.163
Max BC CSI:0.227
Max Web CSI:0.112
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:C02
Ply: 1
Qty:1
SEQN:135812 SPEC
FROM:
Cust: R215 JRef:1XLJ2150001 T37
DrwNo:353.22.1116.25780
/FV 12/19/2022
7'1"
3'6"8
3'6"8
7'1"
3'6"8
3"8
3"8
3'6"8
3'3"
6'9"8
3'3"
7'1"
3"8
6"89"122'5"810'1"8
A
B
CD
6.5
12
3
123X4(F3)
4X4
4X5
3X4(F3)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 336 /-/-/203 /49 /49
C 336 /-/-/191 /49 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req =1.5 (Truss)
C Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 348 -583
Chords Tens.Comp.
B - C 361 -583
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - D 470 -251
Chords Tens.Comp.
D - C 470 -250
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.012 D 999 240
VERT(CL):0.029 D 999 180
HORZ(LL):0.010 C - -
HORZ(TL):0.023 C - -
Creep Factor: 2.0
Max TC CSI:0.163
Max BC CSI:0.227
Max Web CSI:0.112
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:C02
Ply: 1
Qty:1
SEQN:135812 SPEC
FROM:
Cust: R215 JRef:1XLJ2150001 T37
DrwNo:353.22.1116.25780
/FV 12/19/2022
7'1"
3'6"8
3'6"8
7'1"
3'6"8
3"8
3"8
3'6"8
3'3"
6'9"8
3'3"
7'1"
3"8
6"89"122'5"810'1"8
A
B
CD
6.5
12
3
123X4(F3)
4X4
4X5
3X4(F3)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 2.99TC: From 37 plf at 2.99 to 37 plf at 31.76TC: From 74 plf at 31.76 to 74 plf at 34.75BC: From 20 plf at 0.00 to 20 plf at 2.99BC: From 10 plf at 2.99 to 10 plf at 31.76BC: From 20 plf at 31.76 to 20 plf at 34.75TC: 87 lb Conc. Load at 2.99,31.76TC: 58 lb Conc. Load at 5.02, 7.02, 9.02,11.0213.02,21.73,23.73,25.73,27.73,29.73TC: 93 lb Conc. Load at 15.02,17.02,17.73,19.73BC: 104 lb Conc. Load at 2.99,31.76BC: 40 lb Conc. Load at 5.02, 7.02, 9.02,11.0213.02,21.73,23.73,25.73,27.73,29.73
BC: 59 lb Conc. Load at 15.02,17.02,17.73,19.73
Plating Notes
All plates are 2X4 except as noted.
(**) 4 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins tobrace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
+ Member to be laterally braced for out ofplane wind loads
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AG 753 /-/-/-/174 /-
AC 1207 /-/-/-/284 /-
AB 1205 /-/-/-/284 /-
Y 754 /-/-/-/175 /-
Wind reactions based on MWFRS
AG Brg Wid = 5.3 Min Req =1.5 (Truss)
AC Brg Wid = 5.5 Min Req =1.5
AB Brg Wid = 5.5 Min Req =1.5
Y Brg Wid = 5.3 Min Req =1.5 (Truss)
Bearings AG, AC, AB, & Y are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.023 L 999 240
VERT(CL):0.053 L 999 180
HORZ(LL):0.005 H - -
HORZ(TL):0.011 H - -
Creep Factor: 2.0
Max TC CSI:0.180
Max BC CSI:0.148
Max Web CSI:0.318
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D01
Ply: 3
Qty:1
SEQN:135526 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T41
DrwNo:353.22.1120.03847
/FV 12/19/2022
3 Complete Trusses Required
SC1 SC2
14'5"4 5'10"8 14'5"4
11'4"8 2'(TYP)
5'2"12
3'10"5
3'10"5
7'3"10
3'5"5
9'4"8
2'0"14
14'6"14
5'2"6
20'2"2
5'7"5
25'5"
5'2"13
27'4"
1'11"
30'10"11
3'6"11
34'9"
3'10"5
5"4
5"4
7'0"10
6'7"6
14'7"8
7'6"14
20'1"8
5'6"
27'7"8
7'6"
34'3"12
6'8"4
34'9"
5"4
4'(NNL)4'(NNL)2'1'5"411'22'10"
20'10"
A C
D E
F
G
H
I J K L M N O
P
Q
R
S
TU
VW
XY
ZAAABACAD
AE
AF
AG
6.5 12
2X4(**)3X4
3X4
3X4
3X4
5X65X5
2X4(**)3X4
5X5
5X5
3X43X4
5X6
3X43X4
5X6
5X5
5X5
3X42X4(**)
5X5
3X45X6
3X4
3X4 3X4
3X42X4(**)
++
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 2.99TC: From 37 plf at 2.99 to 37 plf at 31.76TC: From 74 plf at 31.76 to 74 plf at 34.75BC: From 20 plf at 0.00 to 20 plf at 2.99BC: From 10 plf at 2.99 to 10 plf at 31.76BC: From 20 plf at 31.76 to 20 plf at 34.75TC: 87 lb Conc. Load at 2.99,31.76TC: 58 lb Conc. Load at 5.02, 7.02, 9.02,11.0213.02,21.73,23.73,25.73,27.73,29.73TC: 93 lb Conc. Load at 15.02,17.02,17.73,19.73BC: 104 lb Conc. Load at 2.99,31.76BC: 40 lb Conc. Load at 5.02, 7.02, 9.02,11.0213.02,21.73,23.73,25.73,27.73,29.73
BC: 59 lb Conc. Load at 15.02,17.02,17.73,19.73
Plating Notes
All plates are 2X4 except as noted.
(**) 4 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins tobrace all flat TC @ 24" oc, all BC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
+ Member to be laterally braced for out ofplane wind loads
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AG 753 /-/-/-/174 /-
AC 1207 /-/-/-/284 /-
AB 1205 /-/-/-/284 /-
Y 754 /-/-/-/175 /-
Wind reactions based on MWFRS
AG Brg Wid = 5.3 Min Req =1.5 (Truss)
AC Brg Wid = 5.5 Min Req =1.5
AB Brg Wid = 5.5 Min Req =1.5
Y Brg Wid = 5.3 Min Req =1.5 (Truss)
Bearings AG, AC, AB, & Y are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.023 L 999 240
VERT(CL):0.053 L 999 180
HORZ(LL):0.005 H - -
HORZ(TL):0.011 H - -
Creep Factor: 2.0
Max TC CSI:0.180
Max BC CSI:0.148
Max Web CSI:0.318
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D01
Ply: 3
Qty:1
SEQN:135526 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T41
DrwNo:353.22.1120.03847
/FV 12/19/2022
3 Complete Trusses Required
SC1 SC2
14'5"4 5'10"8 14'5"4
11'4"8 2'(TYP)
5'2"12
3'10"5
3'10"5
7'3"10
3'5"5
9'4"8
2'0"14
14'6"14
5'2"6
20'2"2
5'7"5
25'5"
5'2"13
27'4"
1'11"
30'10"11
3'6"11
34'9"
3'10"5
5"4
5"4
7'0"10
6'7"6
14'7"8
7'6"14
20'1"8
5'6"
27'7"8
7'6"
34'3"12
6'8"4
34'9"
5"4
4'(NNL)4'(NNL)2'1'5"411'22'10"
20'10"
A C
D E
F
G
H
I J K L M N O
P
Q
R
S
TU
VW
XY
ZAAABACAD
AE
AF
AG
6.5 12
2X4(**)3X4
3X4
3X4
3X4
5X65X5
2X4(**)3X4
5X5
5X5
3X43X4
5X6
3X43X4
5X6
5X5
5X5
3X42X4(**)
5X5
3X45X6
3X4
3X4 3X4
3X42X4(**)
++
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Additional Notes
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Job Number:22-8577
Saas
Truss Label:D01
Ply: 3
Qty:1
SEQN:135526 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T41
DrwNo:353.22.1120.03847
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Additional Notes
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Job Number:22-8577
Saas
Truss Label:D01
Ply: 3
Qty:1
SEQN:135526 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T41
DrwNo:353.22.1120.03847
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T3,T5,T6 2x4 SP #2;
Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W29 2x4 SP M-31;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 4-5-0 to 30-4-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 2376 /-/-/818 /374 /208
W 1327 /-/-/372 /100 /-
T 1323 /-/-/377 /106 /-
N 2379 /-/-/813 /374 /-
M /-195
Wind reactions based on MWFRS
AD Brg Wid = 5.3 Min Req =2.8 (Truss)
W Brg Wid = 5.5 Min Req =1.5 (Truss)
T Brg Wid = 5.5 Min Req =1.5 (Truss)
N Brg Wid = 5.3 Min Req =2.8 (Truss)Bearings AD, W, T, & N are a rigid surface.
Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - J 952 -2693
B - C 275 -1798
C - D 890 -2553
E - F 42 -1297
Chords Tens.Comp.
F - G 53 -1208
G - H 26 -1252
J - K 276 -1795
K - L 182 -438
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1538 -183
Z - Y 2275 -64
Y - X 2197 0
X - W 1528 -97
W -V 470 -432
V - U 864 -162
Chords Tens.Comp.
U - T 962 -423
T - S 1518 -243
S - R 2191 -65
R - Q 2264 -71
Q - P 1500 -195
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AD 264 -691
AB- B 542 -2221
B -AA 2246 -222
AA-AE 206 -1346
C -AE 250 -1020
AE- Z 843 -35
AE-AF 0 -683
AF-AG 149 -790
AG- X 83 -910
AG-AH 570 -305
E -AI 568 -866
X -AH 424 -10
AH- W 22 -1546
Webs Tens.Comp.
AK-AL 1438 -167
U -AM 633 -213
AL-AM 1438 -167
AM- T 115 -602
AM-AO 1901 -313
T -AO 34 -1550
AN- H 589 -922
AO- S 424 -16
AO-AP 384 -277
S -AP 96 -909
AP-AQ 68 -724
AQ-AR 26 -681
Q -AR 853 -42
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.165 S 994 240
VERT(CL):0.368 AH 446 180
HORZ(LL):0.089 J - -
HORZ(TL):0.242 J - -
Creep Factor: 2.0
Max TC CSI:0.586
Max BC CSI:0.572
Max Web CSI:0.856
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D02
Ply: 1
Qty:2
SEQN:135653 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T86
DrwNo:353.22.1121.58267
/FV 12/19/2022
T3
T5
T6 W29
25'11"3'5"88'6"1 8'6"18'0"1214'5"4 5'10"8 14'5"4
8"12
8"12
4'5"
3'8"4
6'9"13
2'4"13
11'11"8
5'1"11
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
30'4"
7'6"8
34'0"4
3'8"4
34'9"
8"12
5"4
5"4
4'1"8
3'8"4
6'8"
2'6"8
9'2"8
2'6"8
11'7"6
2'4"14
14'3"8
2'8"2
16'2"14
1'11"6
18'4"1
2'1"2
20'5"8
2'1"7
23'1"10
2'8"2
25'6"8
2'4"14
28'1"
2'6"8
30'7"8
2'6"8
34'3"12
3'8"4
34'9"
5"42'1'5"49'4"123'11"121'4"11'(a)22'10"
20'10"
A B
C
D
E
F G
H
I
J
K L
MN
OPQRSTUVWXYZAA
AB
AC
AD AE AF AG AH
AI
AJ AK AL AM
AN
AO AP AQ AR
6.5 12
2X10
2.5X6
H0308(**)
2X4
5X6
5X6
2.5X6
4X5
4X52X42X4
5X64X4
3X6
6X62X4
4X46X8 2X43X8 4X4
5X5
3X6
4X45X6
2X42X44X5
4X5
2.5X6
5X6
5X6H0308(**)
2X4
2X10
2.5X6
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T3,T5,T6 2x4 SP #2;
Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W29 2x4 SP M-31;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 4-5-0 to 30-4-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 2376 /-/-/818 /374 /208
W 1327 /-/-/372 /100 /-
T 1323 /-/-/377 /106 /-
N 2379 /-/-/813 /374 /-
M /-195
Wind reactions based on MWFRS
AD Brg Wid = 5.3 Min Req =2.8 (Truss)
W Brg Wid = 5.5 Min Req =1.5 (Truss)
T Brg Wid = 5.5 Min Req =1.5 (Truss)
N Brg Wid = 5.3 Min Req =2.8 (Truss)Bearings AD, W, T, & N are a rigid surface.
Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - J 952 -2693
B - C 275 -1798
C - D 890 -2553
E - F 42 -1297
Chords Tens.Comp.
F - G 53 -1208
G - H 26 -1252
J - K 276 -1795
K - L 182 -438
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1538 -183
Z - Y 2275 -64
Y - X 2197 0
X - W 1528 -97
W -V 470 -432
V - U 864 -162
Chords Tens.Comp.
U - T 962 -423
T - S 1518 -243
S - R 2191 -65
R - Q 2264 -71
Q - P 1500 -195
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AD 264 -691
AB- B 542 -2221
B -AA 2246 -222
AA-AE 206 -1346
C -AE 250 -1020
AE- Z 843 -35
AE-AF 0 -683
AF-AG 149 -790
AG- X 83 -910
AG-AH 570 -305
E -AI 568 -866
X -AH 424 -10
AH- W 22 -1546
Webs Tens.Comp.
AK-AL 1438 -167
U -AM 633 -213
AL-AM 1438 -167
AM- T 115 -602
AM-AO 1901 -313
T -AO 34 -1550
AN- H 589 -922
AO- S 424 -16
AO-AP 384 -277
S -AP 96 -909
AP-AQ 68 -724
AQ-AR 26 -681
Q -AR 853 -42
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.165 S 994 240
VERT(CL):0.368 AH 446 180
HORZ(LL):0.089 J - -
HORZ(TL):0.242 J - -
Creep Factor: 2.0
Max TC CSI:0.586
Max BC CSI:0.572
Max Web CSI:0.856
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D02
Ply: 1
Qty:2
SEQN:135653 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T86
DrwNo:353.22.1121.58267
/FV 12/19/2022
T3
T5
T6 W29
25'11"3'5"88'6"1 8'6"18'0"1214'5"4 5'10"8 14'5"4
8"12
8"12
4'5"
3'8"4
6'9"13
2'4"13
11'11"8
5'1"11
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
30'4"
7'6"8
34'0"4
3'8"4
34'9"
8"12
5"4
5"4
4'1"8
3'8"4
6'8"
2'6"8
9'2"8
2'6"8
11'7"6
2'4"14
14'3"8
2'8"2
16'2"14
1'11"6
18'4"1
2'1"2
20'5"8
2'1"7
23'1"10
2'8"2
25'6"8
2'4"14
28'1"
2'6"8
30'7"8
2'6"8
34'3"12
3'8"4
34'9"
5"42'1'5"49'4"123'11"121'4"11'(a)22'10"
20'10"
A B
C
D
E
F G
H
I
J
K L
MN
OPQRSTUVWXYZAA
AB
AC
AD AE AF AG AH
AI
AJ AK AL AM
AN
AO AP AQ AR
6.5 12
2X10
2.5X6
H0308(**)
2X4
5X6
5X6
2.5X6
4X5
4X52X42X4
5X64X4
3X6
6X62X4
4X46X8 2X43X8 4X4
5X5
3X6
4X45X6
2X42X44X5
4X5
2.5X6
5X6
5X6H0308(**)
2X4
2X10
2.5X6
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AH-AJ 1912 -327
F -AN 475 -545
AI-AN 557 -829
W -AJ 114 -602
AJ- V 620 -202
AJ-AK 1285 -169
AR- J 253 -979
AR- P 209 -1349
P - K 2239 -224
K - N 537 -2259
L - M 348 -862
Job Number:22-8577
Saas
Truss Label:D02
Ply: 1
Qty:2
SEQN:135653 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T86
DrwNo:353.22.1121.58267
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AH-AJ 1912 -327
F -AN 475 -545
AI-AN 557 -829
W -AJ 114 -602
AJ- V 620 -202
AJ-AK 1285 -169
AR- J 253 -979
AR- P 209 -1349
P - K 2239 -224
K - N 537 -2259
L - M 348 -862
Job Number:22-8577
Saas
Truss Label:D02
Ply: 1
Qty:2
SEQN:135653 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T86
DrwNo:353.22.1121.58267
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T3,T6 2x4 SP M-31;T5 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E; B3 2x4 SP #2;Webs: 2x4 SP #3; W1,W2,W3,W4,W5,W28,W30,W31 2x4 SP M-31; W6,W8,W25,W27 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 4-5-0 to 30-4-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:
10 PSF
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 3121 /-/-/996 /464 /320
AR 3111 /-/-/996 /464 /-
Wind reactions based on MWFRS
AC Brg Wid = 5.5 Min Req =2.6 (Truss)
AR Brg Wid = 5.5 Min Req =2.6 (Truss)
Bearings AC & AR are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - J 4162 -247
J - K 1889 -4261
A - B 370 -1830
B - C 0 -5411
B - C 2891 -140
Chords Tens.Comp.
C - D 4213 -256
E - F 708 -744
F - G 687 -543
G - H 690 -666
K - L 324 -1619
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AB-AA 1688 -395
AA- Z 1591 -554
Z - Y 4272 -351
Y - X 7083 -95
X - W 7083 -95
W -V 9045 0
V - U 10213 0
Chords Tens.Comp.
U - T 10213 0
T - S 9047 0
S - R 7086 -28
R - Q 7086 -28
Q - P 4267 -257
P - O 1576 -511
O - N 1510 -298
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AC 491 -3052
A -AB 2610 -441
AB- B 324 -2927
B -AA 1177 -501
C -AD 1871 -10
AA-AD 1010 -106
AD- Z 2530 -53
AD-AE 268 -1949
Z -AE 0 -1454
AE- Y 2936 0
AE-AF 0 -4851
Y -AF 0 -1027
AF- W 1974 0
AF-AG 0 -6806
E -AH 329 -1912
W -AG 0 -762
Webs Tens.Comp.
AJ-AK 0 -8301
U -AL 377 -72
AK-AL 0 -8301
AL- T 25 -420
AL-AN 0 -7982
T -AN 1225 0
AM- H 352 -1985
AN- S 0 -762
AN-AO 0 -6803
S -AO 1975 0
AO- Q 0 -1028
AO-AP 0 -4847
Q -AP 2936 0
AP- P 0 -1453
AP-AQ 299 -1944
P -AQ 2540 -68
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.888 AK 469 240
VERT(CL):1.673 AK 249 180
HORZ(LL):0.175 AE - -
HORZ(TL):0.374 AE - -
Creep Factor: 2.0
Max TC CSI:0.928
Max BC CSI:0.846
Max Web CSI:0.901
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D03
Ply: 1
Qty:4
SEQN:136027 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T67
DrwNo:353.22.1122.05327
/FV 12/19/2022
T3
T5
T6
B3
W1 W2
W3
W4
W5
W6 W8 W25 W27
W28
W30
W3125'11"8'0"1234'9"
6'10"12
6'10"12
11'11"8
5'0"12
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
34'9"
11'11"8
2'2"5
2'2"5
10'6"
8'3"11
24'3"
13'9"
32'10"3
8'7"3
34'9"
1'10"133'5"49'4"123'5"81'4"11'20'10"
A
B
C
D
E
F G
H
I
J K
L
MNOPQRSTUVWXYZAAABAC
AD AE AF AG
AH
AI AJ AK AL
AM
AN AO AP AQ
AR
6.5 12
4X8
4X10 6X6
10X14
2.5X6
4X8
3X8
6X8 6X6
4X6
7X6 7X67X6
H0610
4X12
7X64X5
7X62X4
3X84X5 2X43X8 4X5
5X5
4X57X6
5X10
H0610
7X67X6 7X6
4X6
6X6 6X8
4X6(**)
4X8
2.5X6(**)
10X14
4X10
4X8
4X10
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T3,T6 2x4 SP M-31;T5 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E; B3 2x4 SP #2;Webs: 2x4 SP #3; W1,W2,W3,W4,W5,W28,W30,W31 2x4 SP M-31; W6,W8,W25,W27 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 4-5-0 to 30-4-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:
10 PSF
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 3121 /-/-/996 /464 /320
AR 3111 /-/-/996 /464 /-
Wind reactions based on MWFRS
AC Brg Wid = 5.5 Min Req =2.6 (Truss)
AR Brg Wid = 5.5 Min Req =2.6 (Truss)
Bearings AC & AR are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - J 4162 -247
J - K 1889 -4261
A - B 370 -1830
B - C 0 -5411
B - C 2891 -140
Chords Tens.Comp.
C - D 4213 -256
E - F 708 -744
F - G 687 -543
G - H 690 -666
K - L 324 -1619
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AB-AA 1688 -395
AA- Z 1591 -554
Z - Y 4272 -351
Y - X 7083 -95
X - W 7083 -95
W -V 9045 0
V - U 10213 0
Chords Tens.Comp.
U - T 10213 0
T - S 9047 0
S - R 7086 -28
R - Q 7086 -28
Q - P 4267 -257
P - O 1576 -511
O - N 1510 -298
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AC 491 -3052
A -AB 2610 -441
AB- B 324 -2927
B -AA 1177 -501
C -AD 1871 -10
AA-AD 1010 -106
AD- Z 2530 -53
AD-AE 268 -1949
Z -AE 0 -1454
AE- Y 2936 0
AE-AF 0 -4851
Y -AF 0 -1027
AF- W 1974 0
AF-AG 0 -6806
E -AH 329 -1912
W -AG 0 -762
Webs Tens.Comp.
AJ-AK 0 -8301
U -AL 377 -72
AK-AL 0 -8301
AL- T 25 -420
AL-AN 0 -7982
T -AN 1225 0
AM- H 352 -1985
AN- S 0 -762
AN-AO 0 -6803
S -AO 1975 0
AO- Q 0 -1028
AO-AP 0 -4847
Q -AP 2936 0
AP- P 0 -1453
AP-AQ 299 -1944
P -AQ 2540 -68
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.888 AK 469 240
VERT(CL):1.673 AK 249 180
HORZ(LL):0.175 AE - -
HORZ(TL):0.374 AE - -
Creep Factor: 2.0
Max TC CSI:0.928
Max BC CSI:0.846
Max Web CSI:0.901
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D03
Ply: 1
Qty:4
SEQN:136027 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T67
DrwNo:353.22.1122.05327
/FV 12/19/2022
T3
T5
T6
B3
W1 W2
W3
W4
W5
W6 W8 W25 W27
W28
W30
W3125'11"8'0"1234'9"
6'10"12
6'10"12
11'11"8
5'0"12
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
34'9"
11'11"8
2'2"5
2'2"5
10'6"
8'3"11
24'3"
13'9"
32'10"3
8'7"3
34'9"
1'10"133'5"49'4"123'5"81'4"11'20'10"
A
B
C
D
E
F G
H
I
J K
L
MNOPQRSTUVWXYZAAABAC
AD AE AF AG
AH
AI AJ AK AL
AM
AN AO AP AQ
AR
6.5 12
4X8
4X10 6X6
10X14
2.5X6
4X8
3X8
6X8 6X6
4X6
7X6 7X67X6
H0610
4X12
7X64X5
7X62X4
3X84X5 2X43X8 4X5
5X5
4X57X6
5X10
H0610
7X67X6 7X6
4X6
6X6 6X8
4X6(**)
4X8
2.5X6(**)
10X14
4X10
4X8
4X10
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AG-AI 0 -7985
AG- V 1225 0
F -AM 492 -603
AH-AM 328 -1887
AI-AJ 0 -7985
V -AJ 24 -420
AJ- U 377 -64
AQ- O 758 -179
AQ- J 1622 -12
O - K 1391 -461
K - N 347 -2951
N - L 2537 -439
L - M 490 -2988
Job Number:22-8577
Saas
Truss Label:D03
Ply: 1
Qty:4
SEQN:136027 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T67
DrwNo:353.22.1122.05327
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AG-AI 0 -7985
AG- V 1225 0
F -AM 492 -603
AH-AM 328 -1887
AI-AJ 0 -7985
V -AJ 24 -420
AJ- U 377 -64
AQ- O 758 -179
AQ- J 1622 -12
O - K 1391 -461
K - N 347 -2951
N - L 2537 -439
L - M 490 -2988
Job Number:22-8577
Saas
Truss Label:D03
Ply: 1
Qty:4
SEQN:136027 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T67
DrwNo:353.22.1122.05327
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T3,T6 2x4 SP M-31;T5 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;Webs: 2x4 SP #3; W1,W2,W3,W4,W5,W23,W28,W29,W30,W31,W32 2x4 SP M-31; W6,W8,W25,W27 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 4-5-0 to 30-4-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:
10 PSF
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Z 3109 /-/-/993 /255 /322
L 3110 /-/-/991 /255 /-
Wind reactions based on MWFRS
Z Brg Wid = 5.5 Min Req =2.6 (Truss)
L Brg Wid = 4.0 Min Req =2.6 (Truss)
Bearings Z & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 369 -1823
B - C 0 -5405
B - C 2900 -138
C - D 4230 -252
E - F 698 -762
Chords Tens.Comp.
F - G 690 -539
G - H 693 -663
H -AJ 1462 -3367
I - J 2909 -118
J - K 310 -1514
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Y - X 1681 -399
X - W 1589 -559
W -V 4287 -359
V - U 7080 -101
U - T 9049 0
T - S 10192 0
Chords Tens.Comp.
S - R 10166 0
R - Q 9037 0
Q - P 6976 -24
P - O 4186 -247
O - N 1533 -509
N - M 1414 -283
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - Z 490 -3042
A - Y 2600 -440
Y - B 321 -2899
B - X 1149 -498
C -AA 1871 -10
X -AA 1001 -108
AA- W 2552 -51
AA-AB 265 -1985
W -AB 0 -1440
AB- V 2912 0
AB-AC 0 -4862
V -AC 0 -1033
AC- U 1985 0
AC-AD 0 -6832
E -AE 201 -1868
U -AD 0 -750
AD-AF 0 -7985
Webs Tens.Comp.
AG-AH 0 -8292
S -AI 392 -71
AH-AI 0 -8292
AI- R 25 -422
AI-AK 0 -7956
R -AK 1181 0
AJ- H 219 -1974
AK- Q 0 -754
AK-AL 0 -6816
Q -AL 2085 0
AL- P 0 -1061
AL-AM 0 -4752
P -AM 2896 0
AM- O 0 -1445
AM-AN 299 -1884
O -AN 2502 -69
AN- I 1538 -47
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.46 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.880 AH 472 240
VERT(CL):1.660 AH 250 180
HORZ(LL):0.179 AB - -
HORZ(TL):0.383 AB - -
Creep Factor: 2.0
Max TC CSI:0.926
Max BC CSI:0.845
Max Web CSI:0.907
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D04
Ply: 1
Qty:1
SEQN:136024 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T52
DrwNo:353.22.1122.12850
/FV 12/19/2022
T3
T5
T6
B2
W1W2
W3
W4
W5
W6 W8 W23 W25 W27
W28
W29
W30
W31
W3225'11"8'0"1234'7"8
6'9"13
6'9"13
11'11"8
5'1"11
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
34'7"8
11'10"
2'2"5
2'2"5
11'11"14
9'9"9
22'9"2
10'9"5
32'10"3
10'1"1
34'7"8
1'9"53'5"43'6"19'4"123'5"81'4"11'20'10"
A
B
C
D
E
F G
H
I
J
K
LMNOPQRSTUVWXYZ
AA AB AC AD
AE
AFAG AH AI
AJ
AK AL AM AN
6.5 12
4X8
4X8 6X6
10X14
2.5X6
4X8
3X8
6X8 6X6
4X5
7X6 7X67X6
4X8
H10144X5
7X62X4
3X84X5 2X43X8 4X5
5X5
4X5H1014
3X12
7X67X6 7X66X6 6X8
3X6
4X8
2.5X6(**)
10X14
4X8
4X8
4X8
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T3,T6 2x4 SP M-31;T5 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;Webs: 2x4 SP #3; W1,W2,W3,W4,W5,W23,W28,W29,W30,W31,W32 2x4 SP M-31; W6,W8,W25,W27 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 4-5-0 to 30-4-0: Live Load: 40PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:
10 PSF
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Z 3109 /-/-/993 /255 /322
L 3110 /-/-/991 /255 /-
Wind reactions based on MWFRS
Z Brg Wid = 5.5 Min Req =2.6 (Truss)
L Brg Wid = 4.0 Min Req =2.6 (Truss)
Bearings Z & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 369 -1823
B - C 0 -5405
B - C 2900 -138
C - D 4230 -252
E - F 698 -762
Chords Tens.Comp.
F - G 690 -539
G - H 693 -663
H -AJ 1462 -3367
I - J 2909 -118
J - K 310 -1514
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Y - X 1681 -399
X - W 1589 -559
W -V 4287 -359
V - U 7080 -101
U - T 9049 0
T - S 10192 0
Chords Tens.Comp.
S - R 10166 0
R - Q 9037 0
Q - P 6976 -24
P - O 4186 -247
O - N 1533 -509
N - M 1414 -283
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - Z 490 -3042
A - Y 2600 -440
Y - B 321 -2899
B - X 1149 -498
C -AA 1871 -10
X -AA 1001 -108
AA- W 2552 -51
AA-AB 265 -1985
W -AB 0 -1440
AB- V 2912 0
AB-AC 0 -4862
V -AC 0 -1033
AC- U 1985 0
AC-AD 0 -6832
E -AE 201 -1868
U -AD 0 -750
AD-AF 0 -7985
Webs Tens.Comp.
AG-AH 0 -8292
S -AI 392 -71
AH-AI 0 -8292
AI- R 25 -422
AI-AK 0 -7956
R -AK 1181 0
AJ- H 219 -1974
AK- Q 0 -754
AK-AL 0 -6816
Q -AL 2085 0
AL- P 0 -1061
AL-AM 0 -4752
P -AM 2896 0
AM- O 0 -1445
AM-AN 299 -1884
O -AN 2502 -69
AN- I 1538 -47
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.46 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.880 AH 472 240
VERT(CL):1.660 AH 250 180
HORZ(LL):0.179 AB - -
HORZ(TL):0.383 AB - -
Creep Factor: 2.0
Max TC CSI:0.926
Max BC CSI:0.845
Max Web CSI:0.907
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D04
Ply: 1
Qty:1
SEQN:136024 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T52
DrwNo:353.22.1122.12850
/FV 12/19/2022
T3
T5
T6
B2
W1W2
W3
W4
W5
W6 W8 W23 W25 W27
W28
W29
W30
W31
W3225'11"8'0"1234'7"8
6'9"13
6'9"13
11'11"8
5'1"11
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
34'7"8
11'10"
2'2"5
2'2"5
11'11"14
9'9"9
22'9"2
10'9"5
32'10"3
10'1"1
34'7"8
1'9"53'5"43'6"19'4"123'5"81'4"11'20'10"
A
B
C
D
E
F G
H
I
J
K
LMNOPQRSTUVWXYZ
AA AB AC AD
AE
AFAG AH AI
AJ
AK AL AM AN
6.5 12
4X8
4X8 6X6
10X14
2.5X6
4X8
3X8
6X8 6X6
4X5
7X6 7X67X6
4X8
H10144X5
7X62X4
3X84X5 2X43X8 4X5
5X5
4X5H1014
3X12
7X67X6 7X66X6 6X8
3X6
4X8
2.5X6(**)
10X14
4X8
4X8
4X8
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AD- T 1201 0
F -AJ 463 -629
AE-AJ 200 -1843
AF-AG 0 -7985
T -AG 23 -416
AN- N 687 -206
N - J 1550 -497
J - M 362 -3017
M - K 2510 -435
K - L 488 -2980
Job Number:22-8577
Saas
Truss Label:D04
Ply: 1
Qty:1
SEQN:136024 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T52
DrwNo:353.22.1122.12850
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AD- T 1201 0
F -AJ 463 -629
AE-AJ 200 -1843
AF-AG 0 -7985
T -AG 23 -416
AN- N 687 -206
N - J 1550 -497
J - M 362 -3017
M - K 2510 -435
K - L 488 -2980
Job Number:22-8577
Saas
Truss Label:D04
Ply: 1
Qty:1
SEQN:136024 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T52
DrwNo:353.22.1122.12850
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T1,T10 2x4 SP #2;T2,T5,T9 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;Webs: 2x4 SP #3; W1,W2,W5,W6,W20,W24,W39,W41,W42,W43,W44 2x4 SP M-31; W12,W23,W35,W38 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @ 4.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 574 plf at 0.00 to 574 plf at 34.62PLT: From 24 plf at 4.71 to 24 plf at 7.35PLT: From 20 plf at 7.23 to 20 plf at 8.49PLT: From 23 plf at 4.42 to 23 plf at 3.88PLT: From 100 plf at 4.42 to 100 plf at 8.49PLT: From 20 plf at 0.00 to 20 plf at 34.04PLT: From 20 plf at 0.58 to 20 plf at 0.29BC: From 20 plf at 0.00 to 20 plf at 34.62BC: 355 lb Conc. Load at 0.60, 2.60BC: 69 lb Conc. Load at 4.42BC: 963 lb Conc. Load at 4.60, 6.60, 8.60,10.6012.60,14.60,16.60,18.60BC: 110 lb Conc. Load at 8.49
BC: 1313 lb Conc. Load at 20.60BC: 3235 lb Conc. Load at 22.66
Plating Notes
All plates are 3X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 18237 /-/-/-/1622 /-
N 15916 /-/-/-/1687 /-
Wind reactions based on MWFRS
AC Brg Wid = 5.5 Min Req =5.0 (Truss)
N Brg Wid = 4.0 Min Req =4.4 (Truss)
Bearings AC & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 579 -6560
J - K 25 -1916
A - B 286 -3241
B - C 199 -2226
B - C 313 -3546
D - E 552 -6383
E - F 579 -6369
Chords Tens.Comp.
