2325Beachcomber. PPI22-0001 Trusses 1Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: W. B. Howland Company, Inc.Job Number: 21-5884
Job Description: Buchaca
Address: Beachcomer Trail, ATLANTIC BEACH, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res.IntelliVIEW Version: 20.01.01A
JRef #: 1XbR2150006
Wind Standard: ASCE 7-16 Wind Speed (mph): 130 Design Loading (psf): 40.00, 55.00
Building Type: Closed
This package contains general notes pages, 39 truss drawing(s) and 6 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 363.21.1129.00314 A1 2 363.21.1128.59391 A2
3 363.21.1128.59595 B1 4 363.21.1129.00094 B2
5 363.21.1128.59969 B3 6 363.21.1128.59672 B4
7 363.21.1128.59516 C1 8 363.21.1129.00032 C2
9 363.21.1128.59861 C3 10 363.21.1129.00080 C4
11 363.21.1129.00142 C4A 12 363.21.1128.59330 C5
13 363.21.1128.59454 C6 14 363.21.1128.59844 D1
15 363.21.1128.59610 F1 16 363.21.1129.00173 F1A
17 363.21.1129.00081 F1B 18 363.21.1129.00111 F1C
19 363.21.1128.59563 F2 20 363.21.1128.59408 F2A
21 363.21.1128.59876 F3 22 363.21.1128.59422 F3A
23 363.21.1128.59938 F3B 24 363.21.1128.59485 F4A
25 363.21.1128.59594 FT2 26 363.21.1128.59766 FT2A
27 363.21.1128.59657 FT3 28 363.21.1128.59626 FT4
29 363.21.1128.59704 M1 30 363.21.1128.59954 M2
31 363.21.1128.59814 P01 32 363.21.1129.00205 P02
33 363.21.1128.59923 P3 34 363.21.1128.59547 V1
35 363.21.1128.59892 V2 36 363.21.1129.00000 V3
37 363.21.1128.59376 V4 38 363.21.1333.19160 F4
39 363.21.1333.37140 FT1 40 A14015ENC160118
41 A14030ENC160118 42 BRCLBSUB0119
43 GBLLETIN0118 44 PB160160118
45 STRBRIBR1014
Florida Certificate of Product Approval #FL1999 Printed 12/29/2021 1:33:43 PM
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
By Toni Gindlesperger at 4:10 pm, Apr 13, 2022
By Mike Jones at 2:25 pm, Apr 20, 2022
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com.
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 884 /-/-/524 /125 /254
F 780 /-/-/436 /102 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5
F Brg Wid = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 349 -982
C - D 466 -873
Chords Tens.Comp.
D - E 484 -882
E - F 363 -988
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 681 -179
H - G 468 -10
Chords Tens.Comp.
G - F 691 -176
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
H - D 381 -216
Webs Tens.Comp.
D - G 398 -233
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.020 H 999 240
VERT(CL):0.041 H 999 180
HORZ(LL):0.009 C - -
HORZ(TL):0.019 C - -
Creep Factor: 2.0
Max TC CSI:0.249
Max BC CSI:0.370
Max Web CSI:0.266
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:A1
Ply: 1
Qty:7
SEQN:469423 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T2 /
DrwNo:363.21.1129.00314
/YK 12/29/2021
17'1"8
4'5"7
4'5"7
8'7"
4'1"9
12'8"9
4'1"9
17'1"8
4'4"15
5'9"15
5'9"15
11'4"1
5'6"1
17'1"8
5'9"71'4"
4"13 5"47'6"108'7"12A
B
C
D
E
F
GH
10
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
2X4(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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 884 /-/-/524 /125 /254
F 780 /-/-/436 /102 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5
F Brg Wid = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 349 -982
C - D 466 -873
Chords Tens.Comp.
D - E 484 -882
E - F 363 -988
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 681 -179
H - G 468 -10
Chords Tens.Comp.
G - F 691 -176
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
H - D 381 -216
Webs Tens.Comp.
D - G 398 -233
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.020 H 999 240
VERT(CL):0.041 H 999 180
HORZ(LL):0.009 C - -
HORZ(TL):0.019 C - -
Creep Factor: 2.0
Max TC CSI:0.249
Max BC CSI:0.370
Max Web CSI:0.266
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:A1
Ply: 1
Qty:7
SEQN:469423 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T2 /
DrwNo:363.21.1129.00314
/YK 12/29/2021
17'1"8
4'5"7
4'5"7
8'7"
4'1"9
12'8"9
4'1"9
17'1"8
4'4"15
5'9"15
5'9"15
11'4"1
5'6"1
17'1"8
5'9"71'4"
4"13 5"47'6"108'7"12A
B
C
D
E
F
GH
10
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
2X4(B1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
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 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.
The overall height of this truss excluding overhang is7-2-1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*137 /-/-/63 /-/3
Wind reactions based on MWFRS
L Brg Wid = 205 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 450 -428
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 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 6.06 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: 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):0.002 B 999 240
VERT(CL):0.004 B 955 180
HORZ(LL):-0.001 D - -
HORZ(TL):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.121
Max Web CSI:0.096
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:A2
Ply: 1
Qty:2
SEQN:469426 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T42 /
DrwNo:363.21.1128.59391
/YK 12/29/2021
SC1 SC2
17'1"8
2'7"2'(TYP)
3"14
3"14
1'9"12
1'5"14
8'7"
6'9"4
15'3"12
6'8"12
16'10"2
1'6"6
17'1"8
3"6
17'1"8
17'1"81'4"
3'4"
(NNL)
2'
(NNL)
4"13 5"47'2"18'3"3A
B
C
G
K
L
R
10
12
2X4(C3)3X4(C3)
3X4
3X4
4X4
3X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
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 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
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 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.
The overall height of this truss excluding overhang is7-2-1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*137 /-/-/63 /-/3
Wind reactions based on MWFRS
L Brg Wid = 205 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 450 -428
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 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 6.06 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: 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):0.002 B 999 240
VERT(CL):0.004 B 955 180
HORZ(LL):-0.001 D - -
HORZ(TL):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.121
Max Web CSI:0.096
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:A2
Ply: 1
Qty:2
SEQN:469426 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T42 /
DrwNo:363.21.1128.59391
/YK 12/29/2021
SC1 SC2
17'1"8
2'7"2'(TYP)
3"14
3"14
1'9"12
1'5"14
8'7"
6'9"4
15'3"12
6'8"12
16'10"2
1'6"6
17'1"8
3"6
17'1"8
17'1"81'4"
3'4"
(NNL)
2'
(NNL)
4"13 5"47'2"18'3"3A
B
C
G
K
L
R
10
12
2X4(C3)3X4(C3)
3X4
3X4
4X4
3X4
2X4(C3)3X4(C3)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is11-0-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 261 /-/-/90 /68 /385
N 1233 /-/-/667 /144 /-
I 1051 /-/-/569 /300 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req =1.5
N Brg Wid = 6.0 Min Req =1.5
I Brg Wid = 3.0 Min Req =1.5
Bearings B, N, & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 440 -277
C - D 0 -1114
Chords Tens.Comp.
D - E 60 -1496
E - F 13 -418
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - N 0 -404
Chords Tens.Comp.
L - K 529 -176
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - C 274 -1126C - L 1422 -98
L - D 201 -937
L - E 968 -108
Webs Tens.Comp.