F - G 473 -5215
G - H 302 -3181
H - I 319 -3526
I -AT 614 -5785
J - K 457 -3547
K - L 270 -3077
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AC-AB 1541 -163
AB-AA 1874 -181
AA- Z 1874 -181
Z - Y 2979 -241
Y - X 4926 -414
X - W 3487 -275
W -V 3487 -275
Chords Tens.Comp.
V - U 3487 -275
U - T 5472 -295
T - S 6194 -283
S - R 5071 -282
R - Q 3599 -292
Q - P 1645 -312
P - O 1645 -312
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AD 463 -5220
A -AF 6043 -512
AC-AD 464 -5225
AC-AE 181 -1779
AE- B 510 -5524
AE-AG 2084 -135
B -AH 3678 -318
AG-AH 855 -70
AG- Z 1223 -60
AH- C 251 -2340
AH-AI 2569 -218
Z -AI 39 -415
AI- Y 1573 -99
AI-AJ 1135 -124
Webs Tens.Comp.
AQ-AS 821 -131
AR- G 1147 0
G -AT 193 -2517
AS- T 758 -2
AS-AU 99 -526
AT- H 1479 -110
AT- I 202 -2358
T -AU 26 -579
AU-AV 59 -1102
S -AV 1379 -7
AV- R 5 -699
R -AW 1461 0
AW- Q 0 -843
AW-AX 1813 -152
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.46 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.156 AS 999 240
VERT(CL):0.361 AS 999 180
HORZ(LL):0.052 AT - -
HORZ(TL):0.119 AT - -
Creep Factor: 2.0
Max TC CSI:0.634
Max BC CSI:0.412
Max Web CSI:0.721
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D05
Ply: 3
Qty:1
SEQN:135979 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T7
DrwNo:353.22.1122.25417
/FV 12/19/2022
3 Complete Trusses Required
T1
T2
T5 T9
T10B2
W1
W2
W5W6
W12
W20
W23
W24
W35
W38
W39
W41
W42
W43
W444'0"14 5'6"34'7"8
2'5"
2'5"
7'2"12
4'9"12
8'7"10
1'4"14
14'0"10
5'5"
18'9"14
4'9"4
20'9"8
1'11"10
22'9"8
2'
32'5"12
9'8"4
34'7"8
2'1"12
2'5"2'5"
3'4"15
11"15
4'8"81'3"9
6'5"7
1'8"15
8'9"62'3"15 11'3"82'6"2 14'1"42'9"12 16'9"62'8"2
18'1"2
1'3"12
20'9"62'8"4
22'8"14
1'11"8
24'8"81'11"10
26'8"3
1'11"10
28'6"11'9"14
30'11"
2'4"14
34'7"83'8"84'9"6'10"4'3"99'4"123'5"81'4"6'2"311'20'10"
A B
C
D
E
F G H
I
J
K L
M
NOPQRSTUVWXYZAAABAC
AD AEAF
AG
AHAI AJ AK AM AO AP AQ
AR
AS
AT
AU AV AW AX AY AZBA
6.5 12
6X10
7X8 H1021(**)
10X14
4X82X4
5X6
6X8
3X54X5 2X44X10
3X6
2X4
8X8 3X5
7X8
8X103X6 4X5 3X104X4
4X6 4X65X5
5X54X5
4X10
4X44X4 4X4
2X4
7X8 4X122X4 6X8
5X6
10X14
H1014
H0710
7X81X4(BP)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T1,T10 2x4 SP #2;T2,T5,T9 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;Webs: 2x4 SP #3; W1,W2,W5,W6,W20,W24,W39,W41,W42,W43,W44 2x4 SP M-31; W12,W23,W35,W38 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @ 4.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 574 plf at 0.00 to 574 plf at 34.62PLT: From 24 plf at 4.71 to 24 plf at 7.35PLT: From 20 plf at 7.23 to 20 plf at 8.49PLT: From 23 plf at 4.42 to 23 plf at 3.88PLT: From 100 plf at 4.42 to 100 plf at 8.49PLT: From 20 plf at 0.00 to 20 plf at 34.04PLT: From 20 plf at 0.58 to 20 plf at 0.29BC: From 20 plf at 0.00 to 20 plf at 34.62BC: 355 lb Conc. Load at 0.60, 2.60BC: 69 lb Conc. Load at 4.42BC: 963 lb Conc. Load at 4.60, 6.60, 8.60,10.6012.60,14.60,16.60,18.60BC: 110 lb Conc. Load at 8.49
BC: 1313 lb Conc. Load at 20.60BC: 3235 lb Conc. Load at 22.66
Plating Notes
All plates are 3X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 18237 /-/-/-/1622 /-
N 15916 /-/-/-/1687 /-
Wind reactions based on MWFRS
AC Brg Wid = 5.5 Min Req =5.0 (Truss)
N Brg Wid = 4.0 Min Req =4.4 (Truss)
Bearings AC & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 579 -6560
J - K 25 -1916
A - B 286 -3241
B - C 199 -2226
B - C 313 -3546
D - E 552 -6383
E - F 579 -6369
Chords Tens.Comp.
F - G 473 -5215
G - H 302 -3181
H - I 319 -3526
I -AT 614 -5785
J - K 457 -3547
K - L 270 -3077
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AC-AB 1541 -163
AB-AA 1874 -181
AA- Z 1874 -181
Z - Y 2979 -241
Y - X 4926 -414
X - W 3487 -275
W -V 3487 -275
Chords Tens.Comp.
V - U 3487 -275
U - T 5472 -295
T - S 6194 -283
S - R 5071 -282
R - Q 3599 -292
Q - P 1645 -312
P - O 1645 -312
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AD 463 -5220
A -AF 6043 -512
AC-AD 464 -5225
AC-AE 181 -1779
AE- B 510 -5524
AE-AG 2084 -135
B -AH 3678 -318
AG-AH 855 -70
AG- Z 1223 -60
AH- C 251 -2340
AH-AI 2569 -218
Z -AI 39 -415
AI- Y 1573 -99
AI-AJ 1135 -124
Webs Tens.Comp.
AQ-AS 821 -131
AR- G 1147 0
G -AT 193 -2517
AS- T 758 -2
AS-AU 99 -526
AT- H 1479 -110
AT- I 202 -2358
T -AU 26 -579
AU-AV 59 -1102
S -AV 1379 -7
AV- R 5 -699
R -AW 1461 0
AW- Q 0 -843
AW-AX 1813 -152
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.46 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.156 AS 999 240
VERT(CL):0.361 AS 999 180
HORZ(LL):0.052 AT - -
HORZ(TL):0.119 AT - -
Creep Factor: 2.0
Max TC CSI:0.634
Max BC CSI:0.412
Max Web CSI:0.721
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D05
Ply: 3
Qty:1
SEQN:135979 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T7
DrwNo:353.22.1122.25417
/FV 12/19/2022
3 Complete Trusses Required
T1
T2
T5 T9
T10B2
W1
W2
W5W6
W12
W20
W23
W24
W35
W38
W39
W41
W42
W43
W444'0"14 5'6"34'7"8
2'5"
2'5"
7'2"12
4'9"12
8'7"10
1'4"14
14'0"10
5'5"
18'9"14
4'9"4
20'9"8
1'11"10
22'9"8
2'
32'5"12
9'8"4
34'7"8
2'1"12
2'5"2'5"
3'4"15
11"15
4'8"81'3"9
6'5"7
1'8"15
8'9"62'3"15 11'3"82'6"2 14'1"42'9"12 16'9"62'8"2
18'1"2
1'3"12
20'9"62'8"4
22'8"14
1'11"8
24'8"81'11"10
26'8"3
1'11"10
28'6"11'9"14
30'11"
2'4"14
34'7"83'8"84'9"6'10"4'3"99'4"123'5"81'4"6'2"311'20'10"
A B
C
D
E
F G H
I
J
K L
M
NOPQRSTUVWXYZAAABAC
AD AEAF
AG
AHAI AJ AK AM AO AP AQ
AR
AS
AT
AU AV AW AX AY AZBA
6.5 12
6X10
7X8 H1021(**)
10X14
4X82X4
5X6
6X8
3X54X5 2X44X10
3X6
2X4
8X8 3X5
7X8
8X103X6 4X5 3X104X4
4X6 4X65X5
5X54X5
4X10
4X44X4 4X4
2X4
7X8 4X122X4 6X8
5X6
10X14
H1014
H0710
7X81X4(BP)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.16" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof.
Additional Notes
WIND LOAD CASE MODIFIED!
Y -AK 101 -701
AJ-AK 1135 -124
AK-AM 398 -47
X -AO 1567 -127
AM- F 392 -33
F -AO 1408 -29
AO- W 875 0
AO- U 883 -42
AO-AP 909 -112
U -AS 9 -1213
AP- U 894 -1
AP-AQ 909 -112
AQ-AR 1173 0
Q -AX 1929 0
AX-AY 4748 -135
AX- O 1 -1321
J -AY 416 -2342
AY-AZ 3103 0
AY- K 3529 -355
O -AZ 729 0
AZ-BA 3593 -273
K -BA 470 -5200
BA- L 6003 -508
M - L 469 -5257
M - N 475 -5275
Job Number:22-8577
Saas
Truss Label:D05
Ply: 3
Qty:1
SEQN:135979 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T7
DrwNo:353.22.1122.25417
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.16" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof.
Additional Notes
WIND LOAD CASE MODIFIED!
Y -AK 101 -701
AJ-AK 1135 -124
AK-AM 398 -47
X -AO 1567 -127
AM- F 392 -33
F -AO 1408 -29
AO- W 875 0
AO- U 883 -42
AO-AP 909 -112
U -AS 9 -1213
AP- U 894 -1
AP-AQ 909 -112
AQ-AR 1173 0
Q -AX 1929 0
AX-AY 4748 -135
AX- O 1 -1321
J -AY 416 -2342
AY-AZ 3103 0
AY- K 3529 -355
O -AZ 729 0
AZ-BA 3593 -273
K -BA 470 -5200
BA- L 6003 -508
M - L 469 -5257
M - N 475 -5275
Job Number:22-8577
Saas
Truss Label:D05
Ply: 3
Qty:1
SEQN:135979 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T7
DrwNo:353.22.1122.25417
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x8 SP #2; T2,T7 2x6 SP 2400f-2.0E;T4 2x4 SP #2; T5,T6 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W1,W16 2x4 SP M-31; W2,W7,W29 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @ 7.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing 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 574 plf at 0.00 to 574 plf at 34.37
PLT: From 24 plf at 8.64 to 24 plf at 11.90PLT: From 20 plf at 11.71 to 20 plf at 22.54PLT: From 24 plf at 22.43 to 24 plf at 29.79PLT: From 100 plf at 8.34 to 100 plf at 30.08BC: From 20 plf at 0.00 to 20 plf at 34.37
BC: 291 lb Conc. Load at 0.35, 2.35BC: 251 lb Conc. Load at 4.35, 6.35, 8.35,10.3512.35,14.35,16.35,18.35BC: 111 lb Conc. Load at 8.34BC: 1313 lb Conc. Load at 20.35BC: 123 lb Conc. Load at 22.41BC: 956 lb Conc. Load at 26.05BC: 777 lb Conc. Load at 28.05,30.05,32.05BC: 66 lb Conc. Load at 30.08
Plating Notes
All plates are 2X4 except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AI 11733 /-/-/-/1566 /15
AC 5845 /-/-/73 /65 /-
W 12888 /-/-/-/1576 /-
Wind reactions based on MWFRS
AI Brg Wid = -Min Req =-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
W Brg Wid = 4.0 Min Req =3.6 (Truss)
Bearings AC & W are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
G - H 430 -3462
H - I 381 -459
I - J 618 -3425
M - N 565 -4488
N - O 202 -1274
O - P 468 -2720
P - Q 274 -1792
B - D 456 -3224
D - F 442 -3138
F - G 396 -2880
Chords Tens.Comp.
G - F 527 -3758
I - H 426 -573
J - K 361 -2062
K - L 314 -1770
L - M 357 -2037
N - O 372 -3789
P - Q 428 -2484
Q - S 154 -2519
S - U 274 -2668
S - U 204 -1198
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AH-AG 2787 -358
AG-AF 3089 -408
AF-AE 2946 -338
AE-AD 2278 -276
AD-AC 923 -471
Chords Tens.Comp.
AC-AB 1443 -216
AB-AA 2798 -252
AA- Z 3793 -299
Z - Y 4013 -355
Y - X 3151 -409
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AI- B 525 -3766
B -AH 3267 -431
E - F 108 -610
AH- G 244 -1575
G -AG 635 -103
AG-AJ 102 -523
I -AJ 126 -581
AK-AE 62 -621
AK-AL 742 -182
J -AM 150 -1404
AL-AD 35 -1027
Webs Tens.Comp.
AP-AR 3442 -220
AC-AR 27 -1950
AQ- M 138 -1328
AR-AB 810 -11
AR-AS 1438 -192
AB-AS 36 -1234
AS-AA 450 -16
AS-AT 912 -211
AA-AT 46 -952
AT-AU 569 -777
AU-AV 266 -910
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.44 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, 18SS, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.123 AT 999 240
VERT(CL):0.270 AT 703 180
HORZ(LL):-0.048 R - -
HORZ(TL):0.105 R - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.272
Max Web CSI:0.897
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D06
Ply: 3
Qty:1
SEQN:136030 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T21
DrwNo:353.22.1122.56433
/FV 12/19/2022
3 Complete Trusses Required
T2
T4
T5
T6
T7
W1
W2
W7
W16
W2921'8"14 8'0"1218'5"2 15'11"6
1'9"
1'9"
3'10"8
2'1"8
7'5"8
3'7"
11'8"8
4'3"
13'9"14
2'1"5
20'6"8
6'8"10
22'6"8
2'
28'7"2
6'0"10
34'4"8
5'9"6
4'6"
4'6"
10'7"5
6'1"5
23'3"8
12'8"3
34'4"8
11'1"7'7"69'4"126'1"65'6"101'4"3'3"811'(a)
20'10"
A
B
C
D
E
F
G H
I
J
K L
M
N
O
P Q
R
S
T
U
V
WXYZAAABACADAEAFAGAHAI
AJ AK AL
AM
AN AO AP
AQ
AR AS AT AU AV
6.5 12
2.5X6
6X86X6 7X6
12X14
2X4
6X62X4
3X44X5
2X42X4
7X63X4
3X8
3X43X4
SS0712
4X103X5 4X54X4
3X4H0610
4X53X4
3X8
3X47X6
3X4
3X4
2X4
3X4
3X16
3X43X4
6X6
3X4(**)
4X56X8
3X4(**)3X10(**)3X4
10X146X8
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x8 SP #2; T2,T7 2x6 SP 2400f-2.0E;T4 2x4 SP #2; T5,T6 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W1,W16 2x4 SP M-31; W2,W7,W29 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @ 7.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing 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 574 plf at 0.00 to 574 plf at 34.37
PLT: From 24 plf at 8.64 to 24 plf at 11.90PLT: From 20 plf at 11.71 to 20 plf at 22.54PLT: From 24 plf at 22.43 to 24 plf at 29.79PLT: From 100 plf at 8.34 to 100 plf at 30.08BC: From 20 plf at 0.00 to 20 plf at 34.37
BC: 291 lb Conc. Load at 0.35, 2.35BC: 251 lb Conc. Load at 4.35, 6.35, 8.35,10.3512.35,14.35,16.35,18.35BC: 111 lb Conc. Load at 8.34BC: 1313 lb Conc. Load at 20.35BC: 123 lb Conc. Load at 22.41BC: 956 lb Conc. Load at 26.05BC: 777 lb Conc. Load at 28.05,30.05,32.05BC: 66 lb Conc. Load at 30.08
Plating Notes
All plates are 2X4 except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AI 11733 /-/-/-/1566 /15
AC 5845 /-/-/73 /65 /-
W 12888 /-/-/-/1576 /-
Wind reactions based on MWFRS
AI Brg Wid = -Min Req =-
AC Brg Wid = 3.5 Min Req =1.5 (Truss)
W Brg Wid = 4.0 Min Req =3.6 (Truss)
Bearings AC & W are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
G - H 430 -3462
H - I 381 -459
I - J 618 -3425
M - N 565 -4488
N - O 202 -1274
O - P 468 -2720
P - Q 274 -1792
B - D 456 -3224
D - F 442 -3138
F - G 396 -2880
Chords Tens.Comp.
G - F 527 -3758
I - H 426 -573
J - K 361 -2062
K - L 314 -1770
L - M 357 -2037
N - O 372 -3789
P - Q 428 -2484
Q - S 154 -2519
S - U 274 -2668
S - U 204 -1198
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AH-AG 2787 -358
AG-AF 3089 -408
AF-AE 2946 -338
AE-AD 2278 -276
AD-AC 923 -471
Chords Tens.Comp.
AC-AB 1443 -216
AB-AA 2798 -252
AA- Z 3793 -299
Z - Y 4013 -355
Y - X 3151 -409
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AI- B 525 -3766
B -AH 3267 -431
E - F 108 -610
AH- G 244 -1575
G -AG 635 -103
AG-AJ 102 -523
I -AJ 126 -581
AK-AE 62 -621
AK-AL 742 -182
J -AM 150 -1404
AL-AD 35 -1027
Webs Tens.Comp.
AP-AR 3442 -220
AC-AR 27 -1950
AQ- M 138 -1328
AR-AB 810 -11
AR-AS 1438 -192
AB-AS 36 -1234
AS-AA 450 -16
AS-AT 912 -211
AA-AT 46 -952
AT-AU 569 -777
AU-AV 266 -910
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.44 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, 18SS, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.123 AT 999 240
VERT(CL):0.270 AT 703 180
HORZ(LL):-0.048 R - -
HORZ(TL):0.105 R - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.272
Max Web CSI:0.897
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D06
Ply: 3
Qty:1
SEQN:136030 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T21
DrwNo:353.22.1122.56433
/FV 12/19/2022
3 Complete Trusses Required
T2
T4
T5
T6
T7
W1
W2
W7
W16
W2921'8"14 8'0"1218'5"2 15'11"6
1'9"
1'9"
3'10"8
2'1"8
7'5"8
3'7"
11'8"8
4'3"
13'9"14
2'1"5
20'6"8
6'8"10
22'6"8
2'
28'7"2
6'0"10
34'4"8
5'9"6
4'6"
4'6"
10'7"5
6'1"5
23'3"8
12'8"3
34'4"8
11'1"7'7"69'4"126'1"65'6"101'4"3'3"811'(a)
20'10"
A
B
C
D
E
F
G H
I
J
K L
M
N
O
P Q
R
S
T
U
V
WXYZAAABACADAEAFAGAHAI
AJ AK AL
AM
AN AO AP
AQ
AR AS AT AU AV
6.5 12
2.5X6
6X86X6 7X6
12X14
2X4
6X62X4
3X44X5
2X42X4
7X63X4
3X8
3X43X4
SS0712
4X103X5 4X54X4
3X4H0610
4X53X4
3X8
3X47X6
3X4
3X4
2X4
3X4
3X16
3X43X4
6X6
3X4(**)
4X56X8
3X4(**)3X10(**)3X4
10X146X8
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Laterally brace chord above/below filler at 24” OC(or as designed) including a lateral brace on chorddirectly above/ below both ends of filler
(if no rigid diaphragm exists at that point)
AL-AN 1793 -167
AM-AQ 149 -1393
AD-AP 1545 -51
AN-AO 1793 -167
AO-AP 1793 -167
AP-AC 18 -736
Y -AV 922 -245
AV- X 354 -2058
AV- P 373 -2070
X - U 3972 -530
Q - R 156 -867
U - W 524 -4149
Job Number:22-8577
Saas
Truss Label:D06
Ply: 3
Qty:1
SEQN:136030 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T21
DrwNo:353.22.1122.56433
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Laterally brace chord above/below filler at 24” OC(or as designed) including a lateral brace on chorddirectly above/ below both ends of filler
(if no rigid diaphragm exists at that point)
AL-AN 1793 -167
AM-AQ 149 -1393
AD-AP 1545 -51
AN-AO 1793 -167
AO-AP 1793 -167
AP-AC 18 -736
Y -AV 922 -245
AV- X 354 -2058
AV- P 373 -2070
X - U 3972 -530
Q - R 156 -867
U - W 524 -4149
Job Number:22-8577
Saas
Truss Label:D06
Ply: 3
Qty:1
SEQN:136030 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T21
DrwNo:353.22.1122.56433
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T2,T7 2x8 SP 2400f-2.0E; T3,T5 2x4 SP M-31;
T4 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W3,W4,W5,W8,W12,W26,W28,W29,W30 2x4 SP M-31; W6,W23 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Attic room loading from 8-4-2 to 30-1-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals exposed to wind pressure. Deflection
meets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 2837 /-/-/983 /463 /323
K 3180 /-/-/985 /463 /-
Wind reactions based on MWFRS
X Brg Wid = -Min Req =-
K Brg Wid = 4.0 Min Req =2.6 (Truss)
Bearing K is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 2800 -289
A - B 490 -2494
D - E 660 -1151
E - F 699 -568
Chords Tens.Comp.
F - G 696 -727
G -AF 1301 -3403
H - I 1399 -284
I - J 304 -1523
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 2186 -469V - U 2171 -494
U - T 4443 -303
T - S 6525 -115
S - R 7770 -6
R - Q 8260 0
Chords Tens.Comp.
Q - P 7519 -13P - O 6054 -129
O - N 3872 -312
N - M 1781 -496
M - L 1433 -280
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 492 -2760
A - W 2578 -443
W -B 299 -1667
B - V 516 -281
V - Y 610 0
Y - U 2264 0
Y - Z 100 -2024
C - Y 1471 0
U - Z 0 -1124
Z - T 2132 0
Z -AA 0 -4084
D -AB 335 -1554
T -AA 0 -790
AA- S 1290 0
AA-AC 0 -5334
E -AF 365 -1120
AB-AF 333 -1532
S -AC 17 -511
Webs Tens.Comp.
AE-AG 0 -5911
AF- F 393 -81
AF- G 274 -2136
AG-AH 0 -5887
Q -AH 805 -10
AH- P 5 -598
AH-AI 0 -5143
P -AI 1500 0
AI- O 0 -865
AI-AJ 14 -3679
O -AJ 2296 0
AJ- N 0 -1258
AJ-AK 329 -1428
N -AK 1978 -106
AK- H 887 -131
AK- M 502 -290
M - I 1863 -444
I - L 352 -2955
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.44 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.510 AD 808 240
VERT(CL):1.025 AD 402 180
HORZ(LL):0.159 Y - -
HORZ(TL):0.356 Y - -
Creep Factor: 2.0
Max TC CSI:0.548
Max BC CSI:0.656
Max Web CSI:0.847
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D07
Ply: 1
Qty:3
SEQN:136033 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T98
DrwNo:353.22.1123.04133
/FV 12/19/2022
T2
T3
T4
T5
T7
B3
W2
W3
W4
W5
W6 W8
W12
W23
W26
W28
W29
W30
21'8"14 8'0"1234'4"8
11'8"8
11'8"8
13'9"9
2'1"1
20'6"8
6'8"15
22'6"8
2'
34'4"8
11'10"
4'6"
4'6"
10'6"
6'
23'0"6
12'6"6
32'7"15
9'7"9
34'4"8
1'8"93'6"143'6"19'4"125'6"101'4"3'3"811'20'10"
A
B
C
D
E F
G
H
I
J
KLMNOPQRSTUVWX
Y Z AA
AB
AC ADAE
AF
AG AH AI AJ AK
6.5 12
5X6
4X8 7X6
12X14
4X6
2X10
6X8 8X84X10
4X8
4X104X5
7X62X4
4X5 2X43X8
3X5
5X5
4X10
H1014
3X5
4X63X10 4X84X10 5X10
2X10
4X8
H1021
4X10
4X8
4X10
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T2,T7 2x8 SP 2400f-2.0E; T3,T5 2x4 SP M-31;
T4 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W3,W4,W5,W8,W12,W26,W28,W29,W30 2x4 SP M-31; W6,W23 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Attic room loading from 8-4-2 to 30-1-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals exposed to wind pressure. Deflection
meets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 2837 /-/-/983 /463 /323
K 3180 /-/-/985 /463 /-
Wind reactions based on MWFRS
X Brg Wid = -Min Req =-
K Brg Wid = 4.0 Min Req =2.6 (Truss)
Bearing K is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 2800 -289
A - B 490 -2494
D - E 660 -1151
E - F 699 -568
Chords Tens.Comp.
F - G 696 -727
G -AF 1301 -3403
H - I 1399 -284
I - J 304 -1523
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 2186 -469V - U 2171 -494
U - T 4443 -303
T - S 6525 -115
S - R 7770 -6
R - Q 8260 0
Chords Tens.Comp.
Q - P 7519 -13P - O 6054 -129
O - N 3872 -312
N - M 1781 -496
M - L 1433 -280
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 492 -2760
A - W 2578 -443
W -B 299 -1667
B - V 516 -281
V - Y 610 0
Y - U 2264 0
Y - Z 100 -2024
C - Y 1471 0
U - Z 0 -1124
Z - T 2132 0
Z -AA 0 -4084
D -AB 335 -1554
T -AA 0 -790
AA- S 1290 0
AA-AC 0 -5334
E -AF 365 -1120
AB-AF 333 -1532
S -AC 17 -511
Webs Tens.Comp.
AE-AG 0 -5911
AF- F 393 -81
AF- G 274 -2136
AG-AH 0 -5887
Q -AH 805 -10
AH- P 5 -598
AH-AI 0 -5143
P -AI 1500 0
AI- O 0 -865
AI-AJ 14 -3679
O -AJ 2296 0
AJ- N 0 -1258
AJ-AK 329 -1428
N -AK 1978 -106
AK- H 887 -131
AK- M 502 -290
M - I 1863 -444
I - L 352 -2955
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.44 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.510 AD 808 240
VERT(CL):1.025 AD 402 180
HORZ(LL):0.159 Y - -
HORZ(TL):0.356 Y - -
Creep Factor: 2.0
Max TC CSI:0.548
Max BC CSI:0.656
Max Web CSI:0.847
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D07
Ply: 1
Qty:3
SEQN:136033 COMN
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T98
DrwNo:353.22.1123.04133
/FV 12/19/2022
T2
T3
T4
T5
T7
B3
W2
W3
W4
W5
W6 W8
W12
W23
W26
W28
W29
W30
21'8"14 8'0"1234'4"8
11'8"8
11'8"8
13'9"9
2'1"1
20'6"8
6'8"15
22'6"8
2'
34'4"8
11'10"
4'6"
4'6"
10'6"
6'
23'0"6
12'6"6
32'7"15
9'7"9
34'4"8
1'8"93'6"143'6"19'4"125'6"101'4"3'3"811'20'10"
A
B
C
D
E F
G
H
I
J
KLMNOPQRSTUVWX
Y Z AA
AB
AC ADAE
AF
AG AH AI AJ AK
6.5 12
5X6
4X8 7X6
12X14
4X6
2X10
6X8 8X84X10
4X8
4X104X5
7X62X4
4X5 2X43X8
3X5
5X5
4X10
H1014
3X5
4X63X10 4X84X10 5X10
2X10
4X8
H1021
4X10
4X8
4X10
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AC- R 636 -41
AC-AD 0 -5911
AD-AE 0 -5911
L - J 2620 -441
J - K 490 -3075
Job Number:22-8577
Saas
Truss Label:D07
Ply: 1
Qty:3
SEQN:136033 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T98
DrwNo:353.22.1123.04133
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
AC- R 636 -41
AC-AD 0 -5911
AD-AE 0 -5911
L - J 2620 -441
J - K 490 -3075
Job Number:22-8577
Saas
Truss Label:D07
Ply: 1
Qty:3
SEQN:136033 COMN
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T98
DrwNo:353.22.1123.04133
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T2,T8 2x8 SP 2400f-2.0E; T4,T6 2x4 SP M-31;
T5 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W3,W4,W5,W10,W20,W21,W22,W23 2x4 SP M-31; W6,W8,W17,W19 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 8-7-2 to 30-4-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 2851 /-/-/1003 /309 /321
AI 3201 /-/-/1003 /309 /-
Wind reactions based on MWFRS
X Brg Wid = 5.5 Min Req =2.4 (Truss)
AI Brg Wid = 5.5 Min Req =2.7 (Truss)
Bearings X & AI are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 2994 -387
D - E 2541 -4501
I - J 2179 -497
J - K 1322 -3690
A - B 370 -2568
B - C 1180 -234
Chords Tens.Comp.
B - C 498 -4030
E - F 60 -1156
F - G 162 -539
G - H 89 -696
K - L 259 -1701
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 2252 -352
V - U 2245 -254
U - T 2245 -254
T - S 5590 0
S - R 8445 0
Chords Tens.Comp.
R - Q 7611 0
Q - P 5015 -57
P - O 1843 -287
O - N 1580 -214
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 357 -2771
A - W 2622 -291
W -B 204 -1636
B - V 489 -272
V - Y 537 -91
Y - T 3274 0
Y - Z 0 -3086
D - Y 1490 -29
E -AA 590 -1617
T - Z 11 -1010
Z - S 2402 0
Z -AB 0 -5384
F -AE 379 -1176
AA-AE 587 -1595
S -AD 77 -817
AB-AC 0 -5384
Webs Tens.Comp.