E - K 205 -514K - G 756 -202
G - I 216 -541
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.59 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 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):0.057 D 999 240
VERT(CL):0.109 D 999 180
HORZ(LL):-0.029 G - -
HORZ(TL):0.056 G - -
Creep Factor: 2.0
Max TC CSI:0.666
Max BC CSI:0.782
Max Web CSI:0.651
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B1
Ply: 1
Qty:7
SEQN:469431 /SPEC
FROM: RFG
Cust: R215 JRef:1XbR2150006 T6 /
DrwNo:363.21.1128.59595
/YK 12/29/2021
T3
1"4 5'10"12 18'9"
6'
6'
11'9"
5'9"
16'4"11
4'7"12
21'0"7
4'7"12
24'5"8
3'5"1
24'9"
3"8
6'
6'
11'9"
5'9"
21'0"7
9'3"8
24'5"8
3'5"1
24'9"
3"81'4"
3'2"8 2'3"14 9'3'3"211'11'3"12(a)
(a)
A B
C
D
E
F G H
I
JKLMN
3 12
10
12
2X4(A1)2X4
4X4
3X4 7X6
4X5(SRS)
3X5
4X8
5X5 7X8
3X62X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is11-0-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 261 /-/-/90 /68 /385
N 1233 /-/-/667 /144 /-
I 1051 /-/-/569 /300 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req =1.5
N Brg Wid = 6.0 Min Req =1.5
I Brg Wid = 3.0 Min Req =1.5
Bearings B, N, & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 440 -277
C - D 0 -1114
Chords Tens.Comp.
D - E 60 -1496
E - F 13 -418
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - N 0 -404
Chords Tens.Comp.
L - K 529 -176
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - C 274 -1126C - L 1422 -98
L - D 201 -937
L - E 968 -108
Webs Tens.Comp.
E - K 205 -514K - G 756 -202
G - I 216 -541
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.59 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 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):0.057 D 999 240
VERT(CL):0.109 D 999 180
HORZ(LL):-0.029 G - -
HORZ(TL):0.056 G - -
Creep Factor: 2.0
Max TC CSI:0.666
Max BC CSI:0.782
Max Web CSI:0.651
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B1
Ply: 1
Qty:7
SEQN:469431 /SPEC
FROM: RFG
Cust: R215 JRef:1XbR2150006 T6 /
DrwNo:363.21.1128.59595
/YK 12/29/2021
T3
1"4 5'10"12 18'9"
6'
6'
11'9"
5'9"
16'4"11
4'7"12
21'0"7
4'7"12
24'5"8
3'5"1
24'9"
3"8
6'
6'
11'9"
5'9"
21'0"7
9'3"8
24'5"8
3'5"1
24'9"
3"81'4"
3'2"8 2'3"14 9'3'3"211'11'3"12(a)
(a)
A B
C
D
E
F G H
I
JKLMN
3 12
10
12
2X4(A1)2X4
4X4
3X4 7X6
4X5(SRS)
3X5
4X8
5X5 7X8
3X62X4
2X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical 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.
The overall height of this truss excluding overhang is11-0-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I*157 /-/-/69 /23 /61
Wind reactions based on MWFRS
I Brg Wid = 106 Min Req =-
Bearing N is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 129 -530
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - I 886 -291
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 216 -894
Webs Tens.Comp.
A - K 910 -264
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
Q - C 444 -346
Gables Tens.Comp.
L - Q 446 -341
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.23 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: 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):0.004 A 999 240
VERT(CL):0.005 D 999 180
HORZ(LL):-0.025 C - -
HORZ(TL):0.028 C - -
Creep Factor: 2.0
Max TC CSI:0.155
Max BC CSI:0.098
Max Web CSI:0.931
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B2
Ply: 1
Qty:1
SEQN:469439 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T19 /
DrwNo:363.21.1129.00094
/YK 12/29/2021
T2
W1
9'2"8
1'9"11
1'9"11
3'9"11
2'
5'11"7
2'1"12
7'9"11
1'10"4
9'2"8
1'4"13
1'9"11
1'9"11
3'9"11
2'
5'11"7
2'1"12
7'9"11
1'10"4
8'11"
1'1"5 2'11"86'0"811'(a)(a)
(a)
(a)A
C
D F G
IKLN
Q
10
12
3X4
2.5X6 3X8
5X5
3X4
3X8
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical 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.
The overall height of this truss excluding overhang is11-0-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I*157 /-/-/69 /23 /61
Wind reactions based on MWFRS
I Brg Wid = 106 Min Req =-
Bearing N is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 129 -530
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - I 886 -291
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 216 -894
Webs Tens.Comp.
A - K 910 -264
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
Q - C 444 -346
Gables Tens.Comp.
L - Q 446 -341
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.23 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: 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):0.004 A 999 240
VERT(CL):0.005 D 999 180
HORZ(LL):-0.025 C - -
HORZ(TL):0.028 C - -
Creep Factor: 2.0
Max TC CSI:0.155
Max BC CSI:0.098
Max Web CSI:0.931
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B2
Ply: 1
Qty:1
SEQN:469439 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T19 /
DrwNo:363.21.1129.00094
/YK 12/29/2021
T2
W1
9'2"8
1'9"11
1'9"11
3'9"11
2'
5'11"7
2'1"12
7'9"11
1'10"4
9'2"8
1'4"13
1'9"11
1'9"11
3'9"11
2'
5'11"7
2'1"12
7'9"11
1'10"4
8'11"
1'1"5 2'11"86'0"811'(a)(a)
(a)
(a)A
C
D F G
IKLN
Q
10
12
3X4
2.5X6 3X8
5X5
3X4
3X8
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-2-12.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 565 /-/-/301 /101 /112
F 459 /-/-/239 /98 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req =1.5
F Brg Wid = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 419 -1063
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 1003 -526
Chords Tens.Comp.
H - G 992 -529
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - G 543 -1018
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 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):0.039 H 999 240
VERT(CL):0.076 H 999 180
HORZ(LL):0.009 G - -
HORZ(TL):0.018 G - -
Creep Factor: 2.0
Max TC CSI:0.341
Max BC CSI:0.498
Max Web CSI:0.599
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B3
Ply: 1
Qty:9
SEQN:469442 /MONO
FROM: RFG
Cust: R215 JRef:1XbR2150006 T56 /
DrwNo:363.21.1128.59969
/YK 12/29/2021
1"4 11'6"4
6'
6'
11'5"8
5'5"8
11'7"8
2"
6'
6'
11'5"8
5'5"8
11'7"8
2"
1'4"
3"14 3'2"123'6"8A
B
C
D E
FGH
3 12
2X4(A1)2X4
3X4
2X4
4X4
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-2-12.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 565 /-/-/301 /101 /112
F 459 /-/-/239 /98 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req =1.5
F Brg Wid = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 419 -1063
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 1003 -526
Chords Tens.Comp.
H - G 992 -529
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - G 543 -1018
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 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):0.039 H 999 240
VERT(CL):0.076 H 999 180
HORZ(LL):0.009 G - -
HORZ(TL):0.018 G - -
Creep Factor: 2.0
Max TC CSI:0.341
Max BC CSI:0.498
Max Web CSI:0.599
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B3
Ply: 1
Qty:9
SEQN:469442 /MONO
FROM: RFG
Cust: R215 JRef:1XbR2150006 T56 /
DrwNo:363.21.1128.59969
/YK 12/29/2021
1"4 11'6"4
6'
6'
11'5"8
5'5"8
11'7"8
2"
6'
6'
11'5"8
5'5"8
11'7"8
2"
1'4"
3"14 3'2"123'6"8A
B
C
D E
FGH
3 12
2X4(A1)2X4
3X4
2X4
4X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not be
cut 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&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
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 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.
The overall height of this truss excluding overhang is1-5-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*127 /-/-/63 /-/6
Wind reactions based on MWFRS
H Brg Wid = 67.2 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.049 C 999 240
VERT(CL):0.089 C 700 180
HORZ(LL):-0.009 E - -
HORZ(TL):0.016 E - -
Creep Factor: 2.0
Max TC CSI:0.465
Max BC CSI:0.415
Max Web CSI:0.090
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B4
Ply: 1
Qty:1
SEQN:469445 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T58 /
DrwNo:363.21.1128.59672
/YK 12/29/2021
SC1
1"4 5'7"4
1'1"
1'1"
2'2"11
1'1"11
5'8"8
3'5"13
5'8"8
5'8"81'4"
3'7"9
(NNL)
3"14 1'5"61'9"2A
B C
E
FH
3 12
2X4(C5)3X6(C5)
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not be
cut 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&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
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 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.