AC-AD 0 -5384
AD-AF 0 -5990
R -AF 915 -29
AE- G 408 -87
AE- H 545 -2242
AF- Q 7 -610
AF-AG 0 -5160
Q -AG 2693 0
AG- P 0 -1156
AG-AH 204 -2542
P -AH 3053 0
AH- J 992 -143
O - K 1770 -117
K - N 201 -2926
N - L 2628 -293
L - M 349 -3089
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.562 AD 742 240
VERT(CL):1.068 AD 390 180
HORZ(LL):0.166 Y - -
HORZ(TL):0.372 Y - -
Creep Factor: 2.0
Max TC CSI:0.578
Max BC CSI:0.691
Max Web CSI:0.891
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D08
Ply: 1
Qty:2
SEQN:135673 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T27
DrwNo:353.22.1123.17080
/FV 12/19/2022
T2
T4
T5
T6
T8
B3
W2
W3
W4
W5
W6 W8
W10
W17 W19
W20
W21
W22
W23
21'8"14 8'0"1234'9"
11'11"8
11'11"8
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
34'9"
11'11"8
4'6"
4'6"
10'
5'6"
23'3"6
13'3"6
30'7"8
7'4"2
32'9"11
2'2"3
34'9"
1'11"53'5"45'6"101'4"3'3"811'20'10"
A
B C
D
E
F G
H
I
J K
L
MNOPQRSTUVWX
Y Z
AA
AB ACAD
AE
AF AG AH
AI
6.5 12
6X6
4X8 7X6
12X14
4X5
2.5X6(**)
4X5
2X10
7X6 5X5
3X10
7X66X6
7X62X4
2X46X10
3X5 3X5
5X5
4X10
3X5H1014
4X4
6X67X6
4X5
7X6
2X10
4X8(**)
H1021
6X6
4X8
4X10
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T2,T8 2x8 SP 2400f-2.0E; T4,T6 2x4 SP M-31;
T5 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W3,W4,W5,W10,W20,W21,W22,W23 2x4 SP M-31; W6,W8,W17,W19 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Attic room loading from 8-7-2 to 30-4-0: Live Load: 40
PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls:10 PSF
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 2851 /-/-/1003 /309 /321
AI 3201 /-/-/1003 /309 /-
Wind reactions based on MWFRS
X Brg Wid = 5.5 Min Req =2.4 (Truss)
AI Brg Wid = 5.5 Min Req =2.7 (Truss)
Bearings X & AI are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 2994 -387
D - E 2541 -4501
I - J 2179 -497
J - K 1322 -3690
A - B 370 -2568
B - C 1180 -234
Chords Tens.Comp.
B - C 498 -4030
E - F 60 -1156
F - G 162 -539
G - H 89 -696
K - L 259 -1701
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 2252 -352
V - U 2245 -254
U - T 2245 -254
T - S 5590 0
S - R 8445 0
Chords Tens.Comp.
R - Q 7611 0
Q - P 5015 -57
P - O 1843 -287
O - N 1580 -214
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 357 -2771
A - W 2622 -291
W -B 204 -1636
B - V 489 -272
V - Y 537 -91
Y - T 3274 0
Y - Z 0 -3086
D - Y 1490 -29
E -AA 590 -1617
T - Z 11 -1010
Z - S 2402 0
Z -AB 0 -5384
F -AE 379 -1176
AA-AE 587 -1595
S -AD 77 -817
AB-AC 0 -5384
Webs Tens.Comp.
AC-AD 0 -5384
AD-AF 0 -5990
R -AF 915 -29
AE- G 408 -87
AE- H 545 -2242
AF- Q 7 -610
AF-AG 0 -5160
Q -AG 2693 0
AG- P 0 -1156
AG-AH 204 -2542
P -AH 3053 0
AH- J 992 -143
O - K 1770 -117
K - N 201 -2926
N - L 2628 -293
L - M 349 -3089
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.47 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.562 AD 742 240
VERT(CL):1.068 AD 390 180
HORZ(LL):0.166 Y - -
HORZ(TL):0.372 Y - -
Creep Factor: 2.0
Max TC CSI:0.578
Max BC CSI:0.691
Max Web CSI:0.891
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D08
Ply: 1
Qty:2
SEQN:135673 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T27
DrwNo:353.22.1123.17080
/FV 12/19/2022
T2
T4
T5
T6
T8
B3
W2
W3
W4
W5
W6 W8
W10
W17 W19
W20
W21
W22
W23
21'8"14 8'0"1234'9"
11'11"8
11'11"8
13'11"8
2'
20'9"8
6'10"
22'9"8
2'
34'9"
11'11"8
4'6"
4'6"
10'
5'6"
23'3"6
13'3"6
30'7"8
7'4"2
32'9"11
2'2"3
34'9"
1'11"53'5"45'6"101'4"3'3"811'20'10"
A
B C
D
E
F G
H
I
J K
L
MNOPQRSTUVWX
Y Z
AA
AB ACAD
AE
AF AG AH
AI
6.5 12
6X6
4X8 7X6
12X14
4X5
2.5X6(**)
4X5
2X10
7X6 5X5
3X10
7X66X6
7X62X4
2X46X10
3X5 3X5
5X5
4X10
3X5H1014
4X4
6X67X6
4X5
7X6
2X10
4X8(**)
H1021
6X6
4X8
4X10
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T1,T4 2x4 SP M-31;Bot chord: 2x4 SP #2; B1 2x4 SP M-31;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 13.02TC: From 37 plf at 13.02 to 37 plf at 17.37TC: From 74 plf at 17.37 to 74 plf at 34.75BC: From 20 plf at 0.00 to 20 plf at 13.02BC: From 10 plf at 13.02 to 10 plf at 17.02
BC: From 20 plf at 17.02 to 20 plf at 34.75BC: 63 lb Conc. Load at 13.02,15.02,17.02
Plating Notes
All plates are 2X4 except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AF 1293 /-/-/-/429 /-
CJ*122 /-/-/-/39 /-
Wind reactions based on MWFRS
AF Brg Wid = 5.5 Min Req =1.5 (Truss)
CJ Brg Wid = 193 Min Req =-
Bearings AF & AC are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 386 -1138
C - D 409 -1185
D - E 415 -1196
E - F 380 -1126
F - G 381 -1127
G - H 407 -1054
H - I 380 -997
I - J 385 -1006
J - K 361 -958
K - L 317 -836
L - M 317 -837
M - N 317 -837
Chords Tens.Comp.
N - O 317 -837
O - P 368 -964
P - Q 374 -977
Q - R 364 -951
R - S 389 -998
S - T 400 -1020
T - U 235 -601
U - V 244 -619
V - W 279 -690
W -X 266 -667
X - Y 228 -580
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AE-AD 1157 -370
Chords Tens.Comp.
AD-AC 1424 -399
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B -AI 1046 -360
AH-AJ 156 -393
AI-AJ 1012 -343
AJ-AK 1002 -338
AK-AN 1067 -329
AN-AE 1061 -322
BB-AD 139 -431
BE-BI 165 -454
BI-BJ 181 -497
BJ-BN 475 -229
BJ-AC 212 -582
BN-BQ 475 -229
BQ-BT 475 -229
BT-BU 707 -315
Webs Tens.Comp.
BU-BV 708 -316
BV-BY 420 -178
BY-CB 420 -178
BZ-CA 406 -121
CA- T 410 -118
CB-CD 420 -178
T -CD 325 -761
CD-AB 365 -845
CD-CE 417 -178
CE-CF 416 -178
CF-CG 413 -176
CG-CH 533 -213
CH-CI 595 -240
CI- Y 632 -266
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.065 I 999 240
VERT(CL):0.156 I 999 180
HORZ(LL):0.034 E - -
HORZ(TL):0.080 E - -
Creep Factor: 2.0
Max TC CSI:0.626
Max BC CSI:0.473
Max Web CSI:0.716
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D09
Ply: 1
Qty:1
SEQN:135830 GABL
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T93
DrwNo:353.22.1124.38973
/FV 12/19/2022
SC1
T1
T4
SC2
B1
34'9"
3'4"8 2'(TYP)
1'11"15
1'4"13
7"4 1'2"12
3'10"5
3'10"5
7'4"11
3'6"6
13'4"7
5'11"12
14'6"14
1'2"7
20'2"2
5'7"5
27'3"13
7'1"11
30'10"11
3'6"13
34'9"
3'10"5
6'0"12
6'0"12
7'1"11
1'0"15
14'7"8
7'5"13
27'7"5
12'11"13
34'9"
7'1"11
4'
(NNL)
4'
(NNL)3'5"411'(a)
(a)
(a)
20'10"
AB
C
D E F
G
H
I
J K L M N O
P
Q
R
S T
U
V W
X
Y
Z
AAABACADAEAF
AG
AH
AI
AJAK AN
BB BE
BF
BI BJ BN BQ BT BU
BV
BY
BZ
CA
CB CD CE CFCGCH
CI
CJ
6.5 12
2X4(**)3X4
2.5X6
3X4
3X4
2X4(**)3X43X4
3X4 2.5X6
5X6
3X4
5X6
5X6
5X5
5X10
5X53X4
4X55X6
3X4
3X45X66X8
5X5
3X53X4
5X63X4
3X4 3X4
2X4(**)3X4
2.5X6
++
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T1,T4 2x4 SP M-31;Bot chord: 2x4 SP #2; B1 2x4 SP M-31;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 13.02TC: From 37 plf at 13.02 to 37 plf at 17.37TC: From 74 plf at 17.37 to 74 plf at 34.75BC: From 20 plf at 0.00 to 20 plf at 13.02BC: From 10 plf at 13.02 to 10 plf at 17.02
BC: From 20 plf at 17.02 to 20 plf at 34.75BC: 63 lb Conc. Load at 13.02,15.02,17.02
Plating Notes
All plates are 2X4 except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AF 1293 /-/-/-/429 /-
CJ*122 /-/-/-/39 /-
Wind reactions based on MWFRS
AF Brg Wid = 5.5 Min Req =1.5 (Truss)
CJ Brg Wid = 193 Min Req =-
Bearings AF & AC are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 386 -1138
C - D 409 -1185
D - E 415 -1196
E - F 380 -1126
F - G 381 -1127
G - H 407 -1054
H - I 380 -997
I - J 385 -1006
J - K 361 -958
K - L 317 -836
L - M 317 -837
M - N 317 -837
Chords Tens.Comp.
N - O 317 -837
O - P 368 -964
P - Q 374 -977
Q - R 364 -951
R - S 389 -998
S - T 400 -1020
T - U 235 -601
U - V 244 -619
V - W 279 -690
W -X 266 -667
X - Y 228 -580
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AE-AD 1157 -370
Chords Tens.Comp.
AD-AC 1424 -399
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B -AI 1046 -360
AH-AJ 156 -393
AI-AJ 1012 -343
AJ-AK 1002 -338
AK-AN 1067 -329
AN-AE 1061 -322
BB-AD 139 -431
BE-BI 165 -454
BI-BJ 181 -497
BJ-BN 475 -229
BJ-AC 212 -582
BN-BQ 475 -229
BQ-BT 475 -229
BT-BU 707 -315
Webs Tens.Comp.
BU-BV 708 -316
BV-BY 420 -178
BY-CB 420 -178
BZ-CA 406 -121
CA- T 410 -118
CB-CD 420 -178
T -CD 325 -761
CD-AB 365 -845
CD-CE 417 -178
CE-CF 416 -178
CF-CG 413 -176
CG-CH 533 -213
CH-CI 595 -240
CI- Y 632 -266
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.065 I 999 240
VERT(CL):0.156 I 999 180
HORZ(LL):0.034 E - -
HORZ(TL):0.080 E - -
Creep Factor: 2.0
Max TC CSI:0.626
Max BC CSI:0.473
Max Web CSI:0.716
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:D09
Ply: 1
Qty:1
SEQN:135830 GABL
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T93
DrwNo:353.22.1124.38973
/FV 12/19/2022
SC1
T1
T4
SC2
B1
34'9"
3'4"8 2'(TYP)
1'11"15
1'4"13
7"4 1'2"12
3'10"5
3'10"5
7'4"11
3'6"6
13'4"7
5'11"12
14'6"14
1'2"7
20'2"2
5'7"5
27'3"13
7'1"11
30'10"11
3'6"13
34'9"
3'10"5
6'0"12
6'0"12
7'1"11
1'0"15
14'7"8
7'5"13
27'7"5
12'11"13
34'9"
7'1"11
4'
(NNL)
4'
(NNL)3'5"411'(a)
(a)
(a)
20'10"
AB
C
D E F
G
H
I
J K L M N O
P
Q
R
S T
U
V W
X
Y
Z
AAABACADAEAF
AG
AH
AI
AJAK AN
BB BE
BF
BI BJ BN BQ BT BU
BV
BY
BZ
CA
CB CD CE CFCGCH
CI
CJ
6.5 12
2X4(**)3X4
2.5X6
3X4
3X4
2X4(**)3X43X4
3X4 2.5X6
5X6
3X4
5X6
5X6
5X5
5X10
5X53X4
4X55X6
3X4
3X45X66X8
5X5
3X53X4
5X63X4
3X4 3X4
2X4(**)3X4
2.5X6
++
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AG 370 -1031
AF-AH 452 -1236
AG-AH 375 -1042
AD-BF 529 -170
Gables Tens.Comp.
BE-BF 496 -160
Z - Y 265 -620
Z -AA 266 -621
Job Number:22-8577
Saas
Truss Label:D09
Ply: 1
Qty:1
SEQN:135830 GABL
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T93
DrwNo:353.22.1124.38973
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AG 370 -1031
AF-AH 452 -1236
AG-AH 375 -1042
AD-BF 529 -170
Gables Tens.Comp.
BE-BF 496 -160
Z - Y 265 -620
Z -AA 266 -621
Job Number:22-8577
Saas
Truss Label:D09
Ply: 1
Qty:1
SEQN:135830 GABL
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T93
DrwNo:353.22.1124.38973
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookersand cladding load not to exceed 10.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*160 /-/-/125 /114 /29
I 256 /-/-/133 /102 /-
Wind reactions based on MWFRS
A Brg Wid = 132 Min Req =-
I Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - M 632 -551
Gables Tens.Comp.
K - F 322 -493
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 23.94 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.006 C 999 240
VERT(CL):0.006 G 999 180
HORZ(LL):-0.004 C - -
HORZ(TL):0.004 C - -
Creep Factor: 2.0
Max TC CSI:0.455
Max BC CSI:0.121
Max Web CSI:0.168
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:E01
Ply: 1
Qty:1
SEQN:135804 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T94
DrwNo:353.22.1124.42303
/FV 12/19/2022
SC1
SC2
11'3"8
1'7"12 2'
(TYP)
1"13
1"13
2'10"5
2'8"9
5'7"12
2'9"7
8'5"3
2'9"7
11'1"11
2'8"9
11'3"8
1"13
11'3"8
11'3"8
3'
(NNL)
3'
(NNL)
6"83'3"422'1"15
A
C D
E
F G
I
KM
6.5
12
3X4(C4)3X4(C4)
3X4
4X4
3X4
3X4(C4)3X4(C4)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookersand cladding load not to exceed 10.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*160 /-/-/125 /114 /29
I 256 /-/-/133 /102 /-
Wind reactions based on MWFRS
A Brg Wid = 132 Min Req =-
I Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - M 632 -551
Gables Tens.Comp.
K - F 322 -493
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 23.94 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.006 C 999 240
VERT(CL):0.006 G 999 180
HORZ(LL):-0.004 C - -
HORZ(TL):0.004 C - -
Creep Factor: 2.0
Max TC CSI:0.455
Max BC CSI:0.121
Max Web CSI:0.168
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:E01
Ply: 1
Qty:1
SEQN:135804 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T94
DrwNo:353.22.1124.42303
/FV 12/19/2022
SC1
SC2
11'3"8
1'7"12 2'
(TYP)
1"13
1"13
2'10"5
2'8"9
5'7"12
2'9"7
8'5"3
2'9"7
11'1"11
2'8"9
11'3"8
1"13
11'3"8
11'3"8
3'
(NNL)
3'
(NNL)
6"83'3"422'1"15
A
C D
E
F G
I
KM
6.5
12
3X4(C4)3X4(C4)
3X4
4X4
3X4
3X4(C4)3X4(C4)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 531 /-/-/329 /146 /81
C 531 /-/-/329 /146 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req =1.5 (Truss)
C Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 392 -683
Chords Tens.Comp.
B - C 391 -683
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - D 520 -234
Chords Tens.Comp.
D - C 520 -234
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 24.23 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 D 999 240
VERT(CL):0.015 D 999 180
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.377
Max BC CSI:0.322
Max Web CSI:0.094
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:E02
Ply: 1
Qty:2
SEQN:135802 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T100
DrwNo:353.22.1124.44427
/FV 12/19/2022
11'3"8
5'7"12
5'7"12
11'3"8
5'7"12
5'7"12
5'7"12
11'3"8
5'7"12
6"83'7"322'1"15
A
B
C
D
6.5
12
3X4(B2)
4X5
2X4 3X4(B2)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 531 /-/-/329 /146 /81
C 531 /-/-/329 /146 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req =1.5 (Truss)
C Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 392 -683
Chords Tens.Comp.
B - C 391 -683
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - D 520 -234
Chords Tens.Comp.
D - C 520 -234
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 24.23 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 D 999 240
VERT(CL):0.015 D 999 180
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.377
Max BC CSI:0.322
Max Web CSI:0.094
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:E02
Ply: 1
Qty:2
SEQN:135802 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T100
DrwNo:353.22.1124.44427
/FV 12/19/2022
11'3"8
5'7"12
5'7"12
11'3"8
5'7"12
5'7"12
5'7"12
11'3"8
5'7"12
6"83'7"322'1"15
A
B
C
D
6.5
12
3X4(B2)
4X5
2X4 3X4(B2)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y*111 /-/-/-/-/-
N 31 /-/-/-/-/-
Y Brg Wid = 207 Min Req =-
N Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings Y & O are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 J 999 480
VERT(CL):0.000 H 999 360
HORZ(LL):-0.001 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.186
Max BC CSI:0.043
Max Web CSI:0.047
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F01
Ply: 1
Qty:1
SEQN:15570 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T13
DrwNo:353.22.1124.51180
/FV 12/19/2022
3"8
17'11"8
10"4 2'
(TYP)1'4"9'1"8
A G L
NTY
1X4
2X4 W=3X4
W=3X4
2X4
1X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y*111 /-/-/-/-/-
N 31 /-/-/-/-/-
Y Brg Wid = 207 Min Req =-
N Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings Y & O are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 J 999 480
VERT(CL):0.000 H 999 360
HORZ(LL):-0.001 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.186
Max BC CSI:0.043
Max Web CSI:0.047
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F01
Ply: 1
Qty:1
SEQN:15570 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T13
DrwNo:353.22.1124.51180
/FV 12/19/2022
3"8
17'11"8
10"4 2'
(TYP)1'4"9'1"8
A G L
NTY
1X4
2X4 W=3X4
W=3X4
2X4
1X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP M-31;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 975 /-/-/-/-/-
K 975 /-/-/-/-/-
P Brg Wid = 8.0 Min Req =1.5 (Truss)
K Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings P & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1847
B - C 0 -1847
C - D 0 -3508
D - E 0 -3508
Chords Tens.Comp.
E - F 0 -2802
F - G 0 -2802
G - H 0 -2802
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 2943 0
N - M 2943 0
Chords Tens.Comp.
M - L 3434 0
L - K 1534 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Q - P 0 -968A - Q 0 -957
A - O 2034 0
O - C 0 -1212
Webs Tens.Comp.
C - M 625 0E - L 0 -699
L - H 1402 0
H - K 0 -1761
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.317 D 666 480
VERT(CL):0.436 D 484 360
HORZ(LL):0.037 B - -
HORZ(TL):0.051 B - -
Creep Factor: 2.0
Max TC CSI:0.586
Max BC CSI:0.434
Max Web CSI:0.667
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F02
Ply: 1
Qty:7
SEQN:135676 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T57
DrwNo:353.22.1125.02690
/FV 12/19/2022
W3
3"8
17'11"8
3"2'6"12
(TYP)
2'1"
3"1'4"+
9'1"8
A B C D E F G H I
KLMNOP
Q
1.5X34X6
2.5X6
1.5X3
4X10
2.5X6
W=H0308
1.5X3
2.5X6
3X4 W=3X41.5X3
3X10
3X8 4X6
4X6
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP M-31;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 975 /-/-/-/-/-
K 975 /-/-/-/-/-
P Brg Wid = 8.0 Min Req =1.5 (Truss)
K Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings P & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1847
B - C 0 -1847
C - D 0 -3508
D - E 0 -3508
Chords Tens.Comp.
E - F 0 -2802
F - G 0 -2802
G - H 0 -2802
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 2943 0
N - M 2943 0
Chords Tens.Comp.
M - L 3434 0
L - K 1534 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Q - P 0 -968A - Q 0 -957
A - O 2034 0
O - C 0 -1212
Webs Tens.Comp.
C - M 625 0E - L 0 -699
L - H 1402 0
H - K 0 -1761
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.317 D 666 480
VERT(CL):0.436 D 484 360
HORZ(LL):0.037 B - -
HORZ(TL):0.051 B - -
Creep Factor: 2.0
Max TC CSI:0.586
Max BC CSI:0.434
Max Web CSI:0.667
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F02
Ply: 1
Qty:7
SEQN:135676 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T57
DrwNo:353.22.1125.02690
/FV 12/19/2022
W3
3"8
17'11"8
3"2'6"12
(TYP)
2'1"
3"1'4"+
9'1"8
A B C D E F G H I
KLMNOP
Q
1.5X34X6
2.5X6
1.5X3
4X10
2.5X6
W=H0308
1.5X3
2.5X6
3X4 W=3X41.5X3
3X10
3X8 4X6
4X6
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP M-31; W15 4x2 SP #2;
Plating Notes
All plates are 1X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 931 /-/-/-/-/-
R 1226 /-/-/-/-/-
Q*54 /-/-/-/-/-
O 63 /-/-/-/-/-
Q /-1136
W Brg Wid = 8.0 Min Req =1.5 (Truss)
R Brg Wid = 8.0 Min Req =1.5 (Truss)
Q Brg Wid = 44.5 Min Req =-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings W, R, Q, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 -1724
B - C 0 -1724
C - D 0 -3152
D - E 0 -3152
E - F 0 -3152
Chords Tens.Comp.
F - G 0 -2194
G - H 0 -2194
H - I 524 0
I - J 524 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2703 0
U - T 2949 0
Chords Tens.Comp.
T - S 2949 0
S - R 830 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - W 0 -921
A - X 0 -900
A - V 1898 0
V - C 0 -1083
C - U 496 0
F - S 0 -834
Webs Tens.Comp.
S - H 1509 0
H - R 0 -1600
R - J 0 -973
J - K 1183 0
K - Q 978 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.282 D 737 480
VERT(CL):0.389 D 535 360
HORZ(LL):0.033 B - -
HORZ(TL):0.046 B - -
Creep Factor: 2.0
Max TC CSI:0.553
Max BC CSI:0.394
Max Web CSI:0.718
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F03
Ply: 1
Qty:1
SEQN:15594 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T2
DrwNo:353.22.1125.06667
/FV 12/19/2022
W3 W15
3"8
3"8
17'8"4"3'8"8 3"8
3"
2'6"12(TYP)
1'11"
3"8
0"12
0"12
1'10"12
1'10"12
3"
22'1'4"+
9'1"8
A B C D E F G H I J K L M
OPQRSTUVW
X
4X6
2X4 4X10
2.5X6
2.5X6
W=3X4 3X4
W=H03083X10
3X10
4X8(**)
3X4(**)3X4(**)
4X4(**)2.5X6
3X4
2X4
1X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP M-31; W15 4x2 SP #2;
Plating Notes
All plates are 1X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 931 /-/-/-/-/-
R 1226 /-/-/-/-/-
Q*54 /-/-/-/-/-
O 63 /-/-/-/-/-
Q /-1136
W Brg Wid = 8.0 Min Req =1.5 (Truss)
R Brg Wid = 8.0 Min Req =1.5 (Truss)
Q Brg Wid = 44.5 Min Req =-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings W, R, Q, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 -1724
B - C 0 -1724
C - D 0 -3152
D - E 0 -3152
E - F 0 -3152
Chords Tens.Comp.
F - G 0 -2194
G - H 0 -2194
H - I 524 0
I - J 524 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2703 0
U - T 2949 0
Chords Tens.Comp.
T - S 2949 0
S - R 830 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - W 0 -921
A - X 0 -900
A - V 1898 0
V - C 0 -1083
C - U 496 0
F - S 0 -834
Webs Tens.Comp.
S - H 1509 0
H - R 0 -1600
R - J 0 -973
J - K 1183 0
K - Q 978 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.282 D 737 480
VERT(CL):0.389 D 535 360
HORZ(LL):0.033 B - -
HORZ(TL):0.046 B - -
Creep Factor: 2.0
Max TC CSI:0.553
Max BC CSI:0.394
Max Web CSI:0.718
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F03
Ply: 1
Qty:1
SEQN:15594 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T2
DrwNo:353.22.1125.06667
/FV 12/19/2022
W3 W15
3"8
3"8
17'8"4"3'8"8 3"8
3"
2'6"12(TYP)
1'11"
3"8
0"12
0"12
1'10"12
1'10"12
3"
22'1'4"+
9'1"8
A B C D E F G H I J K L M
OPQRSTUVW
X
4X6
2X4 4X10
2.5X6
2.5X6
W=3X4 3X4
W=H03083X10
3X10
4X8(**)
3X4(**)3X4(**)
4X4(**)2.5X6
3X4
2X4
1X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3; W3 4x2 SP M-31; W15 4x2 SP #2;
Plating Notes
All plates are 1X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 931 /-/-/-/-/-
R 1336 /-/-/-/-/-
O 208 /-10 /-/-/-/-
Q /-1208
W Brg Wid = 8.0 Min Req =1.5 (Truss)
R Brg Wid = 8.0 Min Req =1.5 (Truss)
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings W, R, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1721
B - C 0 -1721
C - D 0 -3147
D - E 0 -3147
E - F 0 -3147
Chords Tens.Comp.
F - G 0 -2190
G - H 0 -2190
H - I 568 0
I - J 568 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2699 0
U - T 2943 0
T - S 2943 0
Chords Tens.Comp.
S - R 817 0
Q - P 0 -383
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - W 0 -921
A - X 0 -900
A - V 1897 0
V - C 0 -1081
C - U 495 0
F - S 0 -837
Webs Tens.Comp.
S - H 1524 0
H - R 0 -1608
R - J 0 -1052
J - K 1269 0
K - Q 1046 0
K - P 498 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.285 E 731 480
VERT(CL):0.393 E 529 360
HORZ(LL):0.033 B - -
HORZ(TL):0.046 B - -
Creep Factor: 2.0
Max TC CSI:0.553
Max BC CSI:0.883
Max Web CSI:0.726
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F04
Ply: 1
Qty:4
SEQN:15597 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T3
DrwNo:353.22.1125.13813
/FV 12/19/2022
B2
W3 W153"8
3"8
17'8"4'4"
3"
2'6"12(TYP)
1'11"
3"8
0"12
0"12
1'2"12 3"
22'1'4"+
9'1"8
A B C D E F G H I J K L M
OPQRSTUVW
X
1X44X6
2X4 4X10
2.5X6 W=3X4
2.5X6
3X4
W=H03083X10
3X10
4X8(**)
3X4(**)(I)3X4(**)
5X5(**)2.5X6
3X4
2X4
1X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3; W3 4x2 SP M-31; W15 4x2 SP #2;
Plating Notes
All plates are 1X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 931 /-/-/-/-/-
R 1336 /-/-/-/-/-
O 208 /-10 /-/-/-/-
Q /-1208
W Brg Wid = 8.0 Min Req =1.5 (Truss)
R Brg Wid = 8.0 Min Req =1.5 (Truss)
O Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings W, R, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1721
B - C 0 -1721
C - D 0 -3147
D - E 0 -3147
E - F 0 -3147
Chords Tens.Comp.
F - G 0 -2190
G - H 0 -2190
H - I 568 0
I - J 568 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2699 0
U - T 2943 0
T - S 2943 0
Chords Tens.Comp.
S - R 817 0
Q - P 0 -383
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - W 0 -921
A - X 0 -900
A - V 1897 0
V - C 0 -1081
C - U 495 0
F - S 0 -837
Webs Tens.Comp.
S - H 1524 0
H - R 0 -1608
R - J 0 -1052
J - K 1269 0
K - Q 1046 0
K - P 498 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.285 E 731 480
VERT(CL):0.393 E 529 360
HORZ(LL):0.033 B - -
HORZ(TL):0.046 B - -
Creep Factor: 2.0
Max TC CSI:0.553
Max BC CSI:0.883
Max Web CSI:0.726
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F04
Ply: 1
Qty:4
SEQN:15597 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T3
DrwNo:353.22.1125.13813
/FV 12/19/2022
B2
W3 W153"8
3"8
17'8"4'4"
3"
2'6"12(TYP)
1'11"
3"8
0"12
0"12
1'2"12 3"
22'1'4"+
9'1"8
A B C D E F G H I J K L M
OPQRSTUVW
X
1X44X6
2X4 4X10
2.5X6 W=3X4
2.5X6
3X4
W=H03083X10
3X10
4X8(**)
3X4(**)(I)3X4(**)
5X5(**)2.5X6
3X4
2X4
1X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AF 50 /-9 /-/-/-/-
AE*114 /-/-/-/-/-
R*105 /-/-/-/-/-
AF Brg Wid = 8.0 Min Req =1.5 (Truss)
AE Brg Wid = 207 Min Req =-
R Brg Wid = 48.0 Min Req =-
Bearings AF, AE, & U are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 C 999 360
HORZ(LL):0.001 L - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.181
Max BC CSI:0.046
Max Web CSI:0.047
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F05
Ply: 1
Qty:1
SEQN:15600 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T1
DrwNo:353.22.1125.21477
/FV 12/19/2022
3"8
3"8
8"17'4"4'
10"8 2'(TYP)
10"12
3"17'7"12 3'10"4 3"
22'1'4"1'9'1"8
A G LM P
RUYAEAF
1X4
2X4
W=3X4
W=3X4 2X4
1X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AF 50 /-9 /-/-/-/-
AE*114 /-/-/-/-/-
R*105 /-/-/-/-/-
AF Brg Wid = 8.0 Min Req =1.5 (Truss)
AE Brg Wid = 207 Min Req =-
R Brg Wid = 48.0 Min Req =-
Bearings AF, AE, & U are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 C 999 360
HORZ(LL):0.001 L - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.181
Max BC CSI:0.046
Max Web CSI:0.047
VIEW Ver: 21.02.01.1216.15
Job Number:22-8577
Saas
Truss Label:F05
Ply: 1
Qty:1
SEQN:15600 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T1
DrwNo:353.22.1125.21477
/FV 12/19/2022
3"8
3"8
8"17'4"4'
10"8 2'(TYP)
10"12
3"17'7"12 3'10"4 3"
22'1'4"1'9'1"8
A G LM P
RUYAEAF
1X4
2X4
W=3X4
W=3X4 2X4
1X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 293 /-/-/-/-/-
F 397 /-/-/-/-/-
E 115 /-/-/-/-/-
H Brg Wid = 7.5 Min Req =1.5 (Truss)
F Brg Wid = 8.0 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-
Bearings H & F are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 B 999 480
VERT(CL):0.024 B 999 360
HORZ(LL):-0.001 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.421
Max BC CSI:0.093
Max Web CSI:0.173
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F06
Ply: 1
Qty:2
SEQN:134601 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T5
DrwNo:353.22.1125.23257
/FV 12/19/2022
3"8
5'3"8 1'10"8
3"2'6"12 2'5"12 1'7"8
3"
7'2"1'4"10'1"8
A B C D
E
F
GH
1.5X33X4
2X4
1X4
2.5X6
3X4
1X4
2X4
2.5X6
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 293 /-/-/-/-/-
F 397 /-/-/-/-/-
E 115 /-/-/-/-/-
H Brg Wid = 7.5 Min Req =1.5 (Truss)
F Brg Wid = 8.0 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-
Bearings H & F are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 B 999 480
VERT(CL):0.024 B 999 360
HORZ(LL):-0.001 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.421
Max BC CSI:0.093
Max Web CSI:0.173
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F06
Ply: 1
Qty:2
SEQN:134601 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T5
DrwNo:353.22.1125.23257
/FV 12/19/2022
3"8
5'3"8 1'10"8
3"2'6"12 2'5"12 1'7"8
3"
7'2"1'4"10'1"8
A B C D
E
F
GH
1.5X33X4
2X4
1X4
2.5X6
3X4
1X4
2X4
2.5X6
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W2 2x4 SP #2; W4 2x4 SP M-31;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 3.50" o.c. (Each Row)
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 1400 plf at 0.00 to 1400 plf at 7.17BC: From 10 plf at 0.00 to 10 plf at 7.17
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 3419 /-/-/-/-/-
I 6768 /-/-/-/-/-
E 41 /-147 /-/-/-/-
H Brg Wid = 7.5 Min Req =2.0 (Truss)
I Brg Wid = 8.0 Min Req =4.0 (Truss)
E Brg Wid = -Min Req =-
Bearings H & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2132
B - C 0 -2132
Chords Tens.Comp.
C - D 816 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 0 -1669
A - G 2249 0B - G 0 -1634
Webs Tens.Comp.
G - C 2233 0
C - F 0 -2962F - D 0 -933
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.032 B 999 480
VERT(CL):0.043 B 999 360
HORZ(LL):-0.003 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.323
Max BC CSI:0.230
Max Web CSI:0.668
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F07
Ply: 2
Qty:1
SEQN:135550 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T47
DrwNo:353.22.1125.25867
/FV 12/19/2022
2 Complete Trusses Required
W2 W4
5'3"8 1'10"8
5"
5"
2'6"14
2'1"14
4'11"4
2'4"6
7'2"
2'2"12
2'6"14
2'6"14
5'5"4
2'10"6
7'2"
1'8"121'4"10'1"8
A B C D
EFGHI
3X10
2.5X6
2X4
H0710(I)
8X12
5X5
3X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W2 2x4 SP #2; W4 2x4 SP M-31;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 3.50" o.c. (Each Row)
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 1400 plf at 0.00 to 1400 plf at 7.17BC: From 10 plf at 0.00 to 10 plf at 7.17
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 3419 /-/-/-/-/-
I 6768 /-/-/-/-/-
E 41 /-147 /-/-/-/-
H Brg Wid = 7.5 Min Req =2.0 (Truss)
I Brg Wid = 8.0 Min Req =4.0 (Truss)
E Brg Wid = -Min Req =-
Bearings H & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2132
B - C 0 -2132
Chords Tens.Comp.
C - D 816 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 0 -1669
A - G 2249 0B - G 0 -1634
Webs Tens.Comp.
G - C 2233 0
C - F 0 -2962F - D 0 -933
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.032 B 999 480
VERT(CL):0.043 B 999 360
HORZ(LL):-0.003 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.323
Max BC CSI:0.230
Max Web CSI:0.668
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F07
Ply: 2
Qty:1
SEQN:135550 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T47
DrwNo:353.22.1125.25867
/FV 12/19/2022
2 Complete Trusses Required
W2 W4
5'3"8 1'10"8
5"
5"
2'6"14
2'1"14
4'11"4
2'4"6
7'2"
2'2"12
2'6"14
2'6"14
5'5"4
2'10"6
7'2"
1'8"121'4"10'1"8
A B C D
EFGHI
3X10
2.5X6
2X4
H0710(I)
8X12
5X5
3X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W6 2x4 SP M-31;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 3.50" o.c. (Each Row)
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 1400 plf at 0.00 to 1400 plf at 7.17BC: From 10 plf at 0.00 to 10 plf at 7.17
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 5052 /-/-/-/-/-
E 5052 /-/-/-/-/-
H Brg Wid = 7.5 Min Req =2.1 (Truss)
E Brg Wid = -Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -4114
B - C 0 -4114
Chords Tens.Comp.
C - D 0 -3771
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
G - F 4259 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 0 -2478
A - G 4392 0
B - G 0 -1571
Webs Tens.Comp.
C - F 0 -1675
F - D 4060 0
D - E 0 -2474
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 C 999 480
VERT(CL):0.086 C 999 360
HORZ(LL):0.011 A - -
HORZ(TL):0.015 A - -
Creep Factor: 2.0
Max TC CSI:0.359
Max BC CSI:0.643
Max Web CSI:0.523
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F08
Ply: 2
Qty:1
SEQN:135542 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T45
DrwNo:353.22.1125.28560
/FV 12/19/2022
2 Complete Trusses Required
W2 W6
7'2"
5"
5"
2'5"4
2'0"4
4'7"
2'1"12
6'9"
2'2"
7'2"
5"
2'5"4
2'5"4
5'
2'6"12
7'2"
2'2"1'4"10'1"8
A B C D
EFGH
5X10
4X5
2X4
8X14
4X4
5X10
5X10
4X5
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W6 2x4 SP M-31;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 3.50" o.c. (Each Row)
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 1400 plf at 0.00 to 1400 plf at 7.17BC: From 10 plf at 0.00 to 10 plf at 7.17
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 5052 /-/-/-/-/-
E 5052 /-/-/-/-/-
H Brg Wid = 7.5 Min Req =2.1 (Truss)
E Brg Wid = -Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -4114
B - C 0 -4114
Chords Tens.Comp.
C - D 0 -3771
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
G - F 4259 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 0 -2478
A - G 4392 0
B - G 0 -1571
Webs Tens.Comp.
C - F 0 -1675
F - D 4060 0
D - E 0 -2474
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 C 999 480
VERT(CL):0.086 C 999 360
HORZ(LL):0.011 A - -
HORZ(TL):0.015 A - -
Creep Factor: 2.0
Max TC CSI:0.359
Max BC CSI:0.643
Max Web CSI:0.523
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F08
Ply: 2
Qty:1
SEQN:135542 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T45
DrwNo:353.22.1125.28560
/FV 12/19/2022
2 Complete Trusses Required
W2 W6
7'2"
5"
5"
2'5"4
2'0"4
4'7"
2'1"12
6'9"
2'2"
7'2"
5"
2'5"4
2'5"4
5'
2'6"12
7'2"
2'2"1'4"10'1"8
A B C D
EFGH
5X10
4X5
2X4
8X14
4X4
5X10
5X10
4X5
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W13 2x4 SP #2; W14,W16 2x4 SP M-31;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @ 8.25" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.00 to 600 plf at 14.58
TC: From 100 plf at 14.58 to 100 plf at 20.17TC: From 600 plf at 20.17 to 600 plf at 34.75BC: From 10 plf at 0.00 to 10 plf at 34.75TC: 115 lb Conc. Load at 16.31,18.31BC: 5052 lb Conc. Load at 14.40BC: 41 lb Conc. Load at 20.35
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AH 4001 /-/-/-/-/-
AA 13380 /-/-/-/-/-
AI 6118 /-/-/-/-/-
AJ 1268 /-/-/-/-/-
AH Brg Wid = 7.5 Min Req =1.5 (Truss)
AA Brg Wid = 8.0 Min Req =3.7 (Truss)
AI Brg Wid = 8.0 Min Req =1.7 (Truss)
AJ Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings AH, AA, AI, & AJ are a rigidsurface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 -2431
B - C 0 -3889
C - D 0 -4196
D - E 0 -3433
E - F 271 -1516
F - G 1984 0
G - H 5036 0
H - I 2897 0
Chords Tens.Comp.
I - J 2897 0
J - K 1448 -1071
K - L 726 -1631
L - M 167 -1379
N - O 1604 -233
O - P 564 -450
P - Q 0 -388
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AG-AF 2757 0
AF-AE 4046 0
AE-AD 4227 0
AD-AC 3321 0
AC-AB 1295 -351
AB-AA 0 -2376
AA- Z 0 -4738
Chords Tens.Comp.
Z - Y 974 -1558
Y - X 1643 -815
X - W 1526 -213
W -V 502 0
V - U 260 -1241
U - T 457 -638
T - S 459 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AH 0 -1219
A -AG 2599 0
AG- B 0 -1120
B -AF 1247 0
AF- C 0 -541
D -AD 0 -995
AD- E 434 0
E -AC 0 -2102
AC- F 823 0
Webs Tens.Comp.
Z - J 0 -2139
J - Y 639 0
Y - K 0 -1275
X - L 118 -575
L - W 160 -505
W -M 998 -341
M - V 48 -908
V - N 1647 -123
N - U 0 -1246
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.215 AE 862 480
VERT(CL):0.289 AE 642 360
HORZ(LL):0.037 A - -
HORZ(TL):0.051 A - -
Creep Factor: 2.0
Max TC CSI:0.693
Max BC CSI:0.406
Max Web CSI:0.784
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F09
Ply: 3
Qty:1
SEQN:135613 FLAT
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T31
DrwNo:353.22.1125.44927
/FV 12/19/2022
3 Complete Trusses Required
T2
W2 W13
W14
W16
15'7"8 13'6'1"8
5"
5"
2'7"12
2'2"12
5'
2'4"4
7'4"4
2'4"4
9'8"8
2'4"4
12'0"12
2'4"4
14'5"8
2'4"12
15'9"4
1'3"12
17'9"8
2'0"4
20'1"4
2'3"12
21'11"12
1'10"8
24'1"12
2'2"
26'3"12
2'2"
28'5"4
2'1"8
30'5"11
2'0"7
32'5"9
1'11"15
34'9"
2'3"7
2'2"12
2'2"12
4'8"8
2'5"12
7'0"12
2'4"4
9'5"
2'4"4
11'9"4
2'4"4
14'1"
2'3"12
15'5"4
1'4"4
17'9"8
2'4"4
20'6"4
2'8"12
22'3"4
1'9"
24'5"4
2'2"
26'7"4
2'2"
28'9"4
2'2"
30'9"3
1'11"15
32'9"1
1'11"15
34'9"
1'11"15
1'4"10'1"8
A B C D E F G H I J K L M N O P Q
RSTUVWXYZAAABACADAEAFAGAHAIAJ
3X10
4X10
4X5
4X5 7X6
4X6
4X6
6X8
7X8
7X8
6X8
5X6 2X4
8X10
3X10
3X5
3X5 5X5
3X5
4X4
8X8
4X8
2.5X6
3X5
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W13 2x4 SP #2; W14,W16 2x4 SP M-31;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @ 8.25" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.00 to 600 plf at 14.58
TC: From 100 plf at 14.58 to 100 plf at 20.17TC: From 600 plf at 20.17 to 600 plf at 34.75BC: From 10 plf at 0.00 to 10 plf at 34.75TC: 115 lb Conc. Load at 16.31,18.31BC: 5052 lb Conc. Load at 14.40BC: 41 lb Conc. Load at 20.35
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AH 4001 /-/-/-/-/-
AA 13380 /-/-/-/-/-
AI 6118 /-/-/-/-/-
AJ 1268 /-/-/-/-/-
AH Brg Wid = 7.5 Min Req =1.5 (Truss)
AA Brg Wid = 8.0 Min Req =3.7 (Truss)
AI Brg Wid = 8.0 Min Req =1.7 (Truss)
AJ Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings AH, AA, AI, & AJ are a rigidsurface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - B 0 -2431
B - C 0 -3889
C - D 0 -4196
D - E 0 -3433
E - F 271 -1516
F - G 1984 0
G - H 5036 0
H - I 2897 0
Chords Tens.Comp.
I - J 2897 0
J - K 1448 -1071
K - L 726 -1631
L - M 167 -1379
N - O 1604 -233
O - P 564 -450
P - Q 0 -388
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AG-AF 2757 0
AF-AE 4046 0
AE-AD 4227 0
AD-AC 3321 0
AC-AB 1295 -351
AB-AA 0 -2376
AA- Z 0 -4738
Chords Tens.Comp.
Z - Y 974 -1558
Y - X 1643 -815
X - W 1526 -213
W -V 502 0
V - U 260 -1241
U - T 457 -638
T - S 459 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AH 0 -1219
A -AG 2599 0
AG- B 0 -1120
B -AF 1247 0
AF- C 0 -541
D -AD 0 -995
AD- E 434 0
E -AC 0 -2102
AC- F 823 0
Webs Tens.Comp.
Z - J 0 -2139
J - Y 639 0
Y - K 0 -1275
X - L 118 -575
L - W 160 -505
W -M 998 -341
M - V 48 -908
V - N 1647 -123
N - U 0 -1246
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.215 AE 862 480
VERT(CL):0.289 AE 642 360
HORZ(LL):0.037 A - -
HORZ(TL):0.051 A - -
Creep Factor: 2.0
Max TC CSI:0.693
Max BC CSI:0.406
Max Web CSI:0.784
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F09
Ply: 3
Qty:1
SEQN:135613 FLAT
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T31
DrwNo:353.22.1125.44927
/FV 12/19/2022
3 Complete Trusses Required
T2
W2 W13
W14
W16
15'7"8 13'6'1"8
5"
5"
2'7"12
2'2"12
5'
2'4"4
7'4"4
2'4"4
9'8"8
2'4"4
12'0"12
2'4"4
14'5"8
2'4"12
15'9"4
1'3"12
17'9"8
2'0"4
20'1"4
2'3"12
21'11"12
1'10"8
24'1"12
2'2"
26'3"12
2'2"
28'5"4
2'1"8
30'5"11
2'0"7
32'5"9
1'11"15
34'9"
2'3"7
2'2"12
2'2"12
4'8"8
2'5"12
7'0"12
2'4"4
9'5"
2'4"4
11'9"4
2'4"4
14'1"
2'3"12
15'5"4
1'4"4
17'9"8
2'4"4
20'6"4
2'8"12
22'3"4
1'9"
24'5"4
2'2"
26'7"4
2'2"
28'9"4
2'2"
30'9"3
1'11"15
32'9"1
1'11"15
34'9"
1'11"15
1'4"10'1"8
A B C D E F G H I J K L M N O P Q
RSTUVWXYZAAABACADAEAFAGAHAIAJ
3X10
4X10
4X5
4X5 7X6
4X6
4X6
6X8
7X8
7X8
6X8
5X6 2X4
8X10
3X10
3X5
3X5 5X5
3X5
4X4
8X8
4X8
2.5X6
3X5
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
F -AB 0 -2929
AB- G 2556 0
G -AA 0 -4108
AA- H 0 -1021
H - Z 2038 0
U - O 0 -1109
T - P 25 -724
S - Q 420 0
Q - R 0 -379
Job Number:22-8577
Saas
Truss Label:F09
Ply: 3
Qty:1
SEQN:135613 FLAT
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T31
DrwNo:353.22.1125.44927
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
F -AB 0 -2929
AB- G 2556 0
G -AA 0 -4108
AA- H 0 -1021
H - Z 2038 0
U - O 0 -1109
T - P 25 -724
S - Q 420 0
Q - R 0 -379
Job Number:22-8577
Saas
Truss Label:F09
Ply: 3
Qty:1
SEQN:135613 FLAT
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T31
DrwNo:353.22.1125.44927
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 865 /-/-/-/-/-
J 865 /-/-/-/-/-
O Brg Wid = 7.5 Min Req =1.5 (Truss)
J Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1607
B - C 0 -1607
C - D 0 -2696
D - E 0 -2702
Chords Tens.Comp.
E - F 0 -2683
F - G 0 -1584
G - H 0 -1584
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2472 0
M - L 2702 0
Chords Tens.Comp.
L - K 2504 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - O 0 -868A - P 0 -851
A - N 1770 0
N - C 0 -956
C - M 522 -19
E - L 0 -595
Webs Tens.Comp.
L - F 773 0F - K 0 -1017
K - H 1744 0
H - I 0 -837
I - J 0 -842
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.273 D 685 480
VERT(CL):0.364 D 513 360
HORZ(LL):0.030 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.399
Max BC CSI:0.406
Max Web CSI:0.843
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F10
Ply: 1
Qty:4
SEQN:134595 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T22
DrwNo:353.22.1126.01437
/FV 12/19/2022
3"8
15'11"8
3"2'6"12
(TYP)
6"4 3"
8'
8'
10'
2'
15'11"8
5'11"8
1'4"+
10'1"8
A B C D E F G HI
JKLMNO
P
1.5X34X6
3X8
1X4
4X10
3X4
3X4
1X4 2X4
3X4
4X5 1X4
4X10
3X6
3X10
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 865 /-/-/-/-/-
J 865 /-/-/-/-/-
O Brg Wid = 7.5 Min Req =1.5 (Truss)
J Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1607
B - C 0 -1607
C - D 0 -2696
D - E 0 -2702
Chords Tens.Comp.
E - F 0 -2683
F - G 0 -1584
G - H 0 -1584
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2472 0
M - L 2702 0
Chords Tens.Comp.
L - K 2504 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - O 0 -868A - P 0 -851
A - N 1770 0
N - C 0 -956
C - M 522 -19
E - L 0 -595
Webs Tens.Comp.
L - F 773 0F - K 0 -1017
K - H 1744 0
H - I 0 -837
I - J 0 -842
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.273 D 685 480
VERT(CL):0.364 D 513 360
HORZ(LL):0.030 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.399
Max BC CSI:0.406
Max Web CSI:0.843
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F10
Ply: 1
Qty:4
SEQN:134595 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T22
DrwNo:353.22.1126.01437
/FV 12/19/2022
3"8
15'11"8
3"2'6"12
(TYP)
6"4 3"
8'
8'
10'
2'
15'11"8
5'11"8
1'4"+
10'1"8
A B C D E F G HI
JKLMNO
P
1.5X34X6
3X8
1X4
4X10
3X4
3X4
1X4 2X4
3X4
4X5 1X4
4X10
3X6
3X10
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.42" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1058 /-/-/-/-/-
L 1058 /-/-/-/-/-
S Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings S & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2014
B - C 0 -2014
C - D 0 -4059
D - E 0 -4074
E - F 0 -4074
Chords Tens.Comp.
F - G 0 -4024
G - H 0 -4024
H - I 0 -2018
I - J 0 -2018
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 3293 0Q - P 4074 0
P - O 4074 0
Chords Tens.Comp.
O - N 4077 0N - M 3296 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - S 0 -1053
A - T 0 -1036
A - R 2218 0
R - C 0 -1414
C - Q 1029 0
F - N 332 -544
Webs Tens.Comp.
N - H 805 0
H - M 0 -1413
M - J 2222 0
J - K 0 -1038
K - L 0 -1044
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.416 F 550 480
VERT(CL):0.572 F 400 360
HORZ(LL):0.042 M - -
HORZ(TL):0.058 M - -
Creep Factor: 2.0
Max TC CSI:0.378
Max BC CSI:0.591
Max Web CSI:0.627
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F11
Ply: 1
Qty:4
SEQN:134597 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T12
DrwNo:353.22.1126.04180
/FV 12/19/2022
W3 W143"8
19'5"8
3"2'6"12(TYP)
1'4"12 3"
8'
8'
10'
2'
19'5"8
9'5"8
1'4"+10'1"8
A B C D E F G H I JK
LMNOPQRS
T
1.5X34X8
2X4 4X12
3X6
2.5X6
W=3X4
W=H0310
3X4
3X6
3X6
4X12
4X8
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.42" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1058 /-/-/-/-/-
L 1058 /-/-/-/-/-
S Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 7.5 Min Req =1.5 (Truss)
Bearings S & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2014
B - C 0 -2014
C - D 0 -4059
D - E 0 -4074
E - F 0 -4074
Chords Tens.Comp.
F - G 0 -4024
G - H 0 -4024
H - I 0 -2018
I - J 0 -2018
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 3293 0Q - P 4074 0
P - O 4074 0
Chords Tens.Comp.
O - N 4077 0N - M 3296 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - S 0 -1053
A - T 0 -1036
A - R 2218 0
R - C 0 -1414
C - Q 1029 0
F - N 332 -544
Webs Tens.Comp.
N - H 805 0
H - M 0 -1413
M - J 2222 0
J - K 0 -1038
K - L 0 -1044
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.416 F 550 480
VERT(CL):0.572 F 400 360
HORZ(LL):0.042 M - -
HORZ(TL):0.058 M - -
Creep Factor: 2.0
Max TC CSI:0.378
Max BC CSI:0.591
Max Web CSI:0.627
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F11
Ply: 1
Qty:4
SEQN:134597 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T12
DrwNo:353.22.1126.04180
/FV 12/19/2022
W3 W143"8
19'5"8
3"2'6"12(TYP)
1'4"12 3"
8'
8'
10'
2'
19'5"8
9'5"8
1'4"+10'1"8
A B C D E F G H I JK
LMNOPQRS
T
1.5X34X8
2X4 4X12
3X6
2.5X6
W=3X4
W=H0310
3X4
3X6
3X6
4X12
4X8
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2 2x4 SP M-31; W4,W11,W13,W15,W19,W20 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 2.52
TC: From 50 plf at 2.52 to 50 plf at 16.52TC: From 100 plf at 16.52 to 100 plf at 19.21BC: From 10 plf at 0.00 to 10 plf at 2.52BC: From 5 plf at 2.52 to 5 plf at 16.52BC: From 10 plf at 16.52 to 10 plf at 19.21BC: 1077 lb Conc. Load at 2.52, 4.52, 6.52, 8.5210.52,12.52BC: 645 lb Conc. Load at 14.52,16.52
Plating Notes
All plates are 3X4 except as noted.
(I) - plates so marked were sized using 0% Fabrication
Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 3689 /-/-/-/-/-
L*2447 /-/-/-/-/-
L /-9313
W Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 26.5 Min Req =-
Bearings W & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2699
B - C 0 -4301
C - D 0 -5032
D - E 0 -4740
E - F 0 -4716
Chords Tens.Comp.
F - G 0 -4691
G - H 0 -2510
I - J 2728 0
J - K 4084 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2949 0
U - T 4416 0
T - S 4997 0
S - R 4997 0
R - Q 4716 0
Chords Tens.Comp.
Q - P 2781 0
P - O 379 0
O - N 0 -2342
N - M 0 -3644
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - W 0 -1136
A - V 2893 0
V - B 0 -857
B - U 1555 0
U - C 0 -395
C - T 709 0
Q - G 2115 0
G - P 0 -931
Webs Tens.Comp.
P - H 2422 0
H - O 0 -1233
O - I 2708 0
I - N 0 -1326
N - J 1500 0
J - M 0 -1510
M - K 0 -4814
K - L 2646 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.283 E 750 480
VERT(CL):0.389 E 545 360
HORZ(LL):0.045 A - -
HORZ(TL):0.062 A - -
Creep Factor: 2.0
Max TC CSI:0.595
Max BC CSI:0.561
Max Web CSI:0.775
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F12
Ply: 3
Qty:1
SEQN:135796 SPEC
FROM:
Cust: R215 JRef:1XLJ2150001 T96
DrwNo:353.22.1126.07447
/FV 12/19/2022
3 Complete Trusses Required
W2 W4 W11 W13 W15
W19
W20
19'2"8
5"
5"
2'9"12
2'4"12
4'8"
1'10"4
6'7"12
1'11"12
7'10"4
1'2"8
10'1"12
2'3"8
12'2"4
2'0"8
14'4"8
2'2"4
16'4"8
2'
17'4"14
1'0"6
19'2"8
1'9"10
2'3"4
2'3"4
4'4"8
2'1"4
6'4"4
1'11"12
7'1"2
8"14
7'8"8
7"6
10'5"
2'8"8
12'7"4
2'2"4
14'8"
2'0"12
16'8"
2'
17'9"14
1'1"14
19'2"8
1'4"101'4"10'1"8
A B C D E F G H I J K
LMNOPQRSTUVW
3X10
4X10
3X10
4X6 H0510(**)
2X4 5X5
3X10
3X10
6X6
7X6
7X6
7X6
4X6
4X6
5X10
7X8
4X8(**)(I)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2 2x4 SP M-31; W4,W11,W13,W15,W19,W20 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 2.52
TC: From 50 plf at 2.52 to 50 plf at 16.52TC: From 100 plf at 16.52 to 100 plf at 19.21BC: From 10 plf at 0.00 to 10 plf at 2.52BC: From 5 plf at 2.52 to 5 plf at 16.52BC: From 10 plf at 16.52 to 10 plf at 19.21BC: 1077 lb Conc. Load at 2.52, 4.52, 6.52, 8.5210.52,12.52BC: 645 lb Conc. Load at 14.52,16.52
Plating Notes
All plates are 3X4 except as noted.
(I) - plates so marked were sized using 0% Fabrication
Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 3689 /-/-/-/-/-
L*2447 /-/-/-/-/-
L /-9313
W Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 26.5 Min Req =-
Bearings W & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2699
B - C 0 -4301
C - D 0 -5032
D - E 0 -4740
E - F 0 -4716
Chords Tens.Comp.
F - G 0 -4691
G - H 0 -2510
I - J 2728 0
J - K 4084 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2949 0
U - T 4416 0
T - S 4997 0
S - R 4997 0
R - Q 4716 0
Chords Tens.Comp.
Q - P 2781 0
P - O 379 0
O - N 0 -2342
N - M 0 -3644
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - W 0 -1136
A - V 2893 0
V - B 0 -857
B - U 1555 0
U - C 0 -395
C - T 709 0
Q - G 2115 0
G - P 0 -931
Webs Tens.Comp.
P - H 2422 0
H - O 0 -1233
O - I 2708 0
I - N 0 -1326
N - J 1500 0
J - M 0 -1510
M - K 0 -4814
K - L 2646 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.283 E 750 480
VERT(CL):0.389 E 545 360
HORZ(LL):0.045 A - -
HORZ(TL):0.062 A - -
Creep Factor: 2.0
Max TC CSI:0.595
Max BC CSI:0.561
Max Web CSI:0.775
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F12
Ply: 3
Qty:1
SEQN:135796 SPEC
FROM:
Cust: R215 JRef:1XLJ2150001 T96
DrwNo:353.22.1126.07447
/FV 12/19/2022
3 Complete Trusses Required
W2 W4 W11 W13 W15
W19
W20
19'2"8
5"
5"
2'9"12
2'4"12
4'8"
1'10"4
6'7"12
1'11"12
7'10"4
1'2"8
10'1"12
2'3"8
12'2"4
2'0"8
14'4"8
2'2"4
16'4"8
2'
17'4"14
1'0"6
19'2"8
1'9"10
2'3"4
2'3"4
4'4"8
2'1"4
6'4"4
1'11"12
7'1"2
8"14
7'8"8
7"6
10'5"
2'8"8
12'7"4
2'2"4
14'8"
2'0"12
16'8"
2'
17'9"14
1'1"14
19'2"8
1'4"101'4"10'1"8
A B C D E F G H I J K
LMNOPQRSTUVW
3X10
4X10
3X10
4X6 H0510(**)
2X4 5X5
3X10
3X10
6X6
7X6
7X6
7X6
4X6
4X6
5X10
7X8
4X8(**)(I)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 3.25" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 800 plf at 0.00 to 800 plf at 12.33BC: From 10 plf at 0.00 to 10 plf at 12.33
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1767 /-/-/-/-/-
J*1065 /-/-/-/-/-
M 772 /-/-/-/-/-
L Brg Wid = 8.0 Min Req =1.5 (Truss)
J Brg Wid = 84.0 Min Req =-
M Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings L, J, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -914
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 1034 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -855
A - K 965 0
K - B 12 -445B - J 0 -1532
C - J 0 -910
Webs Tens.Comp.
J - D 0 -413
D - I 0 -747
E - H 0 -1040F - G 0 -382
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 B 999 480
VERT(CL):0.024 B 999 360
HORZ(LL):0.004 G - -
HORZ(TL):0.005 G - -
Creep Factor: 2.0
Max TC CSI:0.813
Max BC CSI:0.432
Max Web CSI:0.459
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F13
Ply: 2
Qty:1
SEQN:135558 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T14
DrwNo:353.22.1126.10330
/FV 12/19/2022
2 Complete Trusses Required
4'8"7'8"
2'8"6
2'8"6
4'11"9
2'3"2
7'2"11
2'3"2
9'7"10
2'4"14
12'4"
2'8"6
2'4"14
2'4"14
4'11"9
2'6"10
7'6"3
2'6"10
9'11"2
2'4"14
12'4"
2'4"141'4"10'1"8
A B C D E F
G
HIJ
KL M
3X5
2X4 3X5
4X4 2X4
4X10 2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 3.25" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 800 plf at 0.00 to 800 plf at 12.33BC: From 10 plf at 0.00 to 10 plf at 12.33
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1767 /-/-/-/-/-
J*1065 /-/-/-/-/-
M 772 /-/-/-/-/-
L Brg Wid = 8.0 Min Req =1.5 (Truss)
J Brg Wid = 84.0 Min Req =-
M Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings L, J, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -914
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 1034 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -855
A - K 965 0
K - B 12 -445B - J 0 -1532
C - J 0 -910
Webs Tens.Comp.
J - D 0 -413
D - I 0 -747
E - H 0 -1040F - G 0 -382
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 B 999 480
VERT(CL):0.024 B 999 360
HORZ(LL):0.004 G - -
HORZ(TL):0.005 G - -
Creep Factor: 2.0
Max TC CSI:0.813
Max BC CSI:0.432
Max Web CSI:0.459
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F13
Ply: 2
Qty:1
SEQN:135558 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T14
DrwNo:353.22.1126.10330
/FV 12/19/2022
2 Complete Trusses Required
4'8"7'8"
2'8"6
2'8"6
4'11"9
2'3"2
7'2"11
2'3"2
9'7"10
2'4"14
12'4"
2'8"6
2'4"14
2'4"14
4'11"9
2'6"10
7'6"3
2'6"10
9'11"2
2'4"14
12'4"
2'4"141'4"10'1"8
A B C D E F
G
HIJ
KL M
3X5
2X4 3X5
4X4 2X4
4X10 2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*184 /-/-/-/-/-
H 403 /-/-/-/-/-
L Brg Wid = 56.0 Min Req =-
H Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings L & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 457 0
B - C 457 0
C - D 0 -539
Chords Tens.Comp.
D - E 0 -547
E - F 0 -533
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 710 0
Chords Tens.Comp.
J - I 547 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - K 0 -501
K - C 0 -842
I - F 637 0
Webs Tens.Comp.
F - G 0 -408
G - H 0 -413
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.074 D 999 480
VERT(CL):0.107 D 761 360
HORZ(LL):0.011 C - -
HORZ(TL):0.015 C - -
Creep Factor: 2.0
Max TC CSI:0.646
Max BC CSI:0.437
Max Web CSI:0.303
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F14
Ply: 1
Qty:1
SEQN:134721 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T103
DrwNo:353.22.1126.17390
/FV 12/19/2022
3"8
11'8"
3"2'6"12
(TYP)
1'10"4
3"
8'
8'
9'6"
1'6"
11'8"
2'2"1'4"+
10'1"8
A B C D E FG
HIJ
K
L
1.5X3
2X4
1X4
2.5X6
1X4 1X4
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*184 /-/-/-/-/-
H 403 /-/-/-/-/-
L Brg Wid = 56.0 Min Req =-
H Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings L & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 457 0
B - C 457 0
C - D 0 -539
Chords Tens.Comp.
D - E 0 -547
E - F 0 -533
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 710 0
Chords Tens.Comp.
J - I 547 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - K 0 -501
K - C 0 -842
I - F 637 0
Webs Tens.Comp.
F - G 0 -408
G - H 0 -413
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.074 D 999 480
VERT(CL):0.107 D 761 360
HORZ(LL):0.011 C - -
HORZ(TL):0.015 C - -
Creep Factor: 2.0
Max TC CSI:0.646
Max BC CSI:0.437
Max Web CSI:0.303
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F14
Ply: 1
Qty:1
SEQN:134721 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T103
DrwNo:353.22.1126.17390
/FV 12/19/2022
3"8
11'8"
3"2'6"12
(TYP)
1'10"4
3"
8'
8'
9'6"
1'6"
11'8"
2'2"1'4"+
10'1"8
A B C D E FG
HIJ
K
L
1.5X3
2X4
1X4
2.5X6
1X4 1X4
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 645 /-/-/-/-/-
H 625 /-/-/-/-/-
L Brg Wid = -Min Req =-
H Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1078
B - C 0 -1078
C - D 0 -1079
Chords Tens.Comp.
D - E 0 -1075
E - F 0 -1051
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 1447 0
Chords Tens.Comp.