The overall height of this truss excluding overhang is1-5-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*127 /-/-/63 /-/6
Wind reactions based on MWFRS
H Brg Wid = 67.2 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.049 C 999 240
VERT(CL):0.089 C 700 180
HORZ(LL):-0.009 E - -
HORZ(TL):0.016 E - -
Creep Factor: 2.0
Max TC CSI:0.465
Max BC CSI:0.415
Max Web CSI:0.090
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:B4
Ply: 1
Qty:1
SEQN:469445 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T58 /
DrwNo:363.21.1128.59672
/YK 12/29/2021
SC1
1"4 5'7"4
1'1"
1'1"
2'2"11
1'1"11
5'8"8
3'5"13
5'8"8
5'8"81'4"
3'7"9
(NNL)
3"14 1'5"61'9"2A
B C
E
FH
3 12
2X4(C5)3X6(C5)
3X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 705 /-/-/418 /100 /259
G 601 /-/-/352 /88 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 3.5 Min Req =1.5
Bearings 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 355 -468
Chords Tens.Comp.
D - E 371 -470
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - C 119 -540
Webs Tens.Comp.
E - G 240 -549
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.008 H 999 240
VERT(CL):0.016 H 999 180
HORZ(LL):0.005 F - -
HORZ(TL):0.010 F - -
Creep Factor: 2.0
Max TC CSI:0.190
Max BC CSI:0.623
Max Web CSI:0.341
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C1
Ply: 1
Qty:1
SEQN:469480 /SPEC
FROM: RFG
Cust: R215 JRef:1XbR2150006 T23 /
DrwNo:363.21.1128.59516
/YK 12/29/2021
14'1"
3'6"4
3'6"4
7'0"8
3'6"4
10'6"12
3'6"4
14'1"
3'6"4
7'0"8
7'0"8
14'1"
7'0"81'4"2'0"77'10"13A
B
C
D
E
F
GHI
10
12
2X4
2.5X6
3X4
4X4
3X8
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 705 /-/-/418 /100 /259
G 601 /-/-/352 /88 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 3.5 Min Req =1.5
Bearings 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 355 -468
Chords Tens.Comp.
D - E 371 -470
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - C 119 -540
Webs Tens.Comp.
E - G 240 -549
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.008 H 999 240
VERT(CL):0.016 H 999 180
HORZ(LL):0.005 F - -
HORZ(TL):0.010 F - -
Creep Factor: 2.0
Max TC CSI:0.190
Max BC CSI:0.623
Max Web CSI:0.341
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C1
Ply: 1
Qty:1
SEQN:469480 /SPEC
FROM: RFG
Cust: R215 JRef:1XbR2150006 T23 /
DrwNo:363.21.1128.59516
/YK 12/29/2021
14'1"
3'6"4
3'6"4
7'0"8
3'6"4
10'6"12
3'6"4
14'1"
3'6"4
7'0"8
7'0"8
14'1"
7'0"81'4"2'0"77'10"13A
B
C
D
E
F
GHI
10
12
2X4
2.5X6
3X4
4X4
3X8
3X4
2X4
2.5X6
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 708 /-/-/424 /102 /214
H 582 /-/-/345 /81 /-
Wind reactions based on MWFRS
J Brg Wid = 3.5 Min Req =1.5
H Brg Wid = 3.5 Min Req =1.5
Bearings J & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 357 -467
Chords Tens.Comp.
D - E 358 -468
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - C 114 -539
E - H 184 -441
Webs Tens.Comp.
G - H 685 -721
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.008 I 999 240
VERT(CL):0.017 I 999 180
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.204
Max BC CSI:0.614
Max Web CSI:0.444
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C2
Ply: 1
Qty:7
SEQN:469486 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T35 /
DrwNo:363.21.1129.00032
/YK 12/29/2021
14'1"
3'6"4
3'6"4
7'0"8
3'6"4
10'6"12
3'6"4
14'1"
3'6"4
7'0"8
7'0"8
14'1"
7'0"81'4"82'0"73"87'10"13A
B
C
D
E
F
G
HIJ
10
12
2X4
2.5X6
3X4
4X4
3X8
3X4
2X42X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 708 /-/-/424 /102 /214
H 582 /-/-/345 /81 /-
Wind reactions based on MWFRS
J Brg Wid = 3.5 Min Req =1.5
H Brg Wid = 3.5 Min Req =1.5
Bearings J & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 357 -467
Chords Tens.Comp.
D - E 358 -468
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - C 114 -539
E - H 184 -441
Webs Tens.Comp.
G - H 685 -721
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.008 I 999 240
VERT(CL):0.017 I 999 180
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.204
Max BC CSI:0.614
Max Web CSI:0.444
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C2
Ply: 1
Qty:7
SEQN:469486 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T35 /
DrwNo:363.21.1129.00032
/YK 12/29/2021
14'1"
3'6"4
3'6"4
7'0"8
3'6"4
10'6"12
3'6"4
14'1"
3'6"4
7'0"8
7'0"8
14'1"
7'0"81'4"82'0"73"87'10"13A
B
C
D
E
F
G
HIJ
10
12
2X4
2.5X6
3X4
4X4
3X8
3X4
2X42X4
5X6
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x6 SP 2400f-2.0E;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 708 /-/-/424 /101 /212
H 571 /-/-/342 /78 /-
Wind reactions based on MWFRS
J Brg Wid = 5.5 Min Req =1.5
H Brg Wid = 5.5 Min Req =1.5
Bearings J & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 230 -466
Chords Tens.Comp.
D - E 226 -467
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - C 40 -538
E - H 99 -387
Webs Tens.Comp.
G - H 522 -664
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.008 I 999 240
VERT(CL):0.017 I 999 180
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.180
Max BC CSI:0.601
Max Web CSI:0.649
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C3
Ply: 1
Qty:6
SEQN:469448 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T31 /
DrwNo:363.21.1128.59861
/YK 12/29/2021
14'1"
3'6"4
3'6"4
7'0"8
3'6"4
10'6"12
3'6"4
13'7"8
3'0"12
14'1"
5"8
7'0"8
7'0"8
13'7"8
6'7"
14'1"
5"8
1'4"82'0"73"87'10"13A
B
C
D
E
F
G
HIJ
10
12
2X4
2.5X6
3X4
4X4
3X8
3X4
2X42.5X6
4X6
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x6 SP 2400f-2.0E;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 708 /-/-/424 /101 /212
H 571 /-/-/342 /78 /-
Wind reactions based on MWFRS
J Brg Wid = 5.5 Min Req =1.5
H Brg Wid = 5.5 Min Req =1.5
Bearings J & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 230 -466
Chords Tens.Comp.
D - E 226 -467
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - C 40 -538
E - H 99 -387
Webs Tens.Comp.
G - H 522 -664
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.008 I 999 240
VERT(CL):0.017 I 999 180
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.180
Max BC CSI:0.601
Max Web CSI:0.649
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C3
Ply: 1
Qty:6
SEQN:469448 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T31 /
DrwNo:363.21.1128.59861
/YK 12/29/2021
14'1"
3'6"4
3'6"4
7'0"8
3'6"4
10'6"12
3'6"4
13'7"8
3'0"12
14'1"
5"8
7'0"8
7'0"8
13'7"8
6'7"
14'1"
5"8
1'4"82'0"73"87'10"13A
B
C
D
E
F
G
HIJ
10
12
2X4
2.5X6
3X4
4X4
3X8
3X4
2X42.5X6
4X6
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 708 /-/-/424 /102 /214
H 582 /-/-/345 /81 /-
Wind reactions based on MWFRS
N Brg Wid = 3.5 Min Req =1.5
H Brg Wid = 3.5 Min Req =1.5
Bearings N & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 234 -671
C - D 217 -549
Chords Tens.Comp.
D - E 220 -550
E - F 190 -673
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 535 -198
Chords Tens.Comp.
K - I 516 -135
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - N 261 -681
B - L 502 -108
I - F 454 -121
Webs Tens.Comp.