J - I 1075 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -647
A - K 1195 0
K - C 0 -408C - J 4 -455
Webs Tens.Comp.
E - I 0 -468
I - F 1255 0
F - G 0 -682G - H 0 -687
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.193 D 696 480
VERT(CL):0.272 D 494 360
HORZ(LL):0.026 B - -
HORZ(TL):0.038 B - -
Creep Factor: 2.0
Max TC CSI:0.430
Max BC CSI:0.409
Max Web CSI:0.598
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F15
Ply: 1
Qty:2
SEQN:134719 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T104
DrwNo:353.22.1126.20753
/FV 12/19/2022
3"8
11'8"
3"2'6"12
(TYP)
1'10"4
3"
8'
8'
9'6"
1'6"
11'8"
2'2"1'4"+
10'1"8
A B C D E FG
HIJKL
3X6
2X4
1X4
3X8
3X4
3X4
1X4 1.5X3
4X5
3X5
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 645 /-/-/-/-/-
H 625 /-/-/-/-/-
L Brg Wid = -Min Req =-
H Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1078
B - C 0 -1078
C - D 0 -1079
Chords Tens.Comp.
D - E 0 -1075
E - F 0 -1051
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 1447 0
Chords Tens.Comp.
J - I 1075 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -647
A - K 1195 0
K - C 0 -408C - J 4 -455
Webs Tens.Comp.
E - I 0 -468
I - F 1255 0
F - G 0 -682G - H 0 -687
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.193 D 696 480
VERT(CL):0.272 D 494 360
HORZ(LL):0.026 B - -
HORZ(TL):0.038 B - -
Creep Factor: 2.0
Max TC CSI:0.430
Max BC CSI:0.409
Max Web CSI:0.598
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F15
Ply: 1
Qty:2
SEQN:134719 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T104
DrwNo:353.22.1126.20753
/FV 12/19/2022
3"8
11'8"
3"2'6"12
(TYP)
1'10"4
3"
8'
8'
9'6"
1'6"
11'8"
2'2"1'4"+
10'1"8
A B C D E FG
HIJKL
3X6
2X4
1X4
3X8
3X4
3X4
1X4 1.5X3
4X5
3X5
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.43" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1077 /-/-/-/-/-
K 1077 /-/-/-/-/-
R Brg Wid = -Min Req =-
K Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1970B - C 0 -1970
C - D 0 -4047
D - E 0 -4063
E - F 0 -4012
Chords Tens.Comp.
F - G 0 -4012G - H 0 -4012
H - I 0 -1974
I - J 0 -1974
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 3264 0
P - O 4063 0O - N 4066 0
Chords Tens.Comp.
N - M 4066 0
M - L 3268 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - R 0 -1063
A - Q 2181 0
Q - C 0 -1430
C - P 1045 0
E - M 329 -543
Webs Tens.Comp.
M - H 823 0
H - L 0 -1430
L - J 2186 0
J - K 0 -1051
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.429 E 533 480
VERT(CL):0.541 E 422 360
HORZ(LL):0.042 L - -
HORZ(TL):0.058 L - -
Creep Factor: 2.0
Max TC CSI:0.682
Max BC CSI:0.595
Max Web CSI:0.617
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F16
Ply: 1
Qty:6
SEQN:135583 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T6
DrwNo:353.22.1126.23243
/FV 12/19/2022
T2
W3 W14
19'6"14
3"2'6"12
(TYP)
1'6"2 3"
8'
8'
10'
2'
19'6"14
9'6"14
1'4"+10'1"8
A B C D E F G H I J
KLMNOPQR
4X8
2X4 4X12
3X6
2.5X6
3X4
W=H03103X6
W=3X4 3X6
4X12
4X8
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.43" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1077 /-/-/-/-/-
K 1077 /-/-/-/-/-
R Brg Wid = -Min Req =-
K Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1970B - C 0 -1970
C - D 0 -4047
D - E 0 -4063
E - F 0 -4012
Chords Tens.Comp.
F - G 0 -4012G - H 0 -4012
H - I 0 -1974
I - J 0 -1974
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 3264 0
P - O 4063 0O - N 4066 0
Chords Tens.Comp.
N - M 4066 0
M - L 3268 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - R 0 -1063
A - Q 2181 0
Q - C 0 -1430
C - P 1045 0
E - M 329 -543
Webs Tens.Comp.
M - H 823 0
H - L 0 -1430
L - J 2186 0
J - K 0 -1051
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.429 E 533 480
VERT(CL):0.541 E 422 360
HORZ(LL):0.042 L - -
HORZ(TL):0.058 L - -
Creep Factor: 2.0
Max TC CSI:0.682
Max BC CSI:0.595
Max Web CSI:0.617
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F16
Ply: 1
Qty:6
SEQN:135583 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T6
DrwNo:353.22.1126.23243
/FV 12/19/2022
T2
W3 W14
19'6"14
3"2'6"12
(TYP)
1'6"2 3"
8'
8'
10'
2'
19'6"14
9'6"14
1'4"+10'1"8
A B C D E F G H I J
KLMNOPQR
4X8
2X4 4X12
3X6
2.5X6
3X4
W=H03103X6
W=3X4 3X6
4X12
4X8
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.42" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1051 /-/-/-/-/-
K 1071 /-/-/-/-/-
R Brg Wid = 8.0 Min Req =1.5 (Truss)
K Brg Wid = -Min Req =-
Bearing R is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2001
B - C 0 -2001
C - D 0 -4013
D - E 0 -4028
E - F 0 -3973
Chords Tens.Comp.
F - G 0 -3973
G - H 0 -3973
H - I 0 -1963
I - J 0 -1963
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 3266 0P - O 3266 0
O - N 4028 0
Chords Tens.Comp.
N - M 4030 0M - L 3245 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
S - R 0 -1046
A - S 0 -1030
A - Q 2203 0
Q - C 0 -1398
C - O 1011 0
Webs Tens.Comp.
E - M 326 -547
M - H 805 0
H - L 0 -1417
L - J 2173 0
J - K 0 -1045
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.415 E 548 480
VERT(CL):0.571 E 398 360
HORZ(LL):0.042 L - -
HORZ(TL):0.057 L - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.580
Max Web CSI:0.622
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F17
Ply: 1
Qty:2
SEQN:135585 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T95
DrwNo:353.22.1126.25300
/FV 12/19/2022
T2
W3 W143"8
19'4"14
3"2'6"12(TYP)
1'4"2 3"
8'
8'
10'
2'
19'4"14
9'4"14
1'4"+10'1"8
A B C D E F G H I J
KLMNOPQR
S
1.5X34X6
2X4 4X12
3X6
W=H03082.5X6
3X4
3X6
W=3X4 3X6
4X12
4X8
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.42" DL: 0.20". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1051 /-/-/-/-/-
K 1071 /-/-/-/-/-
R Brg Wid = 8.0 Min Req =1.5 (Truss)
K Brg Wid = -Min Req =-
Bearing R is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2001
B - C 0 -2001
C - D 0 -4013
D - E 0 -4028
E - F 0 -3973
Chords Tens.Comp.
F - G 0 -3973
G - H 0 -3973
H - I 0 -1963
I - J 0 -1963
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 3266 0P - O 3266 0
O - N 4028 0
Chords Tens.Comp.
N - M 4030 0M - L 3245 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
S - R 0 -1046
A - S 0 -1030
A - Q 2203 0
Q - C 0 -1398
C - O 1011 0
Webs Tens.Comp.
E - M 326 -547
M - H 805 0
H - L 0 -1417
L - J 2173 0
J - K 0 -1045
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.415 E 548 480
VERT(CL):0.571 E 398 360
HORZ(LL):0.042 L - -
HORZ(TL):0.057 L - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.580
Max Web CSI:0.622
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F17
Ply: 1
Qty:2
SEQN:135585 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T95
DrwNo:353.22.1126.25300
/FV 12/19/2022
T2
W3 W143"8
19'4"14
3"2'6"12(TYP)
1'4"2 3"
8'
8'
10'
2'
19'4"14
9'4"14
1'4"+10'1"8
A B C D E F G H I J
KLMNOPQR
S
1.5X34X6
2X4 4X12
3X6
W=H03082.5X6
3X4
3X6
W=3X4 3X6
4X12
4X8
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.44" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1071 /-/-/-/-/-
L 1071 /-/-/-/-/-
S Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2042
B - C 0 -2042
C - D 0 -4154
D - E 0 -4170
E - F 0 -4170
Chords Tens.Comp.
F - G 0 -4114
G - H 0 -4114
H - I 0 -2046
I - J 0 -2046
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 3350 0Q - P 4170 0
P - O 4170 0
Chords Tens.Comp.
O - N 4173 0N - M 3352 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - S 0 -1065
A - T 0 -1048
A - R 2248 0
R - C 0 -1446
C - Q 1070 0
F - N 330 -555
Webs Tens.Comp.
N - H 842 0
H - M 0 -1444
M - J 2253 0
J - K 0 -1051
K - L 0 -1057
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.440 F 527 480
VERT(CL):0.556 F 417 360
HORZ(LL):0.044 M - -
HORZ(TL):0.061 M - -
Creep Factor: 2.0
Max TC CSI:0.403
Max BC CSI:0.612
Max Web CSI:0.636
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F18
Ply: 1
Qty:6
SEQN:134610 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T25
DrwNo:353.22.1126.27880
/FV 12/19/2022
W3 W143"8
19'8"6
3"2'6"12(TYP)
1'7"10 3"
8'
8'
10'
2'
19'8"6
9'8"6
1'4"+10'1"8
A B C D E F G H I JK
LMNOPQRS
T
1.5X34X8
2X4 4X12
3X6
2.5X6
W=3X4
W=H0310
3X4
3X8
3X6
4X12
4X8
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.44" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1071 /-/-/-/-/-
L 1071 /-/-/-/-/-
S Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2042
B - C 0 -2042
C - D 0 -4154
D - E 0 -4170
E - F 0 -4170
Chords Tens.Comp.
F - G 0 -4114
G - H 0 -4114
H - I 0 -2046
I - J 0 -2046
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 3350 0Q - P 4170 0
P - O 4170 0
Chords Tens.Comp.
O - N 4173 0N - M 3352 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - S 0 -1065
A - T 0 -1048
A - R 2248 0
R - C 0 -1446
C - Q 1070 0
F - N 330 -555
Webs Tens.Comp.
N - H 842 0
H - M 0 -1444
M - J 2253 0
J - K 0 -1051
K - L 0 -1057
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.440 F 527 480
VERT(CL):0.556 F 417 360
HORZ(LL):0.044 M - -
HORZ(TL):0.061 M - -
Creep Factor: 2.0
Max TC CSI:0.403
Max BC CSI:0.612
Max Web CSI:0.636
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F18
Ply: 1
Qty:6
SEQN:134610 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T25
DrwNo:353.22.1126.27880
/FV 12/19/2022
W3 W143"8
19'8"6
3"2'6"12(TYP)
1'7"10 3"
8'
8'
10'
2'
19'8"6
9'8"6
1'4"+10'1"8
A B C D E F G H I JK
LMNOPQRS
T
1.5X34X8
2X4 4X12
3X6
2.5X6
W=3X4
W=H0310
3X4
3X8
3X6
4X12
4X8
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP M-31;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.25" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.00 to 600 plf at 18.96BC: From 10 plf at 0.00 to 10 plf at 18.96
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1231 /-/-/-/-/-
P 2513 /-/-/-/-/-
S*757 /-/-/-/-/-
R Brg Wid = 15.0 Min Req =1.5 (Truss)
P Brg Wid = 8.0 Min Req =1.5 (Truss)
S Brg Wid = 124 Min Req =-
Bearings R, P, & S are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -588
F - G 729 0
Chords Tens.Comp.
G - H 2377 0
H - I 832 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 668 0
N - M 0 -512
Chords Tens.Comp.
M - L 0 -1986
L - K 0 -1657
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - R 0 -594A - Q 624 0
B - P 0 -1142
P - C 0 -715
O - D 0 -608
E - N 0 -646
Webs Tens.Comp.
F - M 0 -805M - G 1411 0
G - L 0 -1450
L - H 0 -1738
K - I 0 -923
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.095 J 427 480
VERT(CL):0.130 J 310 360
HORZ(LL):0.011 I - -
HORZ(TL):0.015 I - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.725
Max Web CSI:0.672
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F19
Ply: 2
Qty:1
SEQN:134686 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T29
DrwNo:353.22.1126.29860
/FV 12/19/2022
2 Complete Trusses Required
T2
4'11"10'8"3'4"8
2'7"8
2'7"8
4'11"8
2'4"
7'3"8
2'4"
9'5"12
2'2"4
11'8"
2'2"4
14'
2'4"
16'4"
2'4"
18'11"8
2'7"8
2'4"
2'4"
4'8"
2'4"
7'
2'4"
9'5"12
2'5"12
11'11"8
2'5"12
14'3"8
2'4"
16'7"8
2'4"
18'11"8
2'4"1'4"10'1"8
A B C D E F G H I
JK
LMNO
PQR
S2X4
5X5
3X8 6X6
4X5
4X5
4X5
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP M-31;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.25" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.00 to 600 plf at 18.96BC: From 10 plf at 0.00 to 10 plf at 18.96
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1231 /-/-/-/-/-
P 2513 /-/-/-/-/-
S*757 /-/-/-/-/-
R Brg Wid = 15.0 Min Req =1.5 (Truss)
P Brg Wid = 8.0 Min Req =1.5 (Truss)
S Brg Wid = 124 Min Req =-
Bearings R, P, & S are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -588
F - G 729 0
Chords Tens.Comp.
G - H 2377 0
H - I 832 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 668 0
N - M 0 -512
Chords Tens.Comp.
M - L 0 -1986
L - K 0 -1657
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - R 0 -594A - Q 624 0
B - P 0 -1142
P - C 0 -715
O - D 0 -608
E - N 0 -646
Webs Tens.Comp.
F - M 0 -805M - G 1411 0
G - L 0 -1450
L - H 0 -1738
K - I 0 -923
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.095 J 427 480
VERT(CL):0.130 J 310 360
HORZ(LL):0.011 I - -
HORZ(TL):0.015 I - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.725
Max Web CSI:0.672
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F19
Ply: 2
Qty:1
SEQN:134686 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T29
DrwNo:353.22.1126.29860
/FV 12/19/2022
2 Complete Trusses Required
T2
4'11"10'8"3'4"8
2'7"8
2'7"8
4'11"8
2'4"
7'3"8
2'4"
9'5"12
2'2"4
11'8"
2'2"4
14'
2'4"
16'4"
2'4"
18'11"8
2'7"8
2'4"
2'4"
4'8"
2'4"
7'
2'4"
9'5"12
2'5"12
11'11"8
2'5"12
14'3"8
2'4"
16'7"8
2'4"
18'11"8
2'4"1'4"10'1"8
A B C D E F G H I
JK
LMNO
PQR
S2X4
5X5
3X8 6X6
4X5
4X5
4X5
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W12 2x4 SP M-31; W4,W10 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.00 to 600 plf at 14.33
BC: From 10 plf at 0.00 to 10 plf at 14.33
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4372 /-/-/-/-/-
O 4372 /-/-/-/-/-
N Brg Wid = 8.0 Min Req =1.5 (Truss)
O Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings N & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2684
B - C 0 -4308
C - D 0 -4930
Chords Tens.Comp.
D - E 0 -4930
E - F 0 -4308
F - G 0 -2684
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 3021 0
L - K 4488 0
Chords Tens.Comp.
K - J 4488 0
J - I 3021 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 0 -1427
A - M 2918 0M - B 0 -1248
B - L 1444 0
L - C 0 -669
C - K 489 0
K - E 489 0
Webs Tens.Comp.
D - K 0 -424
E - J 0 -669J - F 1444 0
F - I 0 -1248
I - G 2918 0
G - H 0 -1427
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.214 D 801 480
VERT(CL):0.295 D 583 360
HORZ(LL):0.040 A - -
HORZ(TL):0.056 A - -
Creep Factor: 2.0
Max TC CSI:0.284
Max BC CSI:0.585
Max Web CSI:0.408
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F20
Ply: 3
Qty:1
SEQN:135650 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T20
DrwNo:353.22.1126.44150
/FV 12/19/2022
3 Complete Trusses Required
W2 W4 W10 W12
14'4"
5"
5"
2'8"1
2'3"1
4'11"11
2'3"9
7'2"
2'2"5
9'4"5
2'2"5
11'7"15
2'3"9
13'11"
2'3"1
14'4"
5"
2'2"9
2'2"9
4'8"3
2'5"9
7'2"
2'5"13
9'7"13
2'5"13
12'1"7
2'5"9
14'4"
2'2"91'4"10'1"8
A B C D E F G
HIJKLMNO
4X10
3X4 4X10
4X8
4X6
3X4 2X4
3X8
3X4
4X6
4X8
4X10
4X10
3X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W12 2x4 SP M-31; W4,W10 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.25" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.00 to 600 plf at 14.33
BC: From 10 plf at 0.00 to 10 plf at 14.33
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4372 /-/-/-/-/-
O 4372 /-/-/-/-/-
N Brg Wid = 8.0 Min Req =1.5 (Truss)
O Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings N & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2684
B - C 0 -4308
C - D 0 -4930
Chords Tens.Comp.
D - E 0 -4930
E - F 0 -4308
F - G 0 -2684
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 3021 0
L - K 4488 0
Chords Tens.Comp.
K - J 4488 0
J - I 3021 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 0 -1427
A - M 2918 0M - B 0 -1248
B - L 1444 0
L - C 0 -669
C - K 489 0
K - E 489 0
Webs Tens.Comp.
D - K 0 -424
E - J 0 -669J - F 1444 0
F - I 0 -1248
I - G 2918 0
G - H 0 -1427
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.214 D 801 480
VERT(CL):0.295 D 583 360
HORZ(LL):0.040 A - -
HORZ(TL):0.056 A - -
Creep Factor: 2.0
Max TC CSI:0.284
Max BC CSI:0.585
Max Web CSI:0.408
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F20
Ply: 3
Qty:1
SEQN:135650 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T20
DrwNo:353.22.1126.44150
/FV 12/19/2022
3 Complete Trusses Required
W2 W4 W10 W12
14'4"
5"
5"
2'8"1
2'3"1
4'11"11
2'3"9
7'2"
2'2"5
9'4"5
2'2"5
11'7"15
2'3"9
13'11"
2'3"1
14'4"
5"
2'2"9
2'2"9
4'8"3
2'5"9
7'2"
2'5"13
9'7"13
2'5"13
12'1"7
2'5"9
14'4"
2'2"91'4"10'1"8
A B C D E F G
HIJKLMNO
4X10
3X4 4X10
4X8
4X6
3X4 2X4
3X8
3X4
4X6
4X8
4X10
4X10
3X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 776 /-/-/-/-/-
I 776 /-/-/-/-/-
N Brg Wid = 8.0 Min Req =1.5 (Truss)
I Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1386
B - C 0 -1386
C - D 0 -2161
Chords Tens.Comp.
D - E 0 -2157
E - F 0 -1410
F - G 0 -1410
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 2158 0
L - K 2161 0
Chords Tens.Comp.
K - J 2070 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - N 0 -767
A - O 0 -750A - M 1526 0
M - C 0 -910
K - E 376 -95
Webs Tens.Comp.
E - J 0 -730
J - G 1552 0G - H 0 -757
H - I 0 -763
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.188 D 890 480
VERT(CL):0.269 D 622 360
HORZ(LL):0.016 J - -
HORZ(TL):0.022 J - -
Creep Factor: 2.0
Max TC CSI:0.333
Max BC CSI:0.350
Max Web CSI:0.739
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F21
Ply: 1
Qty:2
SEQN:134620 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T19
DrwNo:353.22.1126.49200
/FV 12/19/2022
3"8
14'4"
3"2'6"12
(TYP)
1'4"12 3"
5'6"
5'6"
7'6"
2'
14'4"
6'10"1'4"+
10'1"8
A B C D E F GH
IJKLMN
O
1.5X33X6
3X6
1X4
3X10
3X4
1X4
1X4
3X4
3X4 1X4
3X10
3X6
3X6
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 776 /-/-/-/-/-
I 776 /-/-/-/-/-
N Brg Wid = 8.0 Min Req =1.5 (Truss)
I Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1386
B - C 0 -1386
C - D 0 -2161
Chords Tens.Comp.
D - E 0 -2157
E - F 0 -1410
F - G 0 -1410
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 2158 0
L - K 2161 0
Chords Tens.Comp.
K - J 2070 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - N 0 -767
A - O 0 -750A - M 1526 0
M - C 0 -910
K - E 376 -95
Webs Tens.Comp.
E - J 0 -730
J - G 1552 0G - H 0 -757
H - I 0 -763
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.188 D 890 480
VERT(CL):0.269 D 622 360
HORZ(LL):0.016 J - -
HORZ(TL):0.022 J - -
Creep Factor: 2.0
Max TC CSI:0.333
Max BC CSI:0.350
Max Web CSI:0.739
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F21
Ply: 1
Qty:2
SEQN:134620 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T19
DrwNo:353.22.1126.49200
/FV 12/19/2022
3"8
14'4"
3"2'6"12
(TYP)
1'4"12 3"
5'6"
5'6"
7'6"
2'
14'4"
6'10"1'4"+
10'1"8
A B C D E F GH
IJKLMN
O
1.5X33X6
3X6
1X4
3X10
3X4
1X4
1X4
3X4
3X4 1X4
3X10
3X6
3X6
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.13 to 600 plf at 2.83
BC: From 10 plf at 0.00 to 10 plf at 2.96
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*993 /-/-/-/-/-
E Brg Wid = 20.0 Min Req =-
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 0 -379
Webs Tens.Comp.
B - F 0 -985
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.010 G 999 480
VERT(CL):0.013 G 999 360
HORZ(LL):-0.004 A - -
HORZ(TL):0.006 A - -
Creep Factor: 2.0
Max TC CSI:0.361
Max BC CSI:0.061
Max Web CSI:0.226
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F22
Ply: 1
Qty:1
SEQN:134691 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T11
DrwNo:353.22.1126.50983
/FV 12/19/2022
3"8
1'3"8 1'8"
1'2"12 1'4"4
3"
2'11"81'4"10'1"8
A B C
EFG
1X4
2X4
3X4 3X4
3X4
3X4
2.5X6
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.13 to 600 plf at 2.83
BC: From 10 plf at 0.00 to 10 plf at 2.96
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*993 /-/-/-/-/-
E Brg Wid = 20.0 Min Req =-
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 0 -379
Webs Tens.Comp.
B - F 0 -985
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.010 G 999 480
VERT(CL):0.013 G 999 360
HORZ(LL):-0.004 A - -
HORZ(TL):0.006 A - -
Creep Factor: 2.0
Max TC CSI:0.361
Max BC CSI:0.061
Max Web CSI:0.226
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F22
Ply: 1
Qty:1
SEQN:134691 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T11
DrwNo:353.22.1126.50983
/FV 12/19/2022
3"8
1'3"8 1'8"
1'2"12 1'4"4
3"
2'11"81'4"10'1"8
A B C
EFG
1X4
2X4
3X4 3X4
3X4
3X4
2.5X6
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 861 /-/-/-/-/-
J 861 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1599
B - C 0 -1599
C - D 0 -2668
D - E 0 -2674
Chords Tens.Comp.
E - F 0 -2653
F - G 0 -1574
G - H 0 -1574
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2455 0
M - L 2674 0
Chords Tens.Comp.
L - K 2495 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - O 0 -864A - P 0 -848
A - N 1761 0
N - C 0 -946
C - M 512 -27
E - L 0 -635
Webs Tens.Comp.
L - F 803 0F - K 0 -1018
K - H 1733 0
H - I 0 -833
I - J 0 -838
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.272 D 683 480
VERT(CL):0.365 D 509 360
HORZ(LL):0.030 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.400
Max BC CSI:0.408
Max Web CSI:0.838
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F23
Ply: 1
Qty:1
SEQN:134616 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T36
DrwNo:353.22.1126.53337
/FV 12/19/2022
3"8
15'10"10
3"2'6"12
(TYP)
5"6 3"
8'
8'
10'
2'
15'10"10
5'10"10
1'4"+
10'1"8
A B C D E F G HI
JKLMNO
P
1.5X34X6
3X8
3X8
4X10
3X4
3X4
3X4 2X4
3X4
4X5 3X8
4X10
3X6
3X10
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 861 /-/-/-/-/-
J 861 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1599
B - C 0 -1599
C - D 0 -2668
D - E 0 -2674
Chords Tens.Comp.
E - F 0 -2653
F - G 0 -1574
G - H 0 -1574
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2455 0
M - L 2674 0
Chords Tens.Comp.
L - K 2495 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - O 0 -864A - P 0 -848
A - N 1761 0
N - C 0 -946
C - M 512 -27
E - L 0 -635
Webs Tens.Comp.
L - F 803 0F - K 0 -1018
K - H 1733 0
H - I 0 -833
I - J 0 -838
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.272 D 683 480
VERT(CL):0.365 D 509 360
HORZ(LL):0.030 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.400
Max BC CSI:0.408
Max Web CSI:0.838
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F23
Ply: 1
Qty:1
SEQN:134616 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T36
DrwNo:353.22.1126.53337
/FV 12/19/2022
3"8
15'10"10
3"2'6"12
(TYP)
5"6 3"
8'
8'
10'
2'
15'10"10
5'10"10
1'4"+
10'1"8
A B C D E F G HI
JKLMNO
P
1.5X34X6
3X8
3X8
4X10
3X4
3X4
3X4 2X4
3X4
4X5 3X8
4X10
3X6
3X10
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 417 /-/-/-/-/-
M 774 /-/-/-/-/-
I 617 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings O, M, & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -598
B - C 0 -598
C - D 0 -1248
Chords Tens.Comp.
D - E 0 -1265
E - F 0 -1048
F - G 0 -1048
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 483 -23M - L 483 -23
Chords Tens.Comp.
L - K 1265 0K - J 1268 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - O 0 -402
A - P 0 -381
A - N 660 0
C - M 0 -742
Webs Tens.Comp.
C - L 1020 0
J - G 1155 0
G - H 0 -586
H - I 0 -596
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.134 K 919 480
VERT(CL):0.189 K 651 360
HORZ(LL):-0.015 G - -
HORZ(TL):0.022 G - -
Creep Factor: 2.0
Max TC CSI:0.294
Max BC CSI:0.308
Max Web CSI:0.550
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F24
Ply: 1
Qty:1
SEQN:134618 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T33
DrwNo:353.22.1126.58383
/FV 12/19/2022
3"8
5'6"4 10'4"6
3"2'6"12
(TYP)
2'6"4 3"2'7"6 3"
15'10"10
5'5"8
5'5"8
8'4"10
2'11"2
10'4"10
2'
15'10"10
5'6"1'4"10'1"8
A B C D E F GH
IJKLMNO
P
1.5X33X4
2X4 2.5X6
3X10
2X4 3X8
4X4 3X4
3X8
2.5X6
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 417 /-/-/-/-/-
M 774 /-/-/-/-/-
I 617 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5 (Truss)
M Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings O, M, & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -598
B - C 0 -598
C - D 0 -1248
Chords Tens.Comp.
D - E 0 -1265
E - F 0 -1048
F - G 0 -1048
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 483 -23M - L 483 -23
Chords Tens.Comp.
L - K 1265 0K - J 1268 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
P - O 0 -402
A - P 0 -381
A - N 660 0
C - M 0 -742
Webs Tens.Comp.
C - L 1020 0
J - G 1155 0
G - H 0 -586
H - I 0 -596
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.134 K 919 480
VERT(CL):0.189 K 651 360
HORZ(LL):-0.015 G - -
HORZ(TL):0.022 G - -
Creep Factor: 2.0
Max TC CSI:0.294
Max BC CSI:0.308
Max Web CSI:0.550
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F24
Ply: 1
Qty:1
SEQN:134618 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T33
DrwNo:353.22.1126.58383
/FV 12/19/2022
3"8
5'6"4 10'4"6
3"2'6"12
(TYP)
2'6"4 3"2'7"6 3"
15'10"10
5'5"8
5'5"8
8'4"10
2'11"2
10'4"10
2'
15'10"10
5'6"1'4"10'1"8
A B C D E F GH
IJKLMNO
P
1.5X33X4
2X4 2.5X6
3X10
2X4 3X8
4X4 3X4
3X8
2.5X6
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 273 /-/-/-/-/-
I 572 /-/-/-/-/-
G 324 /-/-/-/-/-
K Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 3.5 Min Req =1.5 (Truss)
G Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings K, I, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 0 -405
Chords Tens.Comp.
D - E 0 -405
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 0 -387
C - H 382 0
Webs Tens.Comp.
H - E 448 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.025 D 999 480
VERT(CL):0.033 D 999 360
HORZ(LL):-0.002 E - -
HORZ(TL):0.003 E - -
Creep Factor: 2.0
Max TC CSI:0.456
Max BC CSI:0.371
Max Web CSI:0.213
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F25
Ply: 1
Qty:1
SEQN:135491 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T9
DrwNo:353.22.1127.04237
/FV 12/19/2022
3"8
4'10"6 5'8"12
3"
(TYP)
2'6"12 1'11"14 2'5"12 2'6"12
10'7"2
5'0"10
5'0"10
10'7"2
5'6"8
1'4"10'1"8
A B C D E
GHIJK
1.5X33X4
2X4
1X4
2.5X6
3X10
6X6
1X4
2.5X6
3X4
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 273 /-/-/-/-/-
I 572 /-/-/-/-/-
G 324 /-/-/-/-/-
K Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 3.5 Min Req =1.5 (Truss)
G Brg Wid = 8.0 Min Req =1.5 (Truss)
Bearings K, I, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 0 -405
Chords Tens.Comp.
D - E 0 -405
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 0 -387
C - H 382 0
Webs Tens.Comp.
H - E 448 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.025 D 999 480
VERT(CL):0.033 D 999 360
HORZ(LL):-0.002 E - -
HORZ(TL):0.003 E - -
Creep Factor: 2.0
Max TC CSI:0.456
Max BC CSI:0.371
Max Web CSI:0.213
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F25
Ply: 1
Qty:1
SEQN:135491 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T9
DrwNo:353.22.1127.04237
/FV 12/19/2022
3"8
4'10"6 5'8"12
3"
(TYP)
2'6"12 1'11"14 2'5"12 2'6"12
10'7"2
5'0"10
5'0"10
10'7"2
5'6"8
1'4"10'1"8
A B C D E
GHIJK
1.5X33X4
2X4
1X4
2.5X6
3X10
6X6
1X4
2.5X6
3X4
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 263 /-/-/-/-/-
E 263 /-/-/-/-/-
G Brg Wid = 5.5 Min Req =1.5 (Truss)
E Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings G & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 B 999 480
VERT(CL):0.020 B 999 360
HORZ(LL):-0.002 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.406
Max BC CSI:0.092
Max Web CSI:0.162
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F26
Ply: 1
Qty:3
SEQN:135560 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T39
DrwNo:353.22.1127.12993
/FV 12/19/2022
3"8
5'0"2
3"2'6"12 1'11"6 3"1'4"10'1"8
A B C
EFG
1.5X33X4
2.5X6
1X4
2.5X6
3X4
2.5X6
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 263 /-/-/-/-/-
E 263 /-/-/-/-/-
G Brg Wid = 5.5 Min Req =1.5 (Truss)
E Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings G & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 B 999 480
VERT(CL):0.020 B 999 360
HORZ(LL):-0.002 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.406
Max BC CSI:0.092
Max Web CSI:0.162
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F26
Ply: 1
Qty:3
SEQN:135560 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T39
DrwNo:353.22.1127.12993
/FV 12/19/2022
3"8
5'0"2
3"2'6"12 1'11"6 3"1'4"10'1"8
A B C
EFG
1.5X33X4
2.5X6
1X4
2.5X6
3X4
2.5X6
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.13 to 100 plf at 14.57
BC: From 10 plf at 0.00 to 10 plf at 14.70TC: 500 lb Conc. Load at 0.13
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 1436 /-/-/-/-/-
J 715 /-/-/-/-/-
O Brg Wid = 8.0 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 665 0
B - C 200 -1155
C - D 200 -1155
D - E 0 -1616
Chords Tens.Comp.
E - F 0 -1618
F - G 0 -1246
G - H 0 -1246
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 10 -633
N - M 1745 0
Chords Tens.Comp.
M - L 1618 0
L - K 1596 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - O 0 -869O - B 0 -883
B - N 1416 0
N - D 0 -769
L - F 458 0
Webs Tens.Comp.
F - K 0 -1218G - K 399 -201
K - H 1373 0
H - I 0 -681
I - J 0 -690
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.205 E 758 480
VERT(CL):0.316 E 491 360
HORZ(LL):0.027 A - -
HORZ(TL):0.043 A - -
Creep Factor: 2.0
Max TC CSI:0.493
Max BC CSI:0.543
Max Web CSI:0.674
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F27
Ply: 1
Qty:2
SEQN:135780 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T16
DrwNo:353.22.1127.15463
/FV 12/19/2022
3"8
1'3"8 13'4"14
1'6"12 2'6"12
(TYP)
5"2 3"
14'8"6
9'5"4
9'5"4
11'4"
1'10"12
14'8"6
3'4"6
1'4"+
10'1"8
A B C D E F G HI
JKLMNOP
1X4
2X4
3X4
3X4
3X6 1X4
3X10
3X4
3X4
1X4
2X4
3X42X4
4X8
3X5
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.13 to 100 plf at 14.57
BC: From 10 plf at 0.00 to 10 plf at 14.70TC: 500 lb Conc. Load at 0.13
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 1436 /-/-/-/-/-
J 715 /-/-/-/-/-
O Brg Wid = 8.0 Min Req =1.5 (Truss)
J Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 665 0
B - C 200 -1155
C - D 200 -1155
D - E 0 -1616
Chords Tens.Comp.
E - F 0 -1618
F - G 0 -1246
G - H 0 -1246
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 10 -633
N - M 1745 0
Chords Tens.Comp.
M - L 1618 0
L - K 1596 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - O 0 -869O - B 0 -883
B - N 1416 0
N - D 0 -769
L - F 458 0
Webs Tens.Comp.
F - K 0 -1218G - K 399 -201
K - H 1373 0
H - I 0 -681
I - J 0 -690
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.205 E 758 480
VERT(CL):0.316 E 491 360
HORZ(LL):0.027 A - -
HORZ(TL):0.043 A - -
Creep Factor: 2.0
Max TC CSI:0.493
Max BC CSI:0.543
Max Web CSI:0.674
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F27
Ply: 1
Qty:2
SEQN:135780 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T16
DrwNo:353.22.1127.15463
/FV 12/19/2022
3"8
1'3"8 13'4"14
1'6"12 2'6"12
(TYP)
5"2 3"
14'8"6
9'5"4
9'5"4
11'4"
1'10"12
14'8"6
3'4"6
1'4"+
10'1"8
A B C D E F G HI
JKLMNOP
1X4
2X4
3X4
3X4
3X6 1X4
3X10
3X4
3X4
1X4
2X4
3X42X4
4X8
3X5
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W5 4x2 SP M-31; W16 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.13 to 100 plf at 20.03
BC: From 10 plf at 0.00 to 10 plf at 20.16TC: 500 lb Conc. Load at 0.13
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 1717 /-/-/-/-/-
M 1020 /-/-/-/-/-
U Brg Wid = 8.0 Min Req =1.5 (Truss)
M Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings U & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 669 0
B - C 62 -1800
C - D 62 -1800
D - E 0 -3694
E - F 0 -3694
Chords Tens.Comp.
F - G 0 -3707
G - H 0 -3699
H - I 0 -3699
I - J 0 -1909
J - K 0 -1909
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
U - T 23 -631T - S 3022 0
S - R 3022 0
R - Q 3707 0
Chords Tens.Comp.
Q - P 3710 0P - O 3082 0
O - N 3082 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - U 0 -874
U - B 0 -1143
B - T 2070 0
T - D 0 -1433
D - R 1034 0
G - P 525 -521
Webs Tens.Comp.
P - I 682 0
I - N 0 -1297
N - K 2103 0
K - L 0 -989
L - M 0 -998
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.344 G 642 480
VERT(CL):0.480 G 459 360
HORZ(LL):0.038 A - -
HORZ(TL):0.057 A - -
Creep Factor: 2.0
Max TC CSI:0.784
Max BC CSI:0.595
Max Web CSI:0.593
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F28
Ply: 1
Qty:5
SEQN:135679 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T10
DrwNo:353.22.1127.19153
/FV 12/19/2022
T2
W5 W163"8
1'3"8 18'10"6
1'6"12
2'6"12(TYP)
9"2 3"
20'1"14
9'5"4
9'5"4
11'4"
1'10"12
20'1"14
8'9"14
1'4"+
10'1"8
A B C D E F G H I J KL
MNOPQRSTUV
1.5X3
2X4
3X4
3X4
4X6
4X12 W=H0308
3X6 W=3X4
2.5X6
3X4
3X6W=H0308
3X6
4X12
4X6
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W5 4x2 SP M-31; W16 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.13 to 100 plf at 20.03
BC: From 10 plf at 0.00 to 10 plf at 20.16TC: 500 lb Conc. Load at 0.13
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 1717 /-/-/-/-/-
M 1020 /-/-/-/-/-
U Brg Wid = 8.0 Min Req =1.5 (Truss)
M Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings U & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 669 0
B - C 62 -1800
C - D 62 -1800
D - E 0 -3694
E - F 0 -3694
Chords Tens.Comp.
F - G 0 -3707
G - H 0 -3699
H - I 0 -3699
I - J 0 -1909
J - K 0 -1909
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
U - T 23 -631T - S 3022 0
S - R 3022 0
R - Q 3707 0
Chords Tens.Comp.
Q - P 3710 0P - O 3082 0
O - N 3082 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - U 0 -874
U - B 0 -1143
B - T 2070 0
T - D 0 -1433
D - R 1034 0
G - P 525 -521
Webs Tens.Comp.
P - I 682 0
I - N 0 -1297
N - K 2103 0
K - L 0 -989
L - M 0 -998
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.344 G 642 480
VERT(CL):0.480 G 459 360
HORZ(LL):0.038 A - -
HORZ(TL):0.057 A - -
Creep Factor: 2.0
Max TC CSI:0.784
Max BC CSI:0.595
Max Web CSI:0.593
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F28
Ply: 1
Qty:5
SEQN:135679 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T10
DrwNo:353.22.1127.19153
/FV 12/19/2022
T2
W5 W163"8
1'3"8 18'10"6
1'6"12
2'6"12(TYP)
9"2 3"
20'1"14
9'5"4
9'5"4
11'4"
1'10"12
20'1"14
8'9"14
1'4"+
10'1"8
A B C D E F G H I J KL
MNOPQRSTUV
1.5X3
2X4
3X4
3X4
4X6
4X12 W=H0308
3X6 W=3X4
2.5X6
3X4
3X6W=H0308
3X6
4X12
4X6
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W20 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 3.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 20.16BC: From 10 plf at 0.00 to 10 plf at 20.16TC: 500 lb Conc. Load at 0.00
TC: 6000 lb Conc. Load at 20.16
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 1736 /-/-/-/-/-
L 7014 /-/-/-/-/-
U Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 5.5 Min Req =4.1 (Truss)
Bearings U & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 385 0
B - C 135 -727
C - D 0 -1379
D - E 0 -1832
E - F 0 -2146
Chords Tens.Comp.
F - G 0 -2164
G - H 0 -2156
H - I 0 -2050
I - J 0 -1646
J - K 0 -950
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
T - S 847 -100S - R 1471 0
R - Q 1898 0
Q - P 2164 0
Chords Tens.Comp.
P - O 2093 0O - N 1724 0
N - M 1070 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - U 0 -470
U - B 0 -584
B - T 804 0
T - C 0 -457
C - S 665 0
D - R 456 0
Webs Tens.Comp.
E - Q 488 0
N - J 648 0
J - M 0 -446
M - K 1033 0
K - L 0 -3489
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.199 G 999 480
VERT(CL):0.279 G 802 360
HORZ(LL):0.031 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.265
Max BC CSI:0.739
Max Web CSI:0.492
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F28A
Ply: 2
Qty:1
SEQN:136038 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T17
DrwNo:353.22.1127.28400
/FV 12/19/2022
2 Complete Trusses Required
W20
1'3"8 18'10"6
1'9"4
1'9"4
3'8"4
1'11"
5'7"4
1'11"
7'6"4
1'11"
9'3"8
1'9"4
11'5"13
2'2"5
12'11"10
1'5"13
15'3"3
2'3"9
17'6"13
2'3"9
20'1"14
2'7"1
1'5"12
1'5"12
3'4"12
1'11"
5'3"12
1'11"
7'2"12
1'11"
9'1"12
1'11"
11'7"9
2'5"13
13'3"2
1'7"9
15'6"11
2'3"9
17'10"5
2'3"9
20'1"14
2'3"91'4"10'1"8
A B C D E F G H I J K
LMNOPQRSTUV2X4
5X5 2X4
5X5 4X4
6X8
6X8
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W20 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 3.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 20.16BC: From 10 plf at 0.00 to 10 plf at 20.16TC: 500 lb Conc. Load at 0.00
TC: 6000 lb Conc. Load at 20.16
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 1736 /-/-/-/-/-
L 7014 /-/-/-/-/-
U Brg Wid = 8.0 Min Req =1.5 (Truss)
L Brg Wid = 5.5 Min Req =4.1 (Truss)
Bearings U & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 385 0
B - C 135 -727
C - D 0 -1379
D - E 0 -1832
E - F 0 -2146
Chords Tens.Comp.
F - G 0 -2164
G - H 0 -2156
H - I 0 -2050
I - J 0 -1646
J - K 0 -950
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
T - S 847 -100S - R 1471 0
R - Q 1898 0
Q - P 2164 0
Chords Tens.Comp.
P - O 2093 0O - N 1724 0
N - M 1070 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - U 0 -470
U - B 0 -584
B - T 804 0
T - C 0 -457
C - S 665 0
D - R 456 0
Webs Tens.Comp.
E - Q 488 0
N - J 648 0
J - M 0 -446
M - K 1033 0
K - L 0 -3489
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.199 G 999 480
VERT(CL):0.279 G 802 360
HORZ(LL):0.031 B - -
HORZ(TL):0.044 B - -
Creep Factor: 2.0
Max TC CSI:0.265
Max BC CSI:0.739
Max Web CSI:0.492
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F28A
Ply: 2
Qty:1
SEQN:136038 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T17
DrwNo:353.22.1127.28400
/FV 12/19/2022
2 Complete Trusses Required
W20
1'3"8 18'10"6
1'9"4
1'9"4
3'8"4
1'11"
5'7"4
1'11"
7'6"4
1'11"
9'3"8
1'9"4
11'5"13
2'2"5
12'11"10
1'5"13
15'3"3
2'3"9
17'6"13
2'3"9
20'1"14
2'7"1
1'5"12
1'5"12
3'4"12
1'11"
5'3"12
1'11"
7'2"12
1'11"
9'1"12
1'11"
11'7"9
2'5"13
13'3"2
1'7"9
15'6"11
2'3"9
17'10"5
2'3"9
20'1"14
2'3"91'4"10'1"8
A B C D E F G H I J K
LMNOPQRSTUV2X4
5X5 2X4
5X5 4X4
6X8
6X8
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W5 4x2 SP M-31; W16 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.13 to 600 plf at 1.56
TC: From 100 plf at 1.56 to 100 plf at 20.03BC: From 10 plf at 0.00 to 10 plf at 20.16
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 1925 /-/-/-/-/-
M 1023 /-/-/-/-/-
U Brg Wid = 8.0 Min Req =1.5 (Truss)
M Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings U & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 495 0
B - C 0 -1837
C - D 0 -1837
D - E 0 -3718
E - F 0 -3718
Chords Tens.Comp.
F - G 0 -3732
G - H 0 -3718
H - I 0 -3718
I - J 0 -1915
J - K 0 -1915
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
U - T 35 -419T - S 3053 0
S - R 3053 0
R - Q 3732 0
Chords Tens.Comp.
Q - P 3734 0P - O 3094 0
O - N 3094 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - U 0 -646
U - B 0 -1506
B - T 1992 0
T - D 0 -1419
D - R 1003 0
G - P 489 -529
Webs Tens.Comp.
P - I 689 0
I - N 0 -1304
N - K 2110 0
K - L 0 -992
L - M 0 -1001
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.339 G 650 480
VERT(CL):0.471 G 469 360
HORZ(LL):0.035 A - -
HORZ(TL):0.054 A - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.590
Max Web CSI:0.595
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F29
Ply: 1
Qty:1
SEQN:135782 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T35
DrwNo:353.22.1127.35543
/FV 12/19/2022
W5 W163"8
1'3"8 18'10"6
1'6"12
2'6"12(TYP)
9"2 3"
20'1"14
9'5"4
9'5"4
11'4"
1'10"12
20'1"14
8'9"14
1'4"+
10'1"8
A B C D E F G H I J KL
MNOPQRSTUV
1.5X3
2X4
3X4
3X4
4X6
4X10 W=H0308
3X6 W=3X4
2.5X6
3X4
3X6W=H0308
3X6
4X12
4X6
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W5 4x2 SP M-31; W16 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 600 plf at 0.13 to 600 plf at 1.56
TC: From 100 plf at 1.56 to 100 plf at 20.03BC: From 10 plf at 0.00 to 10 plf at 20.16
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U 1925 /-/-/-/-/-
M 1023 /-/-/-/-/-
U Brg Wid = 8.0 Min Req =1.5 (Truss)
M Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings U & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 495 0
B - C 0 -1837
C - D 0 -1837
D - E 0 -3718
E - F 0 -3718
Chords Tens.Comp.
F - G 0 -3732
G - H 0 -3718
H - I 0 -3718
I - J 0 -1915
J - K 0 -1915
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
U - T 35 -419T - S 3053 0
S - R 3053 0
R - Q 3732 0
Chords Tens.Comp.
Q - P 3734 0P - O 3094 0
O - N 3094 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - U 0 -646
U - B 0 -1506
B - T 1992 0
T - D 0 -1419
D - R 1003 0
G - P 489 -529
Webs Tens.Comp.
P - I 689 0
I - N 0 -1304
N - K 2110 0
K - L 0 -992
L - M 0 -1001
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.339 G 650 480
VERT(CL):0.471 G 469 360
HORZ(LL):0.035 A - -
HORZ(TL):0.054 A - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.590
Max Web CSI:0.595
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F29
Ply: 1
Qty:1
SEQN:135782 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T35
DrwNo:353.22.1127.35543
/FV 12/19/2022
W5 W163"8
1'3"8 18'10"6
1'6"12
2'6"12(TYP)
9"2 3"
20'1"14
9'5"4
9'5"4
11'4"
1'10"12
20'1"14
8'9"14
1'4"+
10'1"8
A B C D E F G H I J KL
MNOPQRSTUV
1.5X3
2X4
3X4
3X4
4X6
4X10 W=H0308
3X6 W=3X4
2.5X6
3X4
3X6W=H0308
3X6
4X12
4X6
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.37" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1023 /-/-/-/-/-
L 1023 /-/-/-/-/-
S Brg Wid = 7.5 Min Req =1.5 (Truss)
L Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings S & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1941
B - C 0 -1941
C - D 0 -3811
D - E 0 -3824
E - F 0 -3796
Chords Tens.Comp.
F - G 0 -3796
G - H 0 -3796
H - I 0 -1943
I - J 0 -1943
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 3144 0Q - P 3144 0
P - O 3824 0
Chords Tens.Comp.
O - N 3827 0N - M 3148 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - S 0 -1019
A - T 0 -1003
A - R 2137 0
R - C 0 -1329
C - P 927 0
E - N 386 -571
Webs Tens.Comp.
N - H 716 0
H - M 0 -1332
M - J 2139 0
J - K 0 -1003
K - L 0 -1009
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.368 E 600 480
VERT(CL):0.507 E 436 360
HORZ(LL):0.038 M - -
HORZ(TL):0.052 M - -
Creep Factor: 2.0
Max TC CSI:0.705
Max BC CSI:0.538
Max Web CSI:0.604
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F30
Ply: 1
Qty:2
SEQN:135685 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T63
DrwNo:353.22.1127.39980
/FV 12/19/2022
T2
W3 W143"8
18'9"14
3"2'6"12
(TYP)
9"2 3"
8'
8'
10'
2'
18'9"14
8'9"14
1'4"+10'1"8
A B C D E F G H I JK
LMNOPQRS
T
1.5X34X6
2X4 4X12
3X6
W=H03083X4
3X4
3X6
W=3X4 3X6
4X12
4X6
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3,W14 4x2 SP #2;
Plating Notes
All plates are 1.5X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.37" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1023 /-/-/-/-/-
L 1023 /-/-/-/-/-
S Brg Wid = 7.5 Min Req =1.5 (Truss)
L Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings S & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1941
B - C 0 -1941
C - D 0 -3811
D - E 0 -3824
E - F 0 -3796
Chords Tens.Comp.
F - G 0 -3796
G - H 0 -3796
H - I 0 -1943
I - J 0 -1943
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 3144 0Q - P 3144 0
P - O 3824 0
Chords Tens.Comp.
O - N 3827 0N - M 3148 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - S 0 -1019
A - T 0 -1003
A - R 2137 0
R - C 0 -1329
C - P 927 0
E - N 386 -571
Webs Tens.Comp.
N - H 716 0
H - M 0 -1332
M - J 2139 0
J - K 0 -1003
K - L 0 -1009
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.368 E 600 480
VERT(CL):0.507 E 436 360
HORZ(LL):0.038 M - -
HORZ(TL):0.052 M - -
Creep Factor: 2.0
Max TC CSI:0.705
Max BC CSI:0.538
Max Web CSI:0.604
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F30
Ply: 1
Qty:2
SEQN:135685 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T63
DrwNo:353.22.1127.39980
/FV 12/19/2022
T2
W3 W143"8
18'9"14
3"2'6"12
(TYP)
9"2 3"
8'
8'
10'
2'
18'9"14
8'9"14
1'4"+10'1"8
A B C D E F G H I JK
LMNOPQRS
T
1.5X34X6
2X4 4X12
3X6
W=H03083X4
3X4
3X6
W=3X4 3X6
4X12
4X6
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 65 /-/-/-/-/-
N*108 /-/-/-/-/-
Y Brg Wid = 7.5 Min Req =1.5 (Truss)
N Brg Wid = 221 Min Req =-
Bearings Y & Y are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 E 999 360
HORZ(LL):-0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.186
Max BC CSI:0.043
Max Web CSI:0.047
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F31
Ply: 1
Qty:1
SEQN:135784 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T64
DrwNo:353.22.1127.42387
/FV 12/19/2022
3"8
19'1"
1'3"7 2'
(TYP)1'4"10'1"8
A G L
NSY
1.5X3
2X4 1X4 1X4 1X4 1X4 1X4W=3X4
W=3X4
1X4 1X4 1X4 1X4 2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 65 /-/-/-/-/-
N*108 /-/-/-/-/-
Y Brg Wid = 7.5 Min Req =1.5 (Truss)
N Brg Wid = 221 Min Req =-
Bearings Y & Y are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 E 999 360
HORZ(LL):-0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.186
Max BC CSI:0.043
Max Web CSI:0.047
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F31
Ply: 1
Qty:1
SEQN:135784 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T64
DrwNo:353.22.1127.42387
/FV 12/19/2022
3"8
19'1"
1'3"7 2'
(TYP)1'4"10'1"8
A G L
NSY
1.5X3
2X4 1X4 1X4 1X4 1X4 1X4W=3X4
W=3X4
1X4 1X4 1X4 1X4 2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 355 /-/-/-/-/-
E 355 /-/-/-/-/-
G Brg Wid = -Min Req =-
E Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -448
Chords Tens.Comp.
B - C 0 -448
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 498 0
Webs Tens.Comp.
C - E 0 -384
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.021 B 999 480
VERT(CL):0.029 B 999 360
HORZ(LL):-0.002 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.414
Max BC CSI:0.181
Max Web CSI:0.237
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F32
Ply: 1
Qty:2
SEQN:134757 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T70
DrwNo:353.22.1127.45010
/FV 12/19/2022
6'5"6
3"2'6"12
(TYP)
9"14
3"1'4"20'10"
A B C D
EFG
2.5X6
2X4
1X4
2.5X6
3X4 2X4
2.5X6
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 355 /-/-/-/-/-
E 355 /-/-/-/-/-
G Brg Wid = -Min Req =-
E Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -448
Chords Tens.Comp.
B - C 0 -448
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 498 0
Webs Tens.Comp.
C - E 0 -384
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.021 B 999 480
VERT(CL):0.029 B 999 360
HORZ(LL):-0.002 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.414
Max BC CSI:0.181
Max Web CSI:0.237
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F32
Ply: 1
Qty:2
SEQN:134757 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T70
DrwNo:353.22.1127.45010
/FV 12/19/2022
6'5"6
3"2'6"12
(TYP)
9"14
3"1'4"20'10"
A B C D
EFG
2.5X6
2X4
1X4
2.5X6
3X4 2X4
2.5X6
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 362 /-/-/-/-/-
J 791 /-/-/-/-/-
H 291 /-/-/-/-/-
N Brg Wid = -Min Req =-
J Brg Wid = 5.5 Min Req =1.5 (Truss)
H Brg Wid = -Min Req =-
Bearing J is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -382
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 382 0
Chords Tens.Comp.
L - K 383 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - M 468 0
K - E 631 0
Webs Tens.Comp.
E - J 0 -735
E - I 477 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.032 C 999 480
VERT(CL):0.047 C 999 360
HORZ(LL):-0.003 G - -
HORZ(TL):0.005 G - -
Creep Factor: 2.0
Max TC CSI:0.163
Max BC CSI:0.101
Max Web CSI:0.300
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F33
Ply: 1
Qty:2
SEQN:134823 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T74
DrwNo:353.22.1127.49967
/FV 12/19/2022
7'1"6 5'6"12
3"
1'7"12
8"2 2'6"12
(TYP)
3"3"
12'8"2
1'11"8
1'11"8
3'8"4
1'8"12
7'2"2
3'5"14
12'8"2
5'6"1'4"20'10"
A B C D E F G
HIJKLMN
2.5X6
2X4 3X4
1X4
1X4
3X4 1X4
2.5X6
3X8
2X4
1X4
2.5X6
2.5X6
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 362 /-/-/-/-/-
J 791 /-/-/-/-/-
H 291 /-/-/-/-/-
N Brg Wid = -Min Req =-
J Brg Wid = 5.5 Min Req =1.5 (Truss)
H Brg Wid = -Min Req =-
Bearing J is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -382
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 382 0
Chords Tens.Comp.
L - K 383 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - M 468 0
K - E 631 0
Webs Tens.Comp.
E - J 0 -735
E - I 477 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.032 C 999 480
VERT(CL):0.047 C 999 360
HORZ(LL):-0.003 G - -
HORZ(TL):0.005 G - -
Creep Factor: 2.0
Max TC CSI:0.163
Max BC CSI:0.101
Max Web CSI:0.300
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F33
Ply: 1
Qty:2
SEQN:134823 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T74
DrwNo:353.22.1127.49967
/FV 12/19/2022
7'1"6 5'6"12
3"
1'7"12
8"2 2'6"12
(TYP)
3"3"
12'8"2
1'11"8
1'11"8
3'8"4
1'8"12
7'2"2
3'5"14
12'8"2
5'6"1'4"20'10"
A B C D E F G
HIJKLMN
2.5X6
2X4 3X4
1X4
1X4
3X4 1X4
2.5X6
3X8
2X4
1X4
2.5X6
2.5X6
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP M-31; W14 4x2 SP #2;
Plating Notes
All plates are 2.5X6 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.37" DL: 0.19". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 963 /-/-/-/-/-
O 1569 /-/-/-/-/-
M 251 /-127 /-/-/-/-
W Brg Wid = -Min Req =-
O Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = -Min Req =-
Bearing O is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1733
B - C 0 -1733
C - D 0 -3314
D - E 0 -3314
E - F 0 -2258
Chords Tens.Comp.
F - G 0 -2264
G - H 0 -2248
H - I 0 -1113
I - J 0 -1115
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2793 0
U - T 2793 0
T - S 3154 0
S - R 2248 0
Chords Tens.Comp.
R - Q 2223 0
Q - P 0 -768
P - O 0 -768
O - N 0 -863
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - W 0 -950
A - V 1919 0
V - C 0 -1172
C - T 576 0
E - S 0 -1068
R - H 467 0
Webs Tens.Comp.
H - Q 0 -1965
I - Q 619 0
Q - J 2073 0
J - O 0 -1481
J - N 808 0
N - L 244 -410
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.400 E 543 480
VERT(CL):0.534 E 407 360
HORZ(LL):0.047 B - -
HORZ(TL):0.064 B - -
Creep Factor: 2.0
Max TC CSI:0.517
Max BC CSI:0.660
Max Web CSI:0.585
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F34
Ply: 1
Qty:8
SEQN:135688 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T46
DrwNo:353.22.1127.55417
/FV 12/19/2022
W3 W14
18'3"12 5'6"12
10'11"6 7'1"12 5'9"6
3"
2'6"12(TYP)
2'7"11 2'5"13 9"12
2'7"5
2'9"3 3"
23'10"8
13'1"8
13'1"8
14'9"
1'7"8
18'4"8
3'7"8
23'10"8
5'6"1'4"+
+20'10"
A B C D E F G H I J K L
MNOPQRSTUVW
4X8
2X4
1.5X3
4X10 W=H0308
1.5X3 3X10 W=3X5
3X4 2X4
4X6
4X12 W=3X4
4X12
2X4
1.5X3
3X8 2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP M-31; W14 4x2 SP #2;
Plating Notes
All plates are 2.5X6 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.37" DL: 0.19". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 963 /-/-/-/-/-
O 1569 /-/-/-/-/-
M 251 /-127 /-/-/-/-
W Brg Wid = -Min Req =-
O Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = -Min Req =-
Bearing O is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1733
B - C 0 -1733
C - D 0 -3314
D - E 0 -3314
E - F 0 -2258
Chords Tens.Comp.
F - G 0 -2264
G - H 0 -2248
H - I 0 -1113
I - J 0 -1115
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 2793 0
U - T 2793 0
T - S 3154 0
S - R 2248 0
Chords Tens.Comp.
R - Q 2223 0
Q - P 0 -768
P - O 0 -768
O - N 0 -863
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - W 0 -950
A - V 1919 0
V - C 0 -1172
C - T 576 0
E - S 0 -1068
R - H 467 0
Webs Tens.Comp.
H - Q 0 -1965
I - Q 619 0
Q - J 2073 0
J - O 0 -1481
J - N 808 0
N - L 244 -410
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.400 E 543 480
VERT(CL):0.534 E 407 360
HORZ(LL):0.047 B - -
HORZ(TL):0.064 B - -
Creep Factor: 2.0
Max TC CSI:0.517
Max BC CSI:0.660
Max Web CSI:0.585
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F34
Ply: 1
Qty:8
SEQN:135688 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T46
DrwNo:353.22.1127.55417
/FV 12/19/2022
W3 W14
18'3"12 5'6"12
10'11"6 7'1"12 5'9"6
3"
2'6"12(TYP)
2'7"11 2'5"13 9"12
2'7"5
2'9"3 3"
23'10"8
13'1"8
13'1"8
14'9"
1'7"8
18'4"8
3'7"8
23'10"8
5'6"1'4"+
+20'10"
A B C D E F G H I J K L
MNOPQRSTUVW
4X8
2X4
1.5X3
4X10 W=H0308
1.5X3 3X10 W=3X5
3X4 2X4
4X6
4X12 W=3X4
4X12
2X4
1.5X3
3X8 2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 2.5X6 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.55" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any
point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 1313 /-/-/-/-/-
O 1313 /-/-/-/-/-
X Brg Wid = -Min Req =-
O Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2829B - C 0 -2829
C - D 0 -2829
D - E 0 -6272
E - F 0 -6272
F - G 0 -6682
G - H 0 -6682
Chords Tens.Comp.
H - I 0 -6684I - J 0 -6241
J - K 0 -6241
K - L 0 -6241
L - M 0 -2835
M - N 0 -2835
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 4888 0
V - U 6881 0
U - T 6881 0
T - S 6684 0
Chords Tens.Comp.
S - R 6684 0
R - Q 6667 0
Q - P 4883 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 113 -1404
A - W 3028 0
W -D 0 -2224
D - V 1495 0
V - F 0 -657
F - T 468 -621
Webs Tens.Comp.
R - I 447 -78
I - Q 39 -1127
Q - L 1466 0
L - P 0 -2212
P - N 3034 0
N - O 0 -1407
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.554 T 506 480
VERT(CL):0.761 T 368 360
HORZ(LL):0.054 B - -
HORZ(TL):0.074 B - -
Creep Factor: 2.0
Max TC CSI:0.704
Max BC CSI:0.492
Max Web CSI:0.722
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F35
Ply: 1
Qty:1
SEQN:134816 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T50
DrwNo:353.22.1127.58823
/FV 12/19/2022
23'10"8
5'12'6'10"8
3"
2'7"14(TYP)
8"6 3"
2'11"10
2'11"10
3'4"8
4"14
8'3"6
4'10"14
8'8"4
4"14
13'7"2
4'10"14
14'10"
1'2"14
15'8"10
10"1016'1"8
4"14
21'0"6
4'10"14
21'5"4
4"14
23'10"8
2'5"4
1'4"1"8
++
20'10"
A B C D E F G H I J K L M N
OPQRSTUVWX
6X10
3X4 8X14
W=3X45X10
5X10 W=H0308
5X10 W=3X4
5X6W=H0308
3X5
5X10
W=3X4 5X10
8X14
6X10
3X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 2.5X6 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.55" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any
point when panels are 30" or less.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 1313 /-/-/-/-/-
O 1313 /-/-/-/-/-
X Brg Wid = -Min Req =-
O Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2829B - C 0 -2829
C - D 0 -2829
D - E 0 -6272
E - F 0 -6272
F - G 0 -6682
G - H 0 -6682
Chords Tens.Comp.
H - I 0 -6684I - J 0 -6241
J - K 0 -6241
K - L 0 -6241
L - M 0 -2835
M - N 0 -2835
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 4888 0
V - U 6881 0
U - T 6881 0
T - S 6684 0
Chords Tens.Comp.
S - R 6684 0
R - Q 6667 0
Q - P 4883 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 113 -1404
A - W 3028 0
W -D 0 -2224
D - V 1495 0
V - F 0 -657
F - T 468 -621
Webs Tens.Comp.
R - I 447 -78
I - Q 39 -1127
Q - L 1466 0
L - P 0 -2212
P - N 3034 0
N - O 0 -1407
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.554 T 506 480
VERT(CL):0.761 T 368 360
HORZ(LL):0.054 B - -
HORZ(TL):0.074 B - -
Creep Factor: 2.0
Max TC CSI:0.704
Max BC CSI:0.492
Max Web CSI:0.722
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F35
Ply: 1
Qty:1
SEQN:134816 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T50
DrwNo:353.22.1127.58823
/FV 12/19/2022
23'10"8
5'12'6'10"8
3"
2'7"14(TYP)
8"6 3"
2'11"10
2'11"10
3'4"8
4"14
8'3"6
4'10"14
8'8"4
4"14
13'7"2
4'10"14
14'10"
1'2"14
15'8"10
10"1016'1"8
4"14
21'0"6
4'10"14
21'5"4
4"14
23'10"8
2'5"4
1'4"1"8
++
20'10"
A B C D E F G H I J K L M N
OPQRSTUVWX
6X10
3X4 8X14
W=3X45X10
5X10 W=H0308
5X10 W=3X4
5X6W=H0308
3X5
5X10
W=3X4 5X10
8X14
6X10
3X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W4 2x4 SP M-31; W12,W14,W16 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 7.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 23.88BC: From 10 plf at 0.00 to 10 plf at 23.88
TC: 655 lb Conc. Load at 1.60, 3.60, 5.60, 7.60TC: 186 lb Conc. Load at 23.15BC: 1904 lb Conc. Load at 9.63
Plating Notes
All plates are 4X10 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Negative reaction(s) of -1696# MAX. from a non-windload case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 3235 /-/-/-/-/-
P 5797 /-/-/-/-/-
M 123 /-1696 /-/-/-/-
X Brg Wid = -Min Req =-
P Brg Wid = 3.5 Min Req =2.0 (Truss)
M Brg Wid = -Min Req =-
Bearing P is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -3160
B - C 0 -5421
C - D 0 -6486
D - E 0 -6302
E - F 0 -4153
F - G 0 -4153
Chords Tens.Comp.