F - G 159 -610
G - H 163 -627
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.010 K 999 240
VERT(CL):0.020 K 999 180
HORZ(LL):0.011 H - -
HORZ(TL):0.023 H - -
Creep Factor: 2.0
Max TC CSI:0.250
Max BC CSI:0.308
Max Web CSI:0.262
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C4
Ply: 1
Qty:5
SEQN:469469 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T50 /
DrwNo:363.21.1129.00080
/YK 12/29/2021
14'1"
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"8
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"81'4"82'0"73"81'7'10"13A
B
C
D
E
F
G
H
I JK
LMN
10
12
3X4
2.5X6 5X62X4
3X4
4X4
3X8
3X4
5X62X4
3X42X4
4X6
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 708 /-/-/424 /102 /214
H 582 /-/-/345 /81 /-
Wind reactions based on MWFRS
N Brg Wid = 3.5 Min Req =1.5
H Brg Wid = 3.5 Min Req =1.5
Bearings N & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 234 -671
C - D 217 -549
Chords Tens.Comp.
D - E 220 -550
E - F 190 -673
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 535 -198
Chords Tens.Comp.
K - I 516 -135
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - N 261 -681
B - L 502 -108
I - F 454 -121
Webs Tens.Comp.
F - G 159 -610
G - H 163 -627
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.010 K 999 240
VERT(CL):0.020 K 999 180
HORZ(LL):0.011 H - -
HORZ(TL):0.023 H - -
Creep Factor: 2.0
Max TC CSI:0.250
Max BC CSI:0.308
Max Web CSI:0.262
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C4
Ply: 1
Qty:5
SEQN:469469 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T50 /
DrwNo:363.21.1129.00080
/YK 12/29/2021
14'1"
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"8
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"81'4"82'0"73"81'7'10"13A
B
C
D
E
F
G
H
I JK
LMN
10
12
3X4
2.5X6 5X62X4
3X4
4X4
3X8
3X4
5X62X4
3X42X4
4X6
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 709 /-/-/423 /103 /217
G 601 /-/-/349 /86 /-
Wind reactions based on MWFRS
M Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 3.5 Min Req =1.5
Bearings M & 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 229 -671
C - D 217 -549
Chords Tens.Comp.
D - E 221 -550
E - F 192 -681
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 539 -191
Chords Tens.Comp.
J - H 516 -129
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - M 257 -681
B - K 502 -104
Webs Tens.Comp.
H - F 522 -131
F - G 152 -576
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.009 J 999 240
VERT(CL):0.020 J 999 180
HORZ(LL):0.011 G - -
HORZ(TL):0.024 G - -
Creep Factor: 2.0
Max TC CSI:0.250
Max BC CSI:0.308
Max Web CSI:0.199
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C4A
Ply: 1
Qty:1
SEQN:469483 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T52 /
DrwNo:363.21.1129.00142
/YK 12/29/2021
14'1"
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"8
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"81'4"82'0"71'7'10"13A
B
C
D
E
F
G
HIJ
KLM
10
12
3X4
2.5X6 5X62X4
3X4
4X4
3X8
3X4
5X62X4
3X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-10-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 709 /-/-/423 /103 /217
G 601 /-/-/349 /86 /-
Wind reactions based on MWFRS
M Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 3.5 Min Req =1.5
Bearings M & 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 229 -671
C - D 217 -549
Chords Tens.Comp.
D - E 221 -550
E - F 192 -681
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 539 -191
Chords Tens.Comp.
J - H 516 -129
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - M 257 -681
B - K 502 -104
Webs Tens.Comp.
H - F 522 -131
F - G 152 -576
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):0.009 J 999 240
VERT(CL):0.020 J 999 180
HORZ(LL):0.011 G - -
HORZ(TL):0.024 G - -
Creep Factor: 2.0
Max TC CSI:0.250
Max BC CSI:0.308
Max Web CSI:0.199
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C4A
Ply: 1
Qty:1
SEQN:469483 /COMN
FROM: RFG
Cust: R215 JRef:1XbR2150006 T52 /
DrwNo:363.21.1129.00142
/YK 12/29/2021
14'1"
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"8
2'3"8
2'3"8
7'0"8
4'9"
11'9"8
4'9"
14'1"
2'3"81'4"82'0"71'7'10"13A
B
C
D
E
F
G
HIJ
KLM
10
12
3X4
2.5X6 5X62X4
3X4
4X4
3X8
3X4
5X62X4
3X4
3X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
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.
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 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.
The overall height of this truss excluding overhang is7-6-4.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*141 /-/-/64 /-/4
Wind reactions based on MWFRS
U Brg Wid = 169 Min Req =-
Bearing U is a rigid surface.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - U 393 -285
Gables Tens.Comp.
T - C 461 -155
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 J 999 240
VERT(CL):0.007 J 999 180
HORZ(LL):0.002 L - -
HORZ(TL):0.005 L - -
Creep Factor: 2.0
Max TC CSI:0.292
Max BC CSI:0.035
Max Web CSI:0.250
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C5
Ply: 1
Qty:1
SEQN:469477 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T39 /
DrwNo:363.21.1128.59330
/YK 12/29/2021
SC1 SC2
14'1"
1'0"8 2'(TYP)
10"12
2'1"5
2'1"5
7'0"8
4'11"3
12'3"4
5'2"12
14'1"
1'9"12
14'1"
14'1"1'4"
3'7"9
(NNL)
2'
(NNL)2'0"77'6"4A
B
C
D
G
J
L
M
ST
U
10
12
3X5(**)
2.5X6
3X4 3X4
3X4
4X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one face
and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
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.
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 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.
The overall height of this truss excluding overhang is7-6-4.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*141 /-/-/64 /-/4
Wind reactions based on MWFRS
U Brg Wid = 169 Min Req =-
Bearing U is a rigid surface.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - U 393 -285
Gables Tens.Comp.
T - C 461 -155
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 J 999 240
VERT(CL):0.007 J 999 180
HORZ(LL):0.002 L - -
HORZ(TL):0.005 L - -
Creep Factor: 2.0
Max TC CSI:0.292
Max BC CSI:0.035
Max Web CSI:0.250
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C5
Ply: 1
Qty:1
SEQN:469477 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T39 /
DrwNo:363.21.1128.59330
/YK 12/29/2021
SC1 SC2
14'1"
1'0"8 2'(TYP)
10"12
2'1"5
2'1"5
7'0"8
4'11"3
12'3"4
5'2"12
14'1"
1'9"12
14'1"
14'1"1'4"
3'7"9
(NNL)
2'
(NNL)2'0"77'6"4A
B
C
D
G
J
L
M
ST
U
10
12
3X5(**)
2.5X6
3X4 3X4
3X4
4X4
3X4 2X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 66 plf at -1.38 to 66 plf at 5.02TC: From 33 plf at 5.02 to 33 plf at 9.06TC: From 66 plf at 9.06 to 66 plf at 14.96BC: From 5 plf at -1.38 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.02BC: From 10 plf at 5.02 to 10 plf at 9.06BC: From 20 plf at 9.06 to 20 plf at 14.08BC: From 5 plf at 14.08 to 5 plf at 14.96BC: 65 lb Conc. Load at 5.02, 7.02, 9.06
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical exposed to wind pressure. Deflection
meets L/360.
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
V*132 /-/-/-/23 /-
T 774 /-/-/-/80 /-
P 774 /-/-/-/80 /-
N*112 /-/-/-/18 /-
Wind reactions based on MWFRS
V Brg Wid = 35.5 Min Req =-
T Brg Wid = 4.0 Min Req =1.5
P Brg Wid = 4.0 Min Req =1.5
N Brg Wid = 35.5 Min Req =-
Bearings V, T, P, & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
E - G 48 -406
Chords Tens.Comp.
G - I 48 -407
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - E 85 -594
Webs Tens.Comp.
I - P 87 -599
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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 F 999 240
VERT(CL):0.015 F 999 180
HORZ(LL):0.004 F - -
HORZ(TL):0.008 F - -
Creep Factor: 2.0
Max TC CSI:0.294
Max BC CSI:0.083
Max Web CSI:0.191
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C6
Ply: 1
Qty:1
SEQN:469498 /GABL
FROM: RFG
Page 1 of 2
Cust: R215 JRef:1XbR2150006 T54 /
DrwNo:363.21.1128.59454
/YK 12/29/2021
SC1
SC2
3'1"8 7'10"3'1"8
1'0"8 4'(TYP)
2'1"5
2'1"5
3'1"8
1'0"3
7'0"8
3'11"
10'11"8
3'11"
11'11"11
1'0"3
14'1"
2'1"5
3'1"8
3'1"8
7'0"8
3'11"
10'11"8
3'11"
14'1"
3'1"81'4"8 10"8
3'8"1
(NNL)
3'8"1
(NNL)2'0"77'6"4A
B
D
E
G
I
J
L M
NPRTV
10
12
3X43X4
3X4
3X4
3X4
4X4
3X8
3X4
3X4
3X4
3X43X4
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;Stack Chord: SC2 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 66 plf at -1.38 to 66 plf at 5.02TC: From 33 plf at 5.02 to 33 plf at 9.06TC: From 66 plf at 9.06 to 66 plf at 14.96BC: From 5 plf at -1.38 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.02BC: From 10 plf at 5.02 to 10 plf at 9.06BC: From 20 plf at 9.06 to 20 plf at 14.08BC: From 5 plf at 14.08 to 5 plf at 14.96BC: 65 lb Conc. Load at 5.02, 7.02, 9.06
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical exposed to wind pressure. Deflection
meets L/360.
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
V*132 /-/-/-/23 /-
T 774 /-/-/-/80 /-
P 774 /-/-/-/80 /-
N*112 /-/-/-/18 /-
Wind reactions based on MWFRS
V Brg Wid = 35.5 Min Req =-
T Brg Wid = 4.0 Min Req =1.5
P Brg Wid = 4.0 Min Req =1.5
N Brg Wid = 35.5 Min Req =-
Bearings V, T, P, & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp.
E - G 48 -406
Chords Tens.Comp.
G - I 48 -407
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - E 85 -594
Webs Tens.Comp.
I - P 87 -599
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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 F 999 240
VERT(CL):0.015 F 999 180
HORZ(LL):0.004 F - -
HORZ(TL):0.008 F - -
Creep Factor: 2.0
Max TC CSI:0.294
Max BC CSI:0.083
Max Web CSI:0.191
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:C6
Ply: 1
Qty:1
SEQN:469498 /GABL
FROM: RFG
Page 1 of 2
Cust: R215 JRef:1XbR2150006 T54 /
DrwNo:363.21.1128.59454
/YK 12/29/2021
SC1
SC2
3'1"8 7'10"3'1"8
1'0"8 4'(TYP)
2'1"5
2'1"5
3'1"8
1'0"3
7'0"8
3'11"
10'11"8
3'11"
11'11"11
1'0"3
14'1"
2'1"5
3'1"8
3'1"8
7'0"8
3'11"
10'11"8
3'11"
14'1"
3'1"81'4"8 10"8
3'8"1
(NNL)
3'8"1
(NNL)2'0"77'6"4A
B
D
E
G
I
J
L M
NPRTV
10
12
3X43X4
3X4
3X4
3X4
4X4
3X8
3X4
3X4
3X4
3X43X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
The overall height of this truss excluding overhang is
7-6-4.
Job Number:21-5884
Buchaca
Truss Label:C6
Ply: 1
Qty:1
SEQN:469498 /GABL
FROM: RFG
Page 2 of 2
Cust: R215 JRef:1XbR2150006 T54 /
DrwNo:363.21.1128.59454
/YK 12/29/2021
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
The overall height of this truss excluding overhang is
7-6-4.
Job Number:21-5884
Buchaca
Truss Label:C6
Ply: 1
Qty:1
SEQN:469498 /GABL
FROM: RFG
Page 2 of 2
Cust: R215 JRef:1XbR2150006 T54 /
DrwNo:363.21.1128.59454
/YK 12/29/2021
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 288 /-/-/160 /78 /52
E 177 /-/-/96 /38 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req =1.5
E Brg Wid = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.003 B - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.269
Max BC CSI:0.180
Max Web CSI:0.128
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:D1
Ply: 1
Qty:12
SEQN:469501 /MONO
FROM: RFG
Cust: R215 JRef:1XbR2150006 T10 /
DrwNo:363.21.1128.59844
/YK 12/29/2021
1"4 4'7"4
4'6"8
4'6"8
4'8"8
2"
4'6"8
4'6"8
4'8"8
2"
1'4"
3"14 1'6"1'9"12A
B
CD
EF
3 12
2X4(A1)
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 288 /-/-/160 /78 /52
E 177 /-/-/96 /38 /-
Wind reactions based on MWFRS
B Brg Wid = 3.5 Min Req =1.5
E Brg Wid = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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):0.003 B - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.269
Max BC CSI:0.180
Max Web CSI:0.128
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:D1
Ply: 1
Qty:12
SEQN:469501 /MONO
FROM: RFG
Cust: R215 JRef:1XbR2150006 T10 /
DrwNo:363.21.1128.59844
/YK 12/29/2021
1"4 4'7"4
4'6"8
4'6"8
4'8"8
2"
4'6"8
4'6"8
4'8"8
2"
1'4"
3"14 1'6"1'9"12A
B
CD
EF
3 12
2X4(A1)
2X4
2.5X6
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AE 862 /-/-/-/-/-
R 862 /-/-/-/-/-
AE Brg Wid = 5.5 Min Req =1.5
R Brg Wid = 3.5 Min Req =1.5
Bearings AE & R are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1581
C - D 0 -2946
D - E 0 -2946
E - F 0 -3829
F - G 0 -4284
G - H 0 -4284
H - I 0 -4321
Chords Tens.Comp.
I - J 0 -4316
J - K 0 -3823
K - L 0 -3823
L - M 0 -2947
M - N 0 -2947
N - O 0 -1580
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AE-AD 887 0
AD-AC 2311 0
AC-AB 2311 0
AB-AA 3483 0
AA- Z 4133 0
Z - Y 4133 0
Y - X 4324 0
Chords Tens.Comp.
X - W 4321 0
W -V 4139 0
V - U 3481 0
U - T 2312 0
T - S 2312 0
S - R 887 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AE- B 0 -1206
B -AD 965 0
AD- C 0 -1016
C -AB 843 0
AB- E 0 -712
E -AA 470 0
AA- F 0 -413
Y - H 256 -380
Webs Tens.Comp.
W -J 472 -99
J - V 0 -438
V - L 463 0
L - U 0 -709
U - N 844 0
N - S 0 -1017
S - O 965 0
O - R 0 -1206
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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: No
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.376 H 746 480
VERT(CL):0.517 H 542 360
HORZ(LL):0.050 B - -
HORZ(TL):0.069 B - -
Creep Factor: 2.0
Max TC CSI:0.215
Max BC CSI:0.342
Max Web CSI:0.459
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1
Ply: 1
Qty:20
SEQN:469658 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T43 /
DrwNo:363.21.1128.59610
/YK 12/29/2021
3"8
23'9"
4'15'9"4'
3"
1'3"
2'6"
1'3"12
(TYP)
2'6"2'6"2'6"
1'3"
3"
11'10"8
11'10"8
13'3"
1'4"8
23'9"
10'6"1'4"1"8
++++
A B C D E F G H I J K L M N O P
RSTUVWXYZAAABACADAE
1.5X31X4
3X5
4X5
4X5
3X5 1X4
5X6 3X5W=2.5X6
1X4
4X4 2.5X6
1X4
3X5 3X5
W=3X4 1X4
5X6
3X5
4X5
4X5 1X4
3X5
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
6750 Forum DriveSuite 305Orlando FL, 32821
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
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AE 862 /-/-/-/-/-
R 862 /-/-/-/-/-
AE Brg Wid = 5.5 Min Req =1.5
R Brg Wid = 3.5 Min Req =1.5
Bearings AE & R are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1581
C - D 0 -2946
D - E 0 -2946
E - F 0 -3829
F - G 0 -4284
G - H 0 -4284
H - I 0 -4321
Chords Tens.Comp.