G - H 0 -1145
H - I 2150 0
I - J 5476 0
J - K 3688 0
K - L 1680 -12
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 3598 0
V - U 5679 0
U - T 6607 0
T - S 6001 0
S - R 1551 0
Chords Tens.Comp.
R - Q 0 -1705
Q - P 0 -5013
P - O 0 -3963
O - N 14 -1959
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 0 -1497
A - W 3415 0
W -B 0 -1503
B - V 2032 0
V - C 0 -885
C - U 880 0
U - D 0 -414
T - E 1034 0
E - S 0 -2155
S - G 2862 0
G - R 0 -1392
Webs Tens.Comp.
R - H 3175 0
H - Q 0 -1531
Q - I 3147 0
I - P 0 -1593
P - J 0 -1782
J - O 944 0
O - K 0 -2036
K - N 956 -7
N - L 12 -1890
L - M 790 -51
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.340 T 647 480
VERT(CL):0.468 T 471 360
HORZ(LL):0.054 A - -
HORZ(TL):0.075 A - -
Creep Factor: 2.0
Max TC CSI:0.833
Max BC CSI:0.653
Max Web CSI:0.896
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F36
Ply: 2
Qty:1
SEQN:135620 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T26
DrwNo:353.22.1128.05173
/FV 12/19/2022
2 Complete Trusses Required
W2 W4 W12 W14 W16
18'2"12 5'7"12
6"
6"
2'6"6
2'0"6
4'9"5
2'2"14
7'3"3
2'5"14
9'9"2
2'5"14
11'4"4
1'7"2
13'3"15
1'11"10
15'6"13
2'2"14
17'11"8
2'4"11
19'11"
1'11"8
21'9"
1'10"
23'10"8
2'1"8
2'1"6
2'1"6
4'4"5
2'2"14
6'11"11
2'7"6
9'5"10
2'5"14
11'4"4
1'10"10
13'8"15
2'4"10
16'1"5
2'4"6
18'4"8
2'3"3
20'2"8
1'10"
22'0"8
1'10"
23'10"8
1'10"1'4"20'10"
A B C D E F G H I J K L
MNOPQRSTUVWX
3X12
3X4
5X6
3X10
2.5X6
2.5X6
3X4
4X5
5X5 5X5
6X12 8X10 4X5
4X5
4X6
4X6
4X6
4X6
2X10
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W4 2x4 SP M-31; W12,W14,W16 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 7.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 23.88BC: From 10 plf at 0.00 to 10 plf at 23.88
TC: 655 lb Conc. Load at 1.60, 3.60, 5.60, 7.60TC: 186 lb Conc. Load at 23.15BC: 1904 lb Conc. Load at 9.63
Plating Notes
All plates are 4X10 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Negative reaction(s) of -1696# MAX. from a non-windload case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 3235 /-/-/-/-/-
P 5797 /-/-/-/-/-
M 123 /-1696 /-/-/-/-
X Brg Wid = -Min Req =-
P Brg Wid = 3.5 Min Req =2.0 (Truss)
M Brg Wid = -Min Req =-
Bearing P is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -3160
B - C 0 -5421
C - D 0 -6486
D - E 0 -6302
E - F 0 -4153
F - G 0 -4153
Chords Tens.Comp.
G - H 0 -1145
H - I 2150 0
I - J 5476 0
J - K 3688 0
K - L 1680 -12
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 3598 0
V - U 5679 0
U - T 6607 0
T - S 6001 0
S - R 1551 0
Chords Tens.Comp.
R - Q 0 -1705
Q - P 0 -5013
P - O 0 -3963
O - N 14 -1959
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - X 0 -1497
A - W 3415 0
W -B 0 -1503
B - V 2032 0
V - C 0 -885
C - U 880 0
U - D 0 -414
T - E 1034 0
E - S 0 -2155
S - G 2862 0
G - R 0 -1392
Webs Tens.Comp.
R - H 3175 0
H - Q 0 -1531
Q - I 3147 0
I - P 0 -1593
P - J 0 -1782
J - O 944 0
O - K 0 -2036
K - N 956 -7
N - L 12 -1890
L - M 790 -51
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.340 T 647 480
VERT(CL):0.468 T 471 360
HORZ(LL):0.054 A - -
HORZ(TL):0.075 A - -
Creep Factor: 2.0
Max TC CSI:0.833
Max BC CSI:0.653
Max Web CSI:0.896
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F36
Ply: 2
Qty:1
SEQN:135620 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T26
DrwNo:353.22.1128.05173
/FV 12/19/2022
2 Complete Trusses Required
W2 W4 W12 W14 W16
18'2"12 5'7"12
6"
6"
2'6"6
2'0"6
4'9"5
2'2"14
7'3"3
2'5"14
9'9"2
2'5"14
11'4"4
1'7"2
13'3"15
1'11"10
15'6"13
2'2"14
17'11"8
2'4"11
19'11"
1'11"8
21'9"
1'10"
23'10"8
2'1"8
2'1"6
2'1"6
4'4"5
2'2"14
6'11"11
2'7"6
9'5"10
2'5"14
11'4"4
1'10"10
13'8"15
2'4"10
16'1"5
2'4"6
18'4"8
2'3"3
20'2"8
1'10"
22'0"8
1'10"
23'10"8
1'10"1'4"20'10"
A B C D E F G H I J K L
MNOPQRSTUVWX
3X12
3X4
5X6
3X10
2.5X6
2.5X6
3X4
4X5
5X5 5X5
6X12 8X10 4X5
4X5
4X6
4X6
4X6
4X6
2X10
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 655 /-/-/-/-/-
H 635 /-/-/-/-/-
M Brg Wid = -Min Req =-
H Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1090
B - C 0 -1090
C - D 0 -1439
Chords Tens.Comp.
D - E 0 -1071
E - F 0 -1071
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 1441 0
K - J 1439 0
Chords Tens.Comp.
J - I 1435 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - M 0 -645
A - L 1208 0L - C 0 -493
D - I 0 -600
Webs Tens.Comp.
I - F 1179 0
F - G 0 -609G - H 0 -614
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.133 K 999 480
VERT(CL):0.197 K 693 360
HORZ(LL):0.020 B - -
HORZ(TL):0.031 B - -
Creep Factor: 2.0
Max TC CSI:0.685
Max BC CSI:0.740
Max Web CSI:0.575
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F37
Ply: 1
Qty:4
SEQN:134770 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T24
DrwNo:353.22.1128.26143
/FV 12/19/2022
3"8
11'10"2
3"2'6"12
(TYP)
1'4"14 3"
5'6"
5'6"
7'6"
2'
11'10"2
4'4"2
1'4"+
20'10"
A B C D E FG
HIJKLM
3X6
2X4
1X4
3X8
3X4
1X4 1X4
3X4 1X4
3X8
2.5X6
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 655 /-/-/-/-/-
H 635 /-/-/-/-/-
M Brg Wid = -Min Req =-
H Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1090
B - C 0 -1090
C - D 0 -1439
Chords Tens.Comp.
D - E 0 -1071
E - F 0 -1071
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 1441 0
K - J 1439 0
Chords Tens.Comp.
J - I 1435 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - M 0 -645
A - L 1208 0L - C 0 -493
D - I 0 -600
Webs Tens.Comp.
I - F 1179 0
F - G 0 -609G - H 0 -614
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.133 K 999 480
VERT(CL):0.197 K 693 360
HORZ(LL):0.020 B - -
HORZ(TL):0.031 B - -
Creep Factor: 2.0
Max TC CSI:0.685
Max BC CSI:0.740
Max Web CSI:0.575
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F37
Ply: 1
Qty:4
SEQN:134770 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T24
DrwNo:353.22.1128.26143
/FV 12/19/2022
3"8
11'10"2
3"2'6"12
(TYP)
1'4"14 3"
5'6"
5'6"
7'6"
2'
11'10"2
4'4"2
1'4"+
20'10"
A B C D E FG
HIJKLM
3X6
2X4
1X4
3X8
3X4
1X4 1X4
3X4 1X4
3X8
2.5X6
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W10 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 3.52TC: From 50 plf at 3.52 to 50 plf at 9.52TC: From 100 plf at 9.52 to 100 plf at 11.84
BC: From 10 plf at 0.00 to 10 plf at 3.52BC: From 5 plf at 3.52 to 5 plf at 9.52BC: From 10 plf at 9.52 to 10 plf at 11.84TC: 783 lb Conc. Load at 3.52TC: 777 lb Conc. Load at 5.52, 7.52, 9.52
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1904 /-/-/-/-/-
G 2182 /-/-/-/-/-
L Brg Wid = -Min Req =-
G Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1952
B - C 0 -3292
C - D 0 -3292
Chords Tens.Comp.
D - E 0 -3287
E - F 0 -2159
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 2197 0
J - I 3406 0
Chords Tens.Comp.
I - H 2436 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -925
A - K 2130 0K - B 0 -906
B - J 1216 0
C - J 0 -485
Webs Tens.Comp.
D - I 0 -442
I - E 958 0E - H 0 -1026
H - F 2351 0
F - G 0 -1056
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.129 C 999 480
VERT(CL):0.178 C 799 360
HORZ(LL):0.028 A - -
HORZ(TL):0.038 A - -
Creep Factor: 2.0
Max TC CSI:0.739
Max BC CSI:0.508
Max Web CSI:0.664
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F38
Ply: 2
Qty:1
SEQN:134791 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T82
DrwNo:353.22.1128.28383
/FV 12/19/2022
2 Complete Trusses Required
W2 W10
11'10"2
2'7"4
2'7"4
4'9"3
2'2"
6'11"3
2'2"
9'2"14
2'3"12
11'5"2
2'2"4
11'10"2
5"
2'2"4
2'2"4
4'9"3
2'7"
7'2"11
2'5"8
9'6"14
2'4"4
11'10"2
2'3"41'4"20'10"
A B C D E F
GHIJKL
3X8
2X4 3X10
4X5 2X4
4X10
3X4
3X5
3X5
4X8
3X10
3X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W10 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 3.52TC: From 50 plf at 3.52 to 50 plf at 9.52TC: From 100 plf at 9.52 to 100 plf at 11.84
BC: From 10 plf at 0.00 to 10 plf at 3.52BC: From 5 plf at 3.52 to 5 plf at 9.52BC: From 10 plf at 9.52 to 10 plf at 11.84TC: 783 lb Conc. Load at 3.52TC: 777 lb Conc. Load at 5.52, 7.52, 9.52
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1904 /-/-/-/-/-
G 2182 /-/-/-/-/-
L Brg Wid = -Min Req =-
G Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1952
B - C 0 -3292
C - D 0 -3292
Chords Tens.Comp.
D - E 0 -3287
E - F 0 -2159
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 2197 0
J - I 3406 0
Chords Tens.Comp.
I - H 2436 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -925
A - K 2130 0K - B 0 -906
B - J 1216 0
C - J 0 -485
Webs Tens.Comp.
D - I 0 -442
I - E 958 0E - H 0 -1026
H - F 2351 0
F - G 0 -1056
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.129 C 999 480
VERT(CL):0.178 C 799 360
HORZ(LL):0.028 A - -
HORZ(TL):0.038 A - -
Creep Factor: 2.0
Max TC CSI:0.739
Max BC CSI:0.508
Max Web CSI:0.664
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F38
Ply: 2
Qty:1
SEQN:134791 FLAT
FROM:
Cust: R215 JRef:1XLJ2150001 T82
DrwNo:353.22.1128.28383
/FV 12/19/2022
2 Complete Trusses Required
W2 W10
11'10"2
2'7"4
2'7"4
4'9"3
2'2"
6'11"3
2'2"
9'2"14
2'3"12
11'5"2
2'2"4
11'10"2
5"
2'2"4
2'2"4
4'9"3
2'7"
7'2"11
2'5"8
9'6"14
2'4"4
11'10"2
2'3"41'4"20'10"
A B C D E F
GHIJKL
3X8
2X4 3X10
4X5 2X4
4X10
3X4
3X5
3X5
4X8
3X10
3X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 764 /-/-/-/-/-
I 764 /-/-/-/-/-
M Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 7.0 Min Req =1.5 (Truss)
Bearings M & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1381
B - C 0 -1381
C - D 0 -2163
Chords Tens.Comp.
D - E 0 -2163
E - F 0 -564
F - G 0 -564
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 2039 0
Chords Tens.Comp.
K - J 1638 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - M 0 -756
A - N 0 -745
A - L 1521 0L - C 0 -727
K - E 580 0
Webs Tens.Comp.
E - J 0 -1187
J - G 963 0
G - H 0 -770H - I 0 -775
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.144 D 999 480
VERT(CL):0.198 D 832 360
HORZ(LL):0.016 J - -
HORZ(TL):0.023 J - -
Creep Factor: 2.0
Max TC CSI:0.187
Max BC CSI:0.283
Max Web CSI:0.724
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F39
Ply: 1
Qty:1
SEQN:134779 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T51
DrwNo:353.22.1128.31887
/FV 12/19/2022
3"8
14'1"8
3"2'6"12
(TYP)
9"12
3"1'4"+
20'10"
A B C D E F GH
IJKLM
N
1.5X33X6
2X4
1X4
3X10
3X4 1X4
2.5X6
2.5X6 1X4
4X8
4X4
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 764 /-/-/-/-/-
I 764 /-/-/-/-/-
M Brg Wid = 5.5 Min Req =1.5 (Truss)
I Brg Wid = 7.0 Min Req =1.5 (Truss)
Bearings M & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1381
B - C 0 -1381
C - D 0 -2163
Chords Tens.Comp.
D - E 0 -2163
E - F 0 -564
F - G 0 -564
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 2039 0
Chords Tens.Comp.
K - J 1638 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - M 0 -756
A - N 0 -745
A - L 1521 0L - C 0 -727
K - E 580 0
Webs Tens.Comp.
E - J 0 -1187
J - G 963 0
G - H 0 -770H - I 0 -775
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.144 D 999 480
VERT(CL):0.198 D 832 360
HORZ(LL):0.016 J - -
HORZ(TL):0.023 J - -
Creep Factor: 2.0
Max TC CSI:0.187
Max BC CSI:0.283
Max Web CSI:0.724
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F39
Ply: 1
Qty:1
SEQN:134779 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T51
DrwNo:353.22.1128.31887
/FV 12/19/2022
3"8
14'1"8
3"2'6"12
(TYP)
9"12
3"1'4"+
20'10"
A B C D E F GH
IJKLM
N
1.5X33X6
2X4
1X4
3X10
3X4 1X4
2.5X6
2.5X6 1X4
4X8
4X4
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 122 /-/-/-/-/-
N*105 /-/-/-/-/-
N Brg Wid = 5.5 Min Req =1.5 (Truss)
N Brg Wid = 162 Min Req =-
Bearings N & N are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.004 E 999 480
VERT(CL):0.005 E 999 360
HORZ(LL):0.000 G - -
HORZ(TL):0.001 G - -
Creep Factor: 2.0
Max TC CSI:0.194
Max BC CSI:0.073
Max Web CSI:0.070
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F40
Ply: 1
Qty:1
SEQN:134777 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T56
DrwNo:353.22.1128.34187
/FV 12/19/2022
3"8
14'1"8
3"2'7"8 1'8"12 2'6"12
(TYP)
1'7"
14'1"81'4"20'10"
A B C D E F G
I
JKLM
N
1.5X3
2X4
1X4
2.5X6
1X4
2.5X6
2X4
1.5X3
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 122 /-/-/-/-/-
N*105 /-/-/-/-/-
N Brg Wid = 5.5 Min Req =1.5 (Truss)
N Brg Wid = 162 Min Req =-
Bearings N & N are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.004 E 999 480
VERT(CL):0.005 E 999 360
HORZ(LL):0.000 G - -
HORZ(TL):0.001 G - -
Creep Factor: 2.0
Max TC CSI:0.194
Max BC CSI:0.073
Max Web CSI:0.070
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F40
Ply: 1
Qty:1
SEQN:134777 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T56
DrwNo:353.22.1128.34187
/FV 12/19/2022
3"8
14'1"8
3"2'7"8 1'8"12 2'6"12
(TYP)
1'7"
14'1"81'4"20'10"
A B C D E F G
I
JKLM
N
1.5X3
2X4
1X4
2.5X6
1X4
2.5X6
2X4
1.5X3
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 777 /-/-/-/-/-
H 777 /-/-/-/-/-
M Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1321B - C 0 -1321
C - D 0 -2059
Chords Tens.Comp.
D - E 0 -2055E - F 0 -1341
F - G 0 -1341
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 2056 0
K - J 2059 0
Chords Tens.Comp.
J - I 1980 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - M 0 -760
A - L 1464 0
L - C 0 -867
Webs Tens.Comp.
E - I 0 -707
I - G 1486 0
G - H 0 -751
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.169 D 967 480
VERT(CL):0.243 D 671 360
HORZ(LL):0.015 I - -
HORZ(TL):0.021 I - -
Creep Factor: 2.0
Max TC CSI:0.308
Max BC CSI:0.329
Max Web CSI:0.708
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F41
Ply: 1
Qty:3
SEQN:134775 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T15
DrwNo:353.22.1128.36790
/FV 12/19/2022
14'1"8
3"2'6"12
(TYP)
1'2"4 3"
5'6"
5'6"
7'6"
2'
14'1"8
6'7"8
1'4"+
20'10"
A B C D E F G
HIJKLM
3X8
2X4
1X4
3X10
3X4
1X4
1X4
3X4
3X4 1X4
3X10
3X8
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 777 /-/-/-/-/-
H 777 /-/-/-/-/-
M Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1321B - C 0 -1321
C - D 0 -2059
Chords Tens.Comp.
D - E 0 -2055E - F 0 -1341
F - G 0 -1341
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 2056 0
K - J 2059 0
Chords Tens.Comp.
J - I 1980 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - M 0 -760
A - L 1464 0
L - C 0 -867
Webs Tens.Comp.
E - I 0 -707
I - G 1486 0
G - H 0 -751
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.169 D 967 480
VERT(CL):0.243 D 671 360
HORZ(LL):0.015 I - -
HORZ(TL):0.021 I - -
Creep Factor: 2.0
Max TC CSI:0.308
Max BC CSI:0.329
Max Web CSI:0.708
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F41
Ply: 1
Qty:3
SEQN:134775 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T15
DrwNo:353.22.1128.36790
/FV 12/19/2022
14'1"8
3"2'6"12
(TYP)
1'2"4 3"
5'6"
5'6"
7'6"
2'
14'1"8
6'7"8
1'4"+
20'10"
A B C D E F G
HIJKLM
3X8
2X4
1X4
3X10
3X4
1X4
1X4
3X4
3X4 1X4
3X10
3X8
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 14.13
BC: From 10 plf at 0.00 to 10 plf at 14.13TC: 186 lb Conc. Load at 13.40
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 783 /-/-/-/-/-
H 956 /-/-/-/-/-
L Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1352B - C 0 -1352
C - D 0 -2163
Chords Tens.Comp.
D - E 0 -2163E - F 0 -593
F - G 0 -593
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 2026 0
Chords Tens.Comp.
J - I 1651 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -773
A - K 1498 0
K - C 0 -745
J - E 566 0
Webs Tens.Comp.
E - I 0 -1170
I - G 1067 0
G - H 0 -953
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.143 D 999 480
VERT(CL):0.196 D 833 360
HORZ(LL):0.016 I - -
HORZ(TL):0.023 I - -
Creep Factor: 2.0
Max TC CSI:0.175
Max BC CSI:0.280
Max Web CSI:0.714
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F42
Ply: 1
Qty:1
SEQN:134786 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T91
DrwNo:353.22.1128.46723
/FV 12/19/2022
14'1"8
3"2'6"12
(TYP)
9"12
3"1'4"+
20'10"
A B C D E F G
HIJKL
3X8
2X4
1X4
3X10
3X4 1X4
2.5X6
2.5X6 1X4
4X6
4X5
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 14.13
BC: From 10 plf at 0.00 to 10 plf at 14.13TC: 186 lb Conc. Load at 13.40
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 783 /-/-/-/-/-
H 956 /-/-/-/-/-
L Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1352B - C 0 -1352
C - D 0 -2163
Chords Tens.Comp.
D - E 0 -2163E - F 0 -593
F - G 0 -593
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 2026 0
Chords Tens.Comp.
J - I 1651 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - L 0 -773
A - K 1498 0
K - C 0 -745
J - E 566 0
Webs Tens.Comp.
E - I 0 -1170
I - G 1067 0
G - H 0 -953
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.143 D 999 480
VERT(CL):0.196 D 833 360
HORZ(LL):0.016 I - -
HORZ(TL):0.023 I - -
Creep Factor: 2.0
Max TC CSI:0.175
Max BC CSI:0.280
Max Web CSI:0.714
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F42
Ply: 1
Qty:1
SEQN:134786 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T91
DrwNo:353.22.1128.46723
/FV 12/19/2022
14'1"8
3"2'6"12
(TYP)
9"12
3"1'4"+
20'10"
A B C D E F G
HIJKL
3X8
2X4
1X4
3X10
3X4 1X4
2.5X6
2.5X6 1X4
4X6
4X5
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 186 /-/-/-/-/-
D 186 /-/-/-/-/-
F Brg Wid = -Min Req =-
D Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 B 999 480
VERT(CL):0.007 B 999 360
HORZ(LL):-0.001 C - -
HORZ(TL):0.001 C - -
Creep Factor: 2.0
Max TC CSI:0.380
Max BC CSI:0.094
Max Web CSI:0.143
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F43
Ply: 1
Qty:1
SEQN:134784 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T59
DrwNo:353.22.1128.48970
/FV 12/19/2022
3'4"8
3"2'6"12 3"12
3"1'4"20'10"
A B C
DEF
2.5X6
2X4
1X4
4X5
4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 186 /-/-/-/-/-
D 186 /-/-/-/-/-
F Brg Wid = -Min Req =-
D Brg Wid = -Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 B 999 480
VERT(CL):0.007 B 999 360
HORZ(LL):-0.001 C - -
HORZ(TL):0.001 C - -
Creep Factor: 2.0
Max TC CSI:0.380
Max BC CSI:0.094
Max Web CSI:0.143
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:F43
Ply: 1
Qty:1
SEQN:134784 SY42
FROM:
Cust: R215 JRef:1XLJ2150001 T59
DrwNo:353.22.1128.48970
/FV 12/19/2022
3'4"8
3"2'6"12 3"12
3"1'4"20'10"
A B C
DEF
2.5X6
2X4
1X4
4X5
4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Right end vertical exposed to wind pressure.Deflection meets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 63 /-/-/80 /34 /79
C 63 /-/-/75 /68 /-
Wind reactions based on MWFRS
D Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = 10.5 Min Req =1.5 (Truss)
Bearings D & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 23.09 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 A 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.001 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.016
Max Web CSI:0.113
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:G01
Ply: 1
Qty:1
SEQN:135808 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T87
DrwNo:353.22.1128.55847
/FV 12/19/2022
1'4"
1'4"
1'4"1'10"112'7"620'10"
A
B
CD
6.5
12
3X4
2X4
2X4
2.5X6
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Right end vertical exposed to wind pressure.Deflection meets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 63 /-/-/80 /34 /79
C 63 /-/-/75 /68 /-
Wind reactions based on MWFRS
D Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = 10.5 Min Req =1.5 (Truss)
Bearings D & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 23.09 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 A 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.001 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.016
Max Web CSI:0.113
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:G01
Ply: 1
Qty:1
SEQN:135808 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T87
DrwNo:353.22.1128.55847
/FV 12/19/2022
1'4"
1'4"
1'4"1'10"112'7"620'10"
A
B
CD
6.5
12
3X4
2X4
2X4
2.5X6
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 63 /-/-/36 /-/24
C 63 /-/-/58 /44 /-
Wind reactions based on MWFRS
D Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = -Min Req =-
Bearing D is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 23.09 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.030
Max BC CSI:0.016
Max Web CSI:0.026
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:G02
Ply: 1
Qty:3
SEQN:135806 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T53
DrwNo:353.22.1129.02640
/FV 12/19/2022
1'4"
1'4"
1'4"1'10"112'7"620'10"
A
B
CD
6.5
12
3X4
2X4
2X4
3X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 63 /-/-/36 /-/24
C 63 /-/-/58 /44 /-
Wind reactions based on MWFRS
D Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = -Min Req =-
Bearing D is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 23.09 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.030
Max BC CSI:0.016
Max Web CSI:0.026
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:G02
Ply: 1
Qty:3
SEQN:135806 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T53
DrwNo:353.22.1129.02640
/FV 12/19/2022
1'4"
1'4"
1'4"1'10"112'7"620'10"
A
B
CD
6.5
12
3X4
2X4
2X4
3X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AT*132 /-/-/81 /-/27
AM 17 /-46 /-/255 /535 /-
CK*191 /-/-/113 /-/-
Wind reactions based on MWFRS
AT Brg Wid = 148 Min Req =-
AM Brg Wid = 5.5 Min Req =1.5 (Truss)
CK Brg Wid = 102 Min Req =-
Bearings AT, AM, & AD are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
G - H 90 -455
H - I 146 -460
I - J 211 -460
J - K 261 -450
K - L 213 -396
L - M 213 -395
Chords Tens.Comp.
M - N 213 -395
N - O 213 -397
O - P 248 -438
P - Q 225 -492
Q - R 158 -491
R - S 105 -484
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AX-AP 53 -486
AX- G 53 -486
G -AY 444 -103
AY-BB 520 -135
BB-BD 566 -155
BD-AM 617 -179
Webs Tens.Comp.
CB-CC 546 0
CC-CD 680 0
CD- S 671 0
S -CG 74 -856
CG-AC 74 -856
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.64 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.45 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.045 M 999 240
VERT(CL):0.105 M 999 180
HORZ(LL):-0.020 O - -
HORZ(TL):0.030 P - -
Creep Factor: 2.0
Max TC CSI:0.290
Max BC CSI:0.191
Max Web CSI:0.601
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:H01
Ply: 1
Qty:1
SEQN:135820 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T61
DrwNo:353.22.1129.06823
/FV 12/19/2022
SC1 SC2
12'7"12 21'10"4
1'3"
2'(TYP)
2'2"5
1'9"11 1'1"4
2'10"5
2'10"5
7'4"6
4'6"1
14'6"4
7'1"14
19'11"12
5'5"8
25'3"8
5'3"12
27'1"2
1'9"10
31'7"11
4'6"9
34'6"
2'10"5
7'3"2
7'3"2
12'7"12
5'4"10
14'7"12
2'
15'5"5
9"9
19'0"11
3'7"6
20'
11"5
27'2"14
7'2"14
34'6"
7'3"2
3'(NNL)3'(NNL)3'5"911'(a)
(a)(a)
20'10"
A C
DE
F
G
H
I
J
K L M N O
P
Q
R
S
T
UV
W X
YZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT
AX
AY
BB
BD
CB
CC
CD
CG
CK
6.5 12
2X4(**)
2X4(**)3X4 3X45X6
5X6
5X6
5X5
5X6 5X65X5 3X42.5X6
5X53X4
3X4
5X65X6
5X6 5X6
3X4
3X4
5X6
5X5
3X4
5X6 3X4
5X53X4 5X6
5X5
3X4
5X6
5X6
5X63X4
3X4
2X4(**)2X4(**)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AT*132 /-/-/81 /-/27
AM 17 /-46 /-/255 /535 /-
CK*191 /-/-/113 /-/-
Wind reactions based on MWFRS
AT Brg Wid = 148 Min Req =-
AM Brg Wid = 5.5 Min Req =1.5 (Truss)
CK Brg Wid = 102 Min Req =-
Bearings AT, AM, & AD are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
G - H 90 -455
H - I 146 -460
I - J 211 -460
J - K 261 -450
K - L 213 -396
L - M 213 -395
Chords Tens.Comp.
M - N 213 -395
N - O 213 -397
O - P 248 -438
P - Q 225 -492
Q - R 158 -491
R - S 105 -484
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AX-AP 53 -486
AX- G 53 -486
G -AY 444 -103
AY-BB 520 -135
BB-BD 566 -155
BD-AM 617 -179
Webs Tens.Comp.
CB-CC 546 0
CC-CD 680 0
CD- S 671 0
S -CG 74 -856
CG-AC 74 -856
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.64 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.45 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.045 M 999 240
VERT(CL):0.105 M 999 180
HORZ(LL):-0.020 O - -
HORZ(TL):0.030 P - -
Creep Factor: 2.0
Max TC CSI:0.290
Max BC CSI:0.191
Max Web CSI:0.601
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:H01
Ply: 1
Qty:1
SEQN:135820 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T61
DrwNo:353.22.1129.06823
/FV 12/19/2022
SC1 SC2
12'7"12 21'10"4
1'3"
2'(TYP)
2'2"5
1'9"11 1'1"4
2'10"5
2'10"5
7'4"6
4'6"1
14'6"4
7'1"14
19'11"12
5'5"8
25'3"8
5'3"12
27'1"2
1'9"10
31'7"11
4'6"9
34'6"
2'10"5
7'3"2
7'3"2
12'7"12
5'4"10
14'7"12
2'
15'5"5
9"9
19'0"11
3'7"6
20'
11"5
27'2"14
7'2"14
34'6"
7'3"2
3'(NNL)3'(NNL)3'5"911'(a)
(a)(a)
20'10"
A C
DE
F
G
H
I
J
K L M N O
P
Q
R
S
T
UV
W X
YZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASAT
AX
AY
BB
BD
CB
CC
CD
CG
CK
6.5 12
2X4(**)
2X4(**)3X4 3X45X6
5X6
5X6
5X5
5X6 5X65X5 3X42.5X6
5X53X4
3X4
5X65X6
5X6 5X6
3X4
3X4
5X6
5X5
3X4
5X6 3X4
5X53X4 5X6
5X5
3X4
5X6
5X6
5X63X4
3X4
2X4(**)2X4(**)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I*94 /-/-/66 /29 /27
Wind reactions based on MWFRS
I Brg Wid = 78.9 Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 50 -381
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - N 1049 -140
Webs Tens.Comp.
N - L 1047 -140
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - M 117 -1036
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.23 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 B 999 240
VERT(CL):0.004 B 999 180
HORZ(LL):-0.025 F - -
HORZ(TL):0.030 F - -
Creep Factor: 2.0
Max TC CSI:0.248
Max BC CSI:0.033
Max Web CSI:0.347
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:H02
Ply: 1
Qty:1
SEQN:135825 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T80
DrwNo:353.22.1129.09800
/FV 12/19/2022
SC1
6'6"14
2'10"5
2'10"5
5'2"11
2'4"6
6'6"14
1'4"3
1"12
1"12
1'4"7
1'2"11
3'2"11
1'10"4
5'2"11
2'
6'6"14
1'4"3
4'8"1
(NNL)4'11"78'2"320'10"
AB
D
G
ILM
N
6.5 12
2X43X4
3X5
4X6 3X4
4X6
4X6 3X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I*94 /-/-/66 /29 /27
Wind reactions based on MWFRS
I Brg Wid = 78.9 Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 50 -381
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - N 1049 -140
Webs Tens.Comp.