I - J 0 -4316
J - K 0 -3823
K - L 0 -3823
L - M 0 -2947
M - N 0 -2947
N - O 0 -1580
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AE-AD 887 0
AD-AC 2311 0
AC-AB 2311 0
AB-AA 3483 0
AA- Z 4133 0
Z - Y 4133 0
Y - X 4324 0
Chords Tens.Comp.
X - W 4321 0
W -V 4139 0
V - U 3481 0
U - T 2312 0
T - S 2312 0
S - R 887 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AE- B 0 -1206
B -AD 965 0
AD- C 0 -1016
C -AB 843 0
AB- E 0 -712
E -AA 470 0
AA- F 0 -413
Y - H 256 -380
Webs Tens.Comp.
W -J 472 -99
J - V 0 -438
V - L 463 0
L - U 0 -709
U - N 844 0
N - S 0 -1017
S - O 965 0
O - R 0 -1206
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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: No
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.376 H 746 480
VERT(CL):0.517 H 542 360
HORZ(LL):0.050 B - -
HORZ(TL):0.069 B - -
Creep Factor: 2.0
Max TC CSI:0.215
Max BC CSI:0.342
Max Web CSI:0.459
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1
Ply: 1
Qty:20
SEQN:469658 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T43 /
DrwNo:363.21.1128.59610
/YK 12/29/2021
3"8
23'9"
4'15'9"4'
3"
1'3"
2'6"
1'3"12
(TYP)
2'6"2'6"2'6"
1'3"
3"
11'10"8
11'10"8
13'3"
1'4"8
23'9"
10'6"1'4"1"8
++++
A B C D E F G H I J K L M N O P
RSTUVWXYZAAABACADAE
1.5X31X4
3X5
4X5
4X5
3X5 1X4
5X6 3X5W=2.5X6
1X4
4X4 2.5X6
1X4
3X5 3X5
W=3X4 1X4
5X6
3X5
4X5
4X5 1X4
3X5
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'6" uses the followingsupport conditions: 23'6"Bearing Q (23'6", 10'1"2) HUS46
Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 860 /-/-/-/-/-
Q 873 /-/-/-/-/-
AD Brg Wid = 5.5 Min Req =1.5
Q Brg Wid = -
Bearing AD 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 -1576
C - D 0 -2936
D - E 0 -2936
E - F 0 -3813
F - G 0 -4263
G - H 0 -4263
H - I 0 -4296
Chords Tens.Comp.
I - J 0 -4290
J - K 0 -3790
K - L 0 -3790
L - M 0 -2910
M - N 0 -2910
N - O 0 -1540
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AD-AC 884 0
AC-AB 2304 0
AB-AA 2304 0
AA- Z 3469 0
Z - Y 4115 0
Y - X 4115 0
X - W 4298 0
Chords Tens.Comp.
W -V 4296 0
V - U 4109 0
U - T 3447 0
T - S 2273 0
S - R 2273 0
R - Q 844 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AD- B 0 -1203
B -AC 961 0
AC- C 0 -1012
C -AA 839 0
AA- E 0 -708
E - Z 466 0
Z - F 0 -410
X - H 259 -375
Webs Tens.Comp.
V - J 475 -95
J - U 0 -440
U - L 466 0
L - T 0 -712
T - N 846 0
N - R 0 -1019
R - O 967 0
O - Q 0 -1177
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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):0.372 H 751 480
VERT(CL):0.512 H 546 360
HORZ(LL):0.050 B - -
HORZ(TL):0.068 B - -
Creep Factor: 2.0
Max TC CSI:0.213
Max BC CSI:0.340
Max Web CSI:0.461
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1A
Ply: 1
Qty:2
SEQN:469576 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T17 /
DrwNo:363.21.1129.00173
/YK 12/29/2021
3"8
23'9"
4'15'9"4'
3"
1'3"
2'6"
1'3"12
(TYP)
2'6"2'6"2'6"
1'3"
3"
11'10"8
11'10"8
13'3"
1'4"8
23'9"
10'6"1'4"1"8
++
A B C D E F G H I J K L M N O P
QRSTUVWXYZAAABACAD
1.5X31X4
3X5
4X5
4X5
3X5 1X4
5X6 3X5W=3X4
1X4
4X4 2.5X6
1X4
3X5 3X5
W=3X4 1X4
5X6
3X5
4X5
4X5 2X4
3X5
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,
unless unsupported chord end has 85% platingcoverage.
Bearing at location x=23'6" uses the followingsupport conditions: 23'6"Bearing Q (23'6", 10'1"2) HUS46
Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD 860 /-/-/-/-/-
Q 873 /-/-/-/-/-
AD Brg Wid = 5.5 Min Req =1.5
Q Brg Wid = -
Bearing AD 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 -1576
C - D 0 -2936
D - E 0 -2936
E - F 0 -3813
F - G 0 -4263
G - H 0 -4263
H - I 0 -4296
Chords Tens.Comp.
I - J 0 -4290
J - K 0 -3790
K - L 0 -3790
L - M 0 -2910
M - N 0 -2910
N - O 0 -1540
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AD-AC 884 0
AC-AB 2304 0
AB-AA 2304 0
AA- Z 3469 0
Z - Y 4115 0
Y - X 4115 0
X - W 4298 0
Chords Tens.Comp.
W -V 4296 0
V - U 4109 0
U - T 3447 0
T - S 2273 0
S - R 2273 0
R - Q 844 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AD- B 0 -1203
B -AC 961 0
AC- C 0 -1012
C -AA 839 0
AA- E 0 -708
E - Z 466 0
Z - F 0 -410
X - H 259 -375
Webs Tens.Comp.
V - J 475 -95
J - U 0 -440
U - L 466 0
L - T 0 -712
T - N 846 0
N - R 0 -1019
R - O 967 0
O - Q 0 -1177
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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):0.372 H 751 480
VERT(CL):0.512 H 546 360
HORZ(LL):0.050 B - -
HORZ(TL):0.068 B - -
Creep Factor: 2.0
Max TC CSI:0.213
Max BC CSI:0.340
Max Web CSI:0.461
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1A
Ply: 1
Qty:2
SEQN:469576 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T17 /
DrwNo:363.21.1129.00173
/YK 12/29/2021
3"8
23'9"
4'15'9"4'
3"
1'3"
2'6"
1'3"12
(TYP)
2'6"2'6"2'6"
1'3"
3"
11'10"8
11'10"8
13'3"
1'4"8
23'9"
10'6"1'4"1"8
++
A B C D E F G H I J K L M N O P
QRSTUVWXYZAAABACAD
1.5X31X4
3X5
4X5
4X5
3X5 1X4
5X6 3X5W=3X4
1X4
4X4 2.5X6
1X4
3X5 3X5
W=3X4 1X4
5X6
3X5
4X5
4X5 2X4
3X5
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AK*109 /-/-/-/-/-
T 465 /-/-/-/-/-
AK Brg Wid = 140 Min Req =-
T Brg Wid = 3.5 Min Req =1.5
Bearings AK & T are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - K 0 -464
K - L 0 -472
L - M 0 -1148
M - N 0 -1148
Chords Tens.Comp.
N - O 0 -1153
O - P 0 -1153
P - Q 0 -732
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1067 -1281
Z - Y 464 0Y - X 940 0
X - W 1227 0
Chords Tens.Comp.
W -V 1012 0
V - U 1012 0U - T 453 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
AA- J 0 -506
Y - L 0 -635
P - U 0 -390
Webs Tens.Comp.
U - Q 389 0
Q - T 0 -616
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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):0.098 L 999 480
VERT(CL):0.136 L 999 360
HORZ(LL):-0.008 Q - -
HORZ(TL):0.012 Q - -
Creep Factor: 2.0
Max TC CSI:0.233
Max BC CSI:0.398
Max Web CSI:0.185
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1B
Ply: 1
Qty:1
SEQN:469544 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T9 /
DrwNo:363.21.1129.00081
/YK 12/29/2021
3"8
23'9"
4'1"8 15'7"8 4'
3"8
1'2"4
0"12
(TYP)
1'2"4
1'2"4
0"12
0"12
1'3"
1'3"
1'2"4
1'2"4
1'3"
1'3"12
1'3"12
2'6"
1'3"12
1'3"12
2'6"
1'3"
2"8
23'9"
11'11"
11'11"
13'3"8
1'4"8
23'9"8
10'6"1'4"1"8
+
A B C D E F G H I J K L M N O P Q R
TUVWXYZ
AAABACADAEAFAGAHAIAJAK
1.5X3
2.5X6
3X4
3X4
3X4
3X4 4X4
3X4
2.5X6 2.5X6W=3X4
3X4
2.5X6 4X4
3X4
2.5X6 3X5
3X4
3X4
W=3X4 3X4
4X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
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
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AK*109 /-/-/-/-/-
T 465 /-/-/-/-/-
AK Brg Wid = 140 Min Req =-
T Brg Wid = 3.5 Min Req =1.5
Bearings AK & T are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - K 0 -464
K - L 0 -472
L - M 0 -1148
M - N 0 -1148
Chords Tens.Comp.
N - O 0 -1153
O - P 0 -1153
P - Q 0 -732
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
AA- Z 1067 -1281
Z - Y 464 0Y - X 940 0
X - W 1227 0
Chords Tens.Comp.
W -V 1012 0
V - U 1012 0U - T 453 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
AA- J 0 -506
Y - L 0 -635
P - U 0 -390
Webs Tens.Comp.
U - Q 389 0
Q - T 0 -616
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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):0.098 L 999 480
VERT(CL):0.136 L 999 360
HORZ(LL):-0.008 Q - -
HORZ(TL):0.012 Q - -
Creep Factor: 2.0
Max TC CSI:0.233
Max BC CSI:0.398
Max Web CSI:0.185
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1B
Ply: 1
Qty:1
SEQN:469544 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T9 /
DrwNo:363.21.1129.00081
/YK 12/29/2021
3"8
23'9"
4'1"8 15'7"8 4'
3"8
1'2"4
0"12
(TYP)
1'2"4
1'2"4
0"12
0"12
1'3"
1'3"
1'2"4
1'2"4
1'3"
1'3"12
1'3"12
2'6"
1'3"12
1'3"12
2'6"
1'3"
2"8
23'9"
11'11"
11'11"
13'3"8
1'4"8
23'9"8
10'6"1'4"1"8
+
A B C D E F G H I J K L M N O P Q R
TUVWXYZ
AAABACADAEAFAGAHAIAJAK
1.5X3
2.5X6
3X4
3X4
3X4
3X4 4X4
3X4
2.5X6 2.5X6W=3X4
3X4
2.5X6 4X4
3X4
2.5X6 3X5
3X4
3X4
W=3X4 3X4
4X4
3X4
3X4 3X4
3X4
2.5X6
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N*109 /-/-/-/-/-
N Brg Wid = 183 Min Req =-
Bearing Z is 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:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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 M 999 480
VERT(CL):0.000 M 999 360
HORZ(LL):0.000 M - -
HORZ(TL):0.000 M - -
Creep Factor: 2.0
Max TC CSI:0.097
Max BC CSI:0.023
Max Web CSI:0.032
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1C
Ply: 1
Qty:1
SEQN:469553 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T29 /
DrwNo:363.21.1129.00111
/YK 12/29/2021
3"8
15'3"4
1'2"8
1'4"(TYP)
11"12
11"12
2"12
1'0"4
13'9"4 3"
15'3"8
1'3"4
1'3"4
15'3"8
14'0"4
1'4"A B M
NZ
1.5X3
2.5X6
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N*109 /-/-/-/-/-
N Brg Wid = 183 Min Req =-
Bearing Z is 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:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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 M 999 480
VERT(CL):0.000 M 999 360
HORZ(LL):0.000 M - -
HORZ(TL):0.000 M - -
Creep Factor: 2.0
Max TC CSI:0.097
Max BC CSI:0.023
Max Web CSI:0.032
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F1C
Ply: 1
Qty:1
SEQN:469553 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T29 /
DrwNo:363.21.1129.00111
/YK 12/29/2021
3"8
15'3"4
1'2"8
1'4"(TYP)
11"12
11"12
2"12
1'0"4
13'9"4 3"
15'3"8
1'3"4
1'3"4
15'3"8
14'0"4
1'4"A B M
NZ
1.5X3
2.5X6
3X4 2X4
2X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 447 /-/-/-/-/-
J 447 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5
J Brg Wid = 3.5 Min Req =1.5
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.
B - C 0 -716
C - D 0 -1077
D - E 0 -1081
Chords Tens.Comp.
E - F 0 -1077
F - G 0 -716
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 446 0
N - M 968 0
M - L 1081 0
Chords Tens.Comp.
L - K 968 0
K - J 446 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -606B - N 376 0
Webs Tens.Comp.
K - G 376 0G - J 0 -606
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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):0.052 D 999 480
VERT(CL):0.077 D 999 360
HORZ(LL):0.011 J - -
HORZ(TL):0.017 B - -
Creep Factor: 2.0
Max TC CSI:0.304
Max BC CSI:0.356
Max Web CSI:0.179
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F2
Ply: 1
Qty:1
SEQN:469547 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T1 /
DrwNo:363.21.1128.59563
/YK 12/29/2021
3"8
12'5"
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
7'0"8
1'8"
12'5"
5'4"8
1'4"+
A B C D E F G H
JKLMNO
1.5X31X4
2.5X6
3X4
3X4
3X4
3X4
1X4 1X4
3X4
3X4
3X4
3X4 1X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 447 /-/-/-/-/-
J 447 /-/-/-/-/-
O Brg Wid = 3.5 Min Req =1.5
J Brg Wid = 3.5 Min Req =1.5
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.
B - C 0 -716
C - D 0 -1077
D - E 0 -1081
Chords Tens.Comp.
E - F 0 -1077
F - G 0 -716
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 446 0
N - M 968 0
M - L 1081 0
Chords Tens.Comp.
L - K 968 0
K - J 446 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -606B - N 376 0
Webs Tens.Comp.
K - G 376 0G - J 0 -606
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 16.0 "
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):0.052 D 999 480
VERT(CL):0.077 D 999 360
HORZ(LL):0.011 J - -
HORZ(TL):0.017 B - -
Creep Factor: 2.0
Max TC CSI:0.304
Max BC CSI:0.356
Max Web CSI:0.179
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F2
Ply: 1
Qty:1
SEQN:469547 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T1 /
DrwNo:363.21.1128.59563
/YK 12/29/2021
3"8
12'5"
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
7'0"8
1'8"
12'5"
5'4"8
1'4"+
A B C D E F G H
JKLMNO
1.5X31X4
2.5X6
3X4
3X4
3X4
3X4
1X4 1X4
3X4
3X4
3X4
3X4 1X4
2.5X6
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M*72 /-/-/-/-/-
M Brg Wid = 148 Min Req =-
Bearing W is 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:0.00
Load Duration: 1.00
Spacing: 16.0 "
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 K 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.065
Max BC CSI:0.016
Max Web CSI:0.021
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F2A
Ply: 1
Qty:1
SEQN:469550 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T5 /
DrwNo:363.21.1128.59408
/YK 12/29/2021
3"8
12'5"
1'2"8
1'4"
(TYP)
10"8
10"8
3"
1'0"4
10'10"12 3"
1'3"4
1'3"4
12'5"
11'1"12
1'4"A B K
MW
1.5X3
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M*72 /-/-/-/-/-
M Brg Wid = 148 Min Req =-
Bearing W is 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:0.00
Load Duration: 1.00
Spacing: 16.0 "
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 K 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.065
Max BC CSI:0.016
Max Web CSI:0.021
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F2A
Ply: 1
Qty:1
SEQN:469550 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T5 /
DrwNo:363.21.1128.59408
/YK 12/29/2021
3"8
12'5"
1'2"8
1'4"
(TYP)
10"8
10"8
3"
1'0"4
10'10"12 3"
1'3"4
1'3"4
12'5"
11'1"12
1'4"A B K
MW
1.5X3
2.5X6
3X4
2X4
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended connection based on manufacturertested capacities and calculations. Conditions mayexist that require different connections than indicated.