N - L 1047 -140
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - M 117 -1036
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.23 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 B 999 240
VERT(CL):0.004 B 999 180
HORZ(LL):-0.025 F - -
HORZ(TL):0.030 F - -
Creep Factor: 2.0
Max TC CSI:0.248
Max BC CSI:0.033
Max Web CSI:0.347
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:H02
Ply: 1
Qty:1
SEQN:135825 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T80
DrwNo:353.22.1129.09800
/FV 12/19/2022
SC1
6'6"14
2'10"5
2'10"5
5'2"11
2'4"6
6'6"14
1'4"3
1"12
1"12
1'4"7
1'2"11
3'2"11
1'10"4
5'2"11
2'
6'6"14
1'4"3
4'8"1
(NNL)4'11"78'2"320'10"
AB
D
G
ILM
N
6.5 12
2X43X4
3X5
4X6 3X4
4X6
4X6 3X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T1 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W20 2x6 SP 2400f-2.0E;W30 2x4 SP M-31; W31 2x8 SP 2400f-2.0E;M3 2x4 SP #2;Stack Chord: SC1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)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 74 plf at 0.82 to 74 plf at 8.70TC: From 37 plf at 8.70 to 37 plf at 20.76BC: From 90 plf at 0.00 to 90 plf at 0.82BC: From 20 plf at 0.82 to 20 plf at 8.70BC: From 10 plf at 8.70 to 10 plf at 20.76BC: 60 lb Conc. Load at 8.70,10.70,12.70,14.7016.70,18.70,19.70BC: 11726 lb Conc. Load at 12.99BC: 2837 lb Conc. Load at 14.99,16.99,18.99
Plating Notes
All plates are 2X4 except as noted.
(**) 7 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
+ Member to be laterally braced for out ofplane wind loads
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD*35 /-/-/-/16 /-
X 9904 /-/-/-/1599 /-
P 11911 /-/-/-/1915 /-
Y /-174
Wind reactions based on MWFRS
AD Brg Wid = 79.6 Min Req =-
X Brg Wid = 5.5 Min Req =3.7 (Truss)
P Brg Wid = 4.0 Min Req =-
Bearings AD, X, & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - J 611 -4109
J - K 726 -4815
K - L 732 -4870
Chords Tens.Comp.
L - M 742 -4887
M - N 751 -4967
N - O 816 -5339
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
X - W 4223 -640
W -V 4223 -640
Chords Tens.Comp.
V - U 4220 -640
U - T 4231 -641
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X -BA 972 -6355
BA-BD 965 -6351
BD-BE 976 -6405
BE-BF 978 -6417
BF-BG 973 -6441
BG-BH 461 -52
BG- I 1004 -6586
BH- U 466 -53
H -BG 640 -92
I -BJ 4783 -688
BJ- T 4784 -689
Webs Tens.Comp.
T -BL 4694 -704
BK-BL 1440 -220
BK- J 1440 -220
BL-BM 4264 -639
BM- S 1027 -155
BM-BP 4571 -690
BP- R 1231 -202
BP-BS 4922 -751
BS- Q 613 -107
BS- O 5019 -768
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
O - P 858 -5365
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.07 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.145 R 999 240
VERT(CL):0.328 R 508 180
HORZ(LL):-0.060 L - -
HORZ(TL):0.135 L - -
Creep Factor: 2.0
Max TC CSI:0.852
Max BC CSI:0.604
Max Web CSI:0.853
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:H03
Ply: 2
Qty:1
SEQN:136006 GABL
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T30
DrwNo:353.22.1130.25803
/FV 12/19/2022
2 Complete Trusses Required
T1
SC1W20
W30 W31
M3
BL1
6'10"6 13'10"12
10"14
7"4
2'(TYP)
7"4 1'1"4
3"8
3"8
10"147"6
6'2"14
5'4"
12'10"2
6'7"4
16'10"13
4'0"11
20'9"2
3'10"5
10"14
10"14
6'10"14
6'
15'5"6
8'6"8
19'6"2
4'0"12
20'9"2
1'3"
4'(NNL)
5"8 3'5"911'(a)
20'10"
A B C D E
F
G
H
I J
K
L M
N
O
PQRSTUVWXYZAAABACAD
BA
BDBE
BF
BG
BHBJ BK
BL BM
BP
BS
6.512
3X4
3X4
3X4
3X44X6
2X4(**)
4X6
2X4(**)
4X6 4X6
7X84X4
3X4
3X4 6X84X6 2X10 4X67X6
2.5X6
8X10
3X4
H0710(**)
3X4
3X12(**)
7X6
2X10(**)
4X6
2X10(**)
3X4
2X10
4X6
2X10
3X4
3X4
2X4(**)
10X10
6X10
++
++
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP 2400f-2.0E; T1 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W20 2x6 SP 2400f-2.0E;W30 2x4 SP M-31; W31 2x8 SP 2400f-2.0E;M3 2x4 SP #2;Stack Chord: SC1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)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 74 plf at 0.82 to 74 plf at 8.70TC: From 37 plf at 8.70 to 37 plf at 20.76BC: From 90 plf at 0.00 to 90 plf at 0.82BC: From 20 plf at 0.82 to 20 plf at 8.70BC: From 10 plf at 8.70 to 10 plf at 20.76BC: 60 lb Conc. Load at 8.70,10.70,12.70,14.7016.70,18.70,19.70BC: 11726 lb Conc. Load at 12.99BC: 2837 lb Conc. Load at 14.99,16.99,18.99
Plating Notes
All plates are 2X4 except as noted.
(**) 7 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
+ Member to be laterally braced for out ofplane wind loads
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD*35 /-/-/-/16 /-
X 9904 /-/-/-/1599 /-
P 11911 /-/-/-/1915 /-
Y /-174
Wind reactions based on MWFRS
AD Brg Wid = 79.6 Min Req =-
X Brg Wid = 5.5 Min Req =3.7 (Truss)
P Brg Wid = 4.0 Min Req =-
Bearings AD, X, & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - J 611 -4109
J - K 726 -4815
K - L 732 -4870
Chords Tens.Comp.
L - M 742 -4887
M - N 751 -4967
N - O 816 -5339
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
X - W 4223 -640
W -V 4223 -640
Chords Tens.Comp.
V - U 4220 -640
U - T 4231 -641
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X -BA 972 -6355
BA-BD 965 -6351
BD-BE 976 -6405
BE-BF 978 -6417
BF-BG 973 -6441
BG-BH 461 -52
BG- I 1004 -6586
BH- U 466 -53
H -BG 640 -92
I -BJ 4783 -688
BJ- T 4784 -689
Webs Tens.Comp.
T -BL 4694 -704
BK-BL 1440 -220
BK- J 1440 -220
BL-BM 4264 -639
BM- S 1027 -155
BM-BP 4571 -690
BP- R 1231 -202
BP-BS 4922 -751
BS- Q 613 -107
BS- O 5019 -768
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
O - P 858 -5365
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.07 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.145 R 999 240
VERT(CL):0.328 R 508 180
HORZ(LL):-0.060 L - -
HORZ(TL):0.135 L - -
Creep Factor: 2.0
Max TC CSI:0.852
Max BC CSI:0.604
Max Web CSI:0.853
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:H03
Ply: 2
Qty:1
SEQN:136006 GABL
FROM:
Page 1 of 2
Cust: R215 JRef:1XLJ2150001 T30
DrwNo:353.22.1130.25803
/FV 12/19/2022
2 Complete Trusses Required
T1
SC1W20
W30 W31
M3
BL1
6'10"6 13'10"12
10"14
7"4
2'(TYP)
7"4 1'1"4
3"8
3"8
10"147"6
6'2"14
5'4"
12'10"2
6'7"4
16'10"13
4'0"11
20'9"2
3'10"5
10"14
10"14
6'10"14
6'
15'5"6
8'6"8
19'6"2
4'0"12
20'9"2
1'3"
4'(NNL)
5"8 3'5"911'(a)
20'10"
A B C D E
F
G
H
I J
K
L M
N
O
PQRSTUVWXYZAAABACAD
BA
BDBE
BF
BG
BHBJ BK
BL BM
BP
BS
6.512
3X4
3X4
3X4
3X44X6
2X4(**)
4X6
2X4(**)
4X6 4X6
7X84X4
3X4
3X4 6X84X6 2X10 4X67X6
2.5X6
8X10
3X4
H0710(**)
3X4
3X12(**)
7X6
2X10(**)
4X6
2X10(**)
3X4
2X10
4X6
2X10
3X4
3X4
2X4(**)
10X10
6X10
++
++
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Bearing Block(s)
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate3 20.427' 1 15" 17 Rigid SurfaceBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
Deflection
Max JT VERT DEFL: LL: 0.15" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to dropped
top chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The maximum concentrated load is 11727#
Job Number:22-8577
Saas
Truss Label:H03
Ply: 2
Qty:1
SEQN:136006 GABL
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T30
DrwNo:353.22.1130.25803
/FV 12/19/2022
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Wind
Wind loads and reactions based on MWFRS.
End verticals exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Bearing Block(s)
Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate3 20.427' 1 15" 17 Rigid SurfaceBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information.
Deflection
Max JT VERT DEFL: LL: 0.15" DL: 0.18". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to dropped
top chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The maximum concentrated load is 11727#
Job Number:22-8577
Saas
Truss Label:H03
Ply: 2
Qty:1
SEQN:136006 GABL
FROM:
Page 2 of 2
Cust: R215 JRef:1XLJ2150001 T30
DrwNo:353.22.1130.25803
/FV 12/19/2022
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 77 /-/-/57 /29 /-
D 5 /-/0 /3 /-/0
C 10 /-/0 /5 /-/23
Wind reactions based on MWFRS
G Brg Wid = 5.3 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 24.53 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 G - -
HORZ(TL):0.000 G - -
Creep Factor: 2.0
Max TC CSI:0.014
Max BC CSI:0.004
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J01
Ply: 1
Qty:4
SEQN:135603 JACK
FROM:
Cust: R215 JRef:1XLJ2150001 T44
DrwNo:353.22.1130.27803
/FV 12/19/2022
7"
7"
11"8
4"8
5"4
5"4
11"8
6"42'1'5"43'11"822'10"
20'10"
24'6"A
BC
DE
FG
6.5 12
2X4
2X4
3X4
2X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 77 /-/-/57 /29 /-
D 5 /-/0 /3 /-/0
C 10 /-/0 /5 /-/23
Wind reactions based on MWFRS
G Brg Wid = 5.3 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 24.53 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 G - -
HORZ(TL):0.000 G - -
Creep Factor: 2.0
Max TC CSI:0.014
Max BC CSI:0.004
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J01
Ply: 1
Qty:4
SEQN:135603 JACK
FROM:
Cust: R215 JRef:1XLJ2150001 T44
DrwNo:353.22.1130.27803
/FV 12/19/2022
7"
7"
11"8
4"8
5"4
5"4
11"8
6"42'1'5"43'11"822'10"
20'10"
24'6"A
BC
DE
FG
6.5 12
2X4
2X4
3X4
2X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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 2 plf at 0.00 to 2 plf at 4.12
BC: From 2 plf at 0.00 to 2 plf at 4.12TC: 21 lb Conc. Load at 1.36BC: 10 lb Conc. Load at 1.36
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 190 /-/-/8 /-/-
D 64 /-/-/2 /-/-
C 43 /-/-/1 /-/-
Wind reactions based on MWFRS
G Brg Wid = 6.7 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 25.06 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.001 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.067
Max BC CSI:0.114
Max Web CSI:0.044
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J01HJ
Ply: 1
Qty:2
SEQN:135607 HIP_
FROM:
Cust: R215 JRef:1XLJ2150001 T69
DrwNo:353.22.1130.29400
/FV 12/19/2022
8"7
8"7
4'1"7
3'5"
6"11
6"11
4'1"7
3'6"122'1'5"45'0"322'10"
20'10"
25'6"11
A B
C
DE
FG
4.6 12
3X4
2X4
4X42X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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 2 plf at 0.00 to 2 plf at 4.12
BC: From 2 plf at 0.00 to 2 plf at 4.12TC: 21 lb Conc. Load at 1.36BC: 10 lb Conc. Load at 1.36
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 190 /-/-/8 /-/-
D 64 /-/-/2 /-/-
C 43 /-/-/1 /-/-
Wind reactions based on MWFRS
G Brg Wid = 6.7 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 25.06 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.001 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.067
Max BC CSI:0.114
Max Web CSI:0.044
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J01HJ
Ply: 1
Qty:2
SEQN:135607 HIP_
FROM:
Cust: R215 JRef:1XLJ2150001 T69
DrwNo:353.22.1130.29400
/FV 12/19/2022
8"7
8"7
4'1"7
3'5"
6"11
6"11
4'1"7
3'6"122'1'5"45'0"322'10"
20'10"
25'6"11
A B
C
DE
FG
4.6 12
3X4
2X4
4X42X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 189 /-/-/142 /79 /-
D 40 /-/5 /20 /-/2
C 69 /-/5 /36 /9 /75
Wind reactions based on MWFRS
G Brg Wid = 5.2 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 25.07 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 B - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.099
Max BC CSI:0.043
Max Web CSI:0.090
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J02
Ply: 1
Qty:12
SEQN:135604 EJAC
FROM:
Cust: R215 JRef:1XLJ2150001 T23
DrwNo:353.22.1130.31297
/FV 12/19/2022
7"
7"
2'11"8
2'4"8
5"4
5"4
2'11"8
2'6"42'1'5"45'0"822'10"
20'10"
25'7"
A
B
C
DE
FG
6.5
12
2X4
2X4
3X42X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 189 /-/-/142 /79 /-
D 40 /-/5 /20 /-/2
C 69 /-/5 /36 /9 /75
Wind reactions based on MWFRS
G Brg Wid = 5.2 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 25.07 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 B - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.099
Max BC CSI:0.043
Max Web CSI:0.090
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J02
Ply: 1
Qty:12
SEQN:135604 EJAC
FROM:
Cust: R215 JRef:1XLJ2150001 T23
DrwNo:353.22.1130.31297
/FV 12/19/2022
7"
7"
2'11"8
2'4"8
5"4
5"4
2'11"8
2'6"42'1'5"45'0"822'10"
20'10"
25'7"
A
B
C
DE
FG
6.5
12
2X4
2X4
3X42X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 139 /-/-/131 /56 /-
C 59 /-/-/30 /-/50
B 110 /-/-/65 /19 /100
Wind reactions based on MWFRS
D Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = 1.5 Min Req =-
B Brg Wid = 1.5 Min Req =-
Bearing D is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 25.07 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 A 999 240
VERT(CL):0.001 A 999 180
HORZ(LL):-0.001 A - -
HORZ(TL):0.001 A - -
Creep Factor: 2.0
Max TC CSI:0.183
Max BC CSI:0.096
Max Web CSI:0.269
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J03
Ply: 1
Qty:4
SEQN:135605 EJAC
FROM:
Cust: R215 JRef:1XLJ2150001 T68
DrwNo:353.22.1130.42090
/FV 12/19/2022
2'11"8
2'11"83'5"45'0"820'10"
25'7"
A
B
CD
6.5
12
2X4
2.5X6
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 139 /-/-/131 /56 /-
C 59 /-/-/30 /-/50
B 110 /-/-/65 /19 /100
Wind reactions based on MWFRS
D Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = 1.5 Min Req =-
B Brg Wid = 1.5 Min Req =-
Bearing D is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 25.07 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 A 999 240
VERT(CL):0.001 A 999 180
HORZ(LL):-0.001 A - -
HORZ(TL):0.001 A - -
Creep Factor: 2.0
Max TC CSI:0.183
Max BC CSI:0.096
Max Web CSI:0.269
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:J03
Ply: 1
Qty:4
SEQN:135605 EJAC
FROM:
Cust: R215 JRef:1XLJ2150001 T68
DrwNo:353.22.1130.42090
/FV 12/19/2022
2'11"8
2'11"83'5"45'0"820'10"
25'7"
A
B
CD
6.5
12
2X4
2.5X6
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 65 /-/-/42 /1 /30
D 60 /-/-/47 /27 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 10.5 Min Req =1.5 (Truss)
Bearings A & A are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 21.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.042
Max BC CSI:0.015
Max Web CSI:0.025
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:K01
Ply: 1
Qty:2
SEQN:135078 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T55
DrwNo:353.22.1130.44367
/FV 12/19/2022
1'4"
1'2"4
1'2"4
1'4"
1"12
1'2"4
1'2"4
1'4"
1"12
6"12 1'3"720'10"
A
B
CD
6.5
12
3X4(B2)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 65 /-/-/42 /1 /30
D 60 /-/-/47 /27 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 10.5 Min Req =1.5 (Truss)
Bearings A & A are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 21.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.042
Max BC CSI:0.015
Max Web CSI:0.025
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:K01
Ply: 1
Qty:2
SEQN:135078 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T55
DrwNo:353.22.1130.44367
/FV 12/19/2022
1'4"
1'2"4
1'2"4
1'4"
1"12
1'2"4
1'2"4
1'4"
1"12
6"12 1'3"720'10"
A
B
CD
6.5
12
3X4(B2)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 65 /-/-/42 /1 /30
C 60 /-/-/47 /27 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 21.76 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.015
Max Web CSI:0.022
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:K02
Ply: 1
Qty:7
SEQN:134879 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T81
DrwNo:353.22.1130.49357
/FV 12/19/2022
1'4"
1'4"
1'4"
6"12 1'3"720'10"
A
B
C
6.5
12
3X4(B2)
2X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 65 /-/-/42 /1 /30
C 60 /-/-/47 /27 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Truss)
C Brg Wid = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 21.76 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.015
Max Web CSI:0.022
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:K02
Ply: 1
Qty:7
SEQN:134879 MONO
FROM:
Cust: R215 JRef:1XLJ2150001 T81
DrwNo:353.22.1130.49357
/FV 12/19/2022
1'4"
1'4"
1'4"
6"12 1'3"720'10"
A
B
C
6.5
12
3X4(B2)
2X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 16 /-/-/28 /16 /38
B*96 /-/-/70 /42 /-
E 16 /-/-/15 /7 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 45.1 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: > 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.034
Max BC CSI:0.022
Max Web CSI:0.014
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB01
Ply: 1
Qty:1
SEQN:135608 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T54
DrwNo:353.22.1130.52230
/FV 12/19/2022
10"10 3'9"2 10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
0"41'4"81"12 1'6"431'10"31'11"12A
B
C
D
E
6.5
12 4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 16 /-/-/28 /16 /38
B*96 /-/-/70 /42 /-
E 16 /-/-/15 /7 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 45.1 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: > 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.034
Max BC CSI:0.022
Max Web CSI:0.014
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB01
Ply: 1
Qty:1
SEQN:135608 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T54
DrwNo:353.22.1130.52230
/FV 12/19/2022
10"10 3'9"2 10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
0"41'4"81"12 1'6"431'10"31'11"12A
B
C
D
E
6.5
12 4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 0 /-/-/28 /24 /47
B*97 /-/-/70 /44 /-
E 0 /-/-/5 /1 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 59.9 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 32.77 ft
TCDL: 5.0 psf
BCDL: 2.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.001 D - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.066
Max BC CSI:0.038
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB02
Ply: 1
Qty:12
SEQN:135606 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T65
DrwNo:353.22.1130.57747
/FV 12/19/2022
10"9 4'11"15 10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
0"41'8"71"12 1'10"331'10"31'11"12A
B
C
D
E
6.5
12
4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 0 /-/-/28 /24 /47
B*97 /-/-/70 /44 /-
E 0 /-/-/5 /1 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 59.9 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 32.77 ft
TCDL: 5.0 psf
BCDL: 2.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.001 D - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.066
Max BC CSI:0.038
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB02
Ply: 1
Qty:12
SEQN:135606 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T65
DrwNo:353.22.1130.57747
/FV 12/19/2022
10"9 4'11"15 10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
0"41'8"71"12 1'10"331'10"31'11"12A
B
C
D
E
6.5
12
4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 0 /0 /-/28 /24 /47
B*97 /-/-/70 /45 /-
E 14 /-12 /-/5 /1 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 59.9 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: > 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.001 D - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.066
Max BC CSI:0.038
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB03
Ply: 1
Qty:1
SEQN:135609 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T83
DrwNo:353.22.1130.59943
/FV 12/19/2022
10"9 4'11"15 10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
0"41'8"71"12 1'10"331'10"31'11"12A
B
C
D
E
F
6.5
12
4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 0 /0 /-/28 /24 /47
B*97 /-/-/70 /45 /-
E 14 /-12 /-/5 /1 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 59.9 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: > 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.001 D - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.066
Max BC CSI:0.038
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB03
Ply: 1
Qty:1
SEQN:135609 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T83
DrwNo:353.22.1130.59943
/FV 12/19/2022
10"9 4'11"15 10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
0"41'8"71"12 1'10"331'10"31'11"12A
B
C
D
E
F
6.5
12
4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 0 /-/-/28 /24 /47
B*97 /-/-/70 /44 /-
E 0 /-/-/5 /1 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 59.9 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: > 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 D 999 240
VERT(CL):0.001 D 999 180
HORZ(LL):0.001 D - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.066
Max BC CSI:0.038
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB04
Ply: 1
Qty:1
SEQN:135610 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T18
DrwNo:353.22.1131.04050
/FV 12/19/2022
10"9 4'11"15 10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
0"41'8"71"12 1'10"331'10"31'11"12A
B
C
D
E
F
6.5
12
4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 0 /-/-/28 /24 /47
B*97 /-/-/70 /44 /-
E 0 /-/-/5 /1 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 59.9 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: > 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 D 999 240
VERT(CL):0.001 D 999 180
HORZ(LL):0.001 D - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.066
Max BC CSI:0.038
Max Web CSI:0.018
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB04
Ply: 1
Qty:1
SEQN:135610 COMN
FROM:
Cust: R215 JRef:1XLJ2150001 T18
DrwNo:353.22.1131.04050
/FV 12/19/2022
10"9 4'11"15 10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
10"9
10"9
3'4"9
2'5"15
5'10"8
2'5"15
6'9"1
10"9
0"41'8"71"12 1'10"331'10"31'11"12A
B
C
D
E
F
6.5
12
4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 14 /-/-/21 /17 /37
B*95 /-/-/66 /51 /-
E 14 /-/-/8 /10 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 45.1 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 32.60 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.049
Max BC CSI:0.023
Max Web CSI:0.014
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB05
Ply: 1
Qty:1
SEQN:135611 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T28
DrwNo:353.22.1131.06490
/FV 12/19/2022
10"10 3'9"2 10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
0"41'4"81"12 1'6"431'10"31'11"12A
B
C
D
E
6.5
12 4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 14 /-/-/21 /17 /37
B*95 /-/-/66 /51 /-
E 14 /-/-/8 /10 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 45.1 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 32.60 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.049
Max BC CSI:0.023
Max Web CSI:0.014
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB05
Ply: 1
Qty:1
SEQN:135611 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T28
DrwNo:353.22.1131.06490
/FV 12/19/2022
10"10 3'9"2 10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
10"10
10"10
2'9"3
1'10"9
4'7"12
1'10"9
5'6"6
10"10
0"41'4"81"12 1'6"431'10"31'11"12A
B
C
D
E
6.5
12 4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 17 /-/-/27 /15 /36
B*95 /-/-/69 /46 /-
E 17 /-/-/16 /9 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 43.3 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.97 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.021
Max Web CSI:0.013
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB06
Ply: 1
Qty:1
SEQN:135076 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T88
DrwNo:353.22.1131.08613
/FV 12/19/2022
10"10 3'7"4 10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
0"41'4"1"12 1'5"1231'10"31'11"12A
B
C
D
E
6.5
12 4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 17 /-/-/27 /15 /36
B*95 /-/-/69 /46 /-
E 17 /-/-/16 /9 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 43.3 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.97 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.021
Max Web CSI:0.013
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB06
Ply: 1
Qty:1
SEQN:135076 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T88
DrwNo:353.22.1131.08613
/FV 12/19/2022
10"10 3'7"4 10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
0"41'4"1"12 1'5"1231'10"31'11"12A
B
C
D
E
6.5
12 4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 17 /-/-/28 /15 /36
B*95 /-/-/70 /42 /-
E 17 /-/-/16 /8 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 43.3 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 32.75 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.021
Max Web CSI:0.013
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB07
Ply: 1
Qty:1
SEQN:135564 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T66
DrwNo:353.22.1131.10910
/FV 12/19/2022
10"10 3'7"4 10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
0"41'4"1"12 1'5"1231'10"31'11"12A
B
C
D
E
F
6.5
12 4X4
2X4
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4(A1) except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
Refer to DWG PB160160118 for piggyback details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 17 /-/-/28 /15 /36
B*95 /-/-/70 /42 /-
E 17 /-/-/16 /8 /-
Wind reactions based on MWFRS
A Brg Wid = 6.9 Min Req =1.5 (Truss)
B Brg Wid = 43.3 Min Req =-
E Brg Wid = 6.9 Min Req =1.5 (Truss)
Bearings A, B, & E are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 32.75 ft
TCDL: 5.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.001 B 999 180
HORZ(LL):0.000 D - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.021
Max Web CSI:0.013
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:PB07
Ply: 1
Qty:1
SEQN:135564 GABL
FROM:
Cust: R215 JRef:1XLJ2150001 T66
DrwNo:353.22.1131.10910
/FV 12/19/2022
10"10 3'7"4 10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
10"10
10"10
2'8"4
1'9"10
4'5"15
1'9"10
5'4"9
10"10
0"41'4"1"12 1'5"1231'10"31'11"12A
B
C
D
E
F
6.5
12 4X4
2X4
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*94 /-/-/52 /25 /25
Wind reactions based on MWFRS
B Brg Wid = 65.5 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.12 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.028 B 999 240
VERT(CL):0.066 B 973 180
HORZ(LL):-0.011 B - -
HORZ(TL):0.026 B - -
Creep Factor: 2.0
Max TC CSI:0.431
Max BC CSI:0.381
Max Web CSI:0.186
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V01
Ply: 1
Qty:1
SEQN:135080 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T99
DrwNo:353.22.1131.19650
/FV 12/19/2022
5'5"8
5'5"8
5'5"82'11"825'5"14
A
B
C
6.5
12
2X4
2.5X6
3X4(D1)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*94 /-/-/52 /25 /25
Wind reactions based on MWFRS
B Brg Wid = 65.5 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.12 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.028 B 999 240
VERT(CL):0.066 B 973 180
HORZ(LL):-0.011 B - -
HORZ(TL):0.026 B - -
Creep Factor: 2.0
Max TC CSI:0.431
Max BC CSI:0.381
Max Web CSI:0.186
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V01
Ply: 1
Qty:1
SEQN:135080 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T99
DrwNo:353.22.1131.19650
/FV 12/19/2022
5'5"8
5'5"8
5'5"82'11"825'5"14
A
B
C
6.5
12
2X4
2.5X6
3X4(D1)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*93 /-/-/49 /23 /23
Wind reactions based on MWFRS
B Brg Wid = 41.5 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.67 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 B 999 240
VERT(CL):0.016 B 999 180
HORZ(LL):-0.003 B - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.158
Max BC CSI:0.130
Max Web CSI:0.058
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V02
Ply: 1
Qty:1
SEQN:135082 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T89
DrwNo:353.22.1131.21477
/FV 12/19/2022
3'5"8
3'5"8
3'5"81'10"826'6"14
A
B
C
6.5
122X4
2X4
3X4(D1)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*93 /-/-/49 /23 /23
Wind reactions based on MWFRS
B Brg Wid = 41.5 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.67 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 B 999 240
VERT(CL):0.016 B 999 180
HORZ(LL):-0.003 B - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.158
Max BC CSI:0.130
Max Web CSI:0.058
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V02
Ply: 1
Qty:1
SEQN:135082 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T89
DrwNo:353.22.1131.21477
/FV 12/19/2022
3'5"8
3'5"8
3'5"81'10"826'6"14
A
B
C
6.5
122X4
2X4
3X4(D1)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*94 /-/-/62 /25 /25
Wind reactions based on MWFRS
B Brg Wid = 67.0 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.09 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.030 B 999 240
VERT(CL):0.070 B 929 180
HORZ(LL):-0.012 B - -
HORZ(TL):0.028 B - -
Creep Factor: 2.0
Max TC CSI:0.453
Max BC CSI:0.397
Max Web CSI:0.196
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V03
Ply: 1
Qty:1
SEQN:135089 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T105
DrwNo:353.22.1131.32200
/FV 12/19/2022
5'7"
5'7"
5'7"3'0"525'5"1
A
B
C
6.5
12
2X4
2.5X6
3X4(D1)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*94 /-/-/62 /25 /25
Wind reactions based on MWFRS
B Brg Wid = 67.0 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.09 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.030 B 999 240
VERT(CL):0.070 B 929 180
HORZ(LL):-0.012 B - -
HORZ(TL):0.028 B - -
Creep Factor: 2.0
Max TC CSI:0.453
Max BC CSI:0.397
Max Web CSI:0.196
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V03
Ply: 1
Qty:1
SEQN:135089 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T105
DrwNo:353.22.1131.32200
/FV 12/19/2022
5'7"
5'7"
5'7"3'0"525'5"1
A
B
C
6.5
12
2X4
2.5X6
3X4(D1)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*93 /-/-/59 /23 /23
Wind reactions based on MWFRS
B Brg Wid = 43.0 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.63 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 B 999 240
VERT(CL):0.017 B 999 180
HORZ(LL):-0.003 B - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.184
Max BC CSI:0.144
Max Web CSI:0.088
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V04
Ply: 1
Qty:1
SEQN:135091 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T109
DrwNo:353.22.1131.36153
/FV 12/19/2022
3'7"
3'7"
3'7"1'11"526'6"1
A
B
C
6.5
122X4
2X4
3X4(D1)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*93 /-/-/59 /23 /23
Wind reactions based on MWFRS
B Brg Wid = 43.0 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 27.63 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 B 999 240
VERT(CL):0.017 B 999 180
HORZ(LL):-0.003 B - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.184
Max BC CSI:0.144
Max Web CSI:0.088
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V04
Ply: 1
Qty:1
SEQN:135091 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T109
DrwNo:353.22.1131.36153
/FV 12/19/2022
3'7"
3'7"
3'7"1'11"526'6"1
A
B
C
6.5
122X4
2X4
3X4(D1)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*89 /-/-/46 /15 /17
Wind reactions based on MWFRS
B Brg Wid = 19.0 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.17 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 240
VERT(CL):0.001 C 999 180
HORZ(LL):0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.023
Max BC CSI:0.024
Max Web CSI:0.011
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V05
Ply: 1
Qty:1
SEQN:135087 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T106
DrwNo:353.22.1131.42110
/FV 12/19/2022
1'7"
3"8
3"8
1'7"
1'3"810"527'7"1
A
B
C
6.5
122X4(**)
3X4
3X4(D1)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*89 /-/-/46 /15 /17
Wind reactions based on MWFRS
B Brg Wid = 19.0 Min Req =-
Bearing C is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:45.00
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: C Kzt: NA
Mean Height: 28.17 ft
TCDL: 5.0 psf
BCDL: 5.0 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: 1.60
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:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 240
VERT(CL):0.001 C 999 180
HORZ(LL):0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.023
Max BC CSI:0.024
Max Web CSI:0.011
VIEW Ver: 21.02.00.1005.17
Job Number:22-8577
Saas
Truss Label:V05
Ply: 1
Qty:1
SEQN:135087 VAL
FROM:
Cust: R215 JRef:1XLJ2150001 T106
DrwNo:353.22.1131.42110
/FV 12/19/2022
1'7"
3"8
3"8
1'7"
1'3"810"527'7"1
A
B
C
6.5
122X4(**)
3X4
3X4(D1)
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
12/19/2022
COA#0-278
Florida Certificate of Product Approval #FL1999