Refer to manufacturer publication for additionalinformation. Additional connection required to evenlydistribute hanger reaction throughout all plies ofsupporting girder.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
(J) Hanger Support Required, by others
Bearing W (0', 10'1"2) HUS46Supporting Member: (3)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supported
member.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -502# MAX. from a non-windload case requires uplift connection. See MaximumReactions.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 17 /-502 /-/-/-/-
V 1574 /-/-/-/-/-
O 701 /-/-/-/-/-
W Brg Wid = -Min Req =-
V Brg Wid = 4.0 Min Req =1.5
O Brg Wid = 5.5
Bearings V & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1129 0
C - D 1129 0
D - E 0 -390
E - F 0 -1384
F - G 0 -1384
Chords Tens.Comp.
G - H 0 -1711
H - I 0 -1711
I - J 0 -1715
J - K 0 -1708
K - L 0 -1109
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 0 -537
U - T 993 0
T - S 993 0
S - R 1640 0
Chords Tens.Comp.
R - Q 1715 0
Q - P 1510 0
P - O 687 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
W -B 752 0
B - V 0 -874
V - D 0 -1199
D - U 860 0
U - E 0 -840
Webs Tens.Comp.
E - S 532 0
Q - K 405 0
K - P 0 -558
P - L 588 0
L - O 0 -935
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.117 I 999 480
VERT(CL):0.161 I 999 360
HORZ(LL):0.015 O - -
HORZ(TL):0.021 O - -
Creep Factor: 2.0
Max TC CSI:0.548
Max BC CSI:0.571
Max Web CSI:0.410
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F3
Ply: 1
Qty:3
SEQN:469621 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T8 /
DrwNo:363.21.1128.59876
/YK 12/29/2021
3"8
2'10"14'4"8
3"
1'2"12
1'2"12
3"
1'3"2'6"1'3"12
(TYP)2'6"1'3"
3"
17'2"8
2'10"
2'10"
10'8"8
7'10"8
11'10"
1'1"8
17'2"8
5'4"8
1'4"+
A B C D E F G H I J K L M
OPQRSTUVW
2X4
3X5
3X5 2X4
3X8
4X4
4X4 W=3X4
1X4
2.5X6
W=3X41X4 1X4 1X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended connection based on manufacturertested capacities and calculations. Conditions mayexist that require different connections than indicated.
Refer to manufacturer publication for additionalinformation. Additional connection required to evenlydistribute hanger reaction throughout all plies ofsupporting girder.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
(J) Hanger Support Required, by others
Bearing W (0', 10'1"2) HUS46Supporting Member: (3)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supported
member.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -502# MAX. from a non-windload case requires uplift connection. See MaximumReactions.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 17 /-502 /-/-/-/-
V 1574 /-/-/-/-/-
O 701 /-/-/-/-/-
W Brg Wid = -Min Req =-
V Brg Wid = 4.0 Min Req =1.5
O Brg Wid = 5.5
Bearings V & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1129 0
C - D 1129 0
D - E 0 -390
E - F 0 -1384
F - G 0 -1384
Chords Tens.Comp.
G - H 0 -1711
H - I 0 -1711
I - J 0 -1715
J - K 0 -1708
K - L 0 -1109
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 0 -537
U - T 993 0
T - S 993 0
S - R 1640 0
Chords Tens.Comp.
R - Q 1715 0
Q - P 1510 0
P - O 687 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
W -B 752 0
B - V 0 -874
V - D 0 -1199
D - U 860 0
U - E 0 -840
Webs Tens.Comp.
E - S 532 0
Q - K 405 0
K - P 0 -558
P - L 588 0
L - O 0 -935
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.117 I 999 480
VERT(CL):0.161 I 999 360
HORZ(LL):0.015 O - -
HORZ(TL):0.021 O - -
Creep Factor: 2.0
Max TC CSI:0.548
Max BC CSI:0.571
Max Web CSI:0.410
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F3
Ply: 1
Qty:3
SEQN:469621 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T8 /
DrwNo:363.21.1128.59876
/YK 12/29/2021
3"8
2'10"14'4"8
3"
1'2"12
1'2"12
3"
1'3"2'6"1'3"12
(TYP)2'6"1'3"
3"
17'2"8
2'10"
2'10"
10'8"8
7'10"8
11'10"
1'1"8
17'2"8
5'4"8
1'4"+
A B C D E F G H I J K L M
OPQRSTUVW
2X4
3X5
3X5 2X4
3X8
4X4
4X4 W=3X4
1X4
2.5X6
W=3X41X4 1X4 1X4
2.5X6
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 801 /-/-/-/-/-
L 781 /-/-/-/-/-
R Brg Wid = 3.5 Min Req =1.5
L Brg Wid = 5.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1280
C - D 0 -2077
D - E 0 -2077
E - F 0 -2157
Chords Tens.Comp.
F - G 0 -2157
G - H 0 -2144
H - I 0 -1300
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 752 0
Q - P 1786 0P - O 2227 0
Chords Tens.Comp.
O - N 2157 0
N - M 1806 0M - L 787 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - B 0 -1051
B - Q 734 0
Q - C 0 -703
C - P 396 0
Webs Tens.Comp.
N - H 585 0
H - M 0 -704
M - I 714 0
I - L 0 -1070
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.157 O 999 480
VERT(CL):0.216 O 781 360
HORZ(LL):0.029 B - -
HORZ(TL):0.040 B - -
Creep Factor: 2.0
Max TC CSI:0.502
Max BC CSI:0.860
Max Web CSI:0.350
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F3A
Ply: 1
Qty:1
SEQN:469628 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T3 /
DrwNo:363.21.1128.59422
/YK 12/29/2021
3"8
14'6"
3"
1'3"
2'6"1'3"12
(TYP)
2'6"1'3"
3"
8'
8'
9'1"8
1'1"8
14'6"
5'4"8
1'4"+
A B C D E F G H I J
LMNOPQR
2X4
3X5
1X4 1X4 1X4 1X4
3X5
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 801 /-/-/-/-/-
L 781 /-/-/-/-/-
R Brg Wid = 3.5 Min Req =1.5
L Brg Wid = 5.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1280
C - D 0 -2077
D - E 0 -2077
E - F 0 -2157
Chords Tens.Comp.
F - G 0 -2157
G - H 0 -2144
H - I 0 -1300
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 752 0
Q - P 1786 0P - O 2227 0
Chords Tens.Comp.
O - N 2157 0
N - M 1806 0M - L 787 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - B 0 -1051
B - Q 734 0
Q - C 0 -703
C - P 396 0
Webs Tens.Comp.
N - H 585 0
H - M 0 -704
M - I 714 0
I - L 0 -1070
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.157 O 999 480
VERT(CL):0.216 O 781 360
HORZ(LL):0.029 B - -
HORZ(TL):0.040 B - -
Creep Factor: 2.0
Max TC CSI:0.502
Max BC CSI:0.860
Max Web CSI:0.350
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F3A
Ply: 1
Qty:1
SEQN:469628 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T3 /
DrwNo:363.21.1128.59422
/YK 12/29/2021
3"8
14'6"
3"
1'3"
2'6"1'3"12
(TYP)
2'6"1'3"
3"
8'
8'
9'1"8
1'1"8
14'6"
5'4"8
1'4"+
A B C D E F G H I J
LMNOPQR
2X4
3X5
1X4 1X4 1X4 1X4
3X5
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 60 /-/-/-/-/-
L*108 /-/-/-/-/-
V Brg Wid = 5.5 Min Req =1.5
L Brg Wid = 147 Min Req =-
Bearings V & V 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:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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 K 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.120
Max BC CSI:0.026
Max Web CSI:0.034
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F3B
Ply: 1
Qty:1
SEQN:469631 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T25 /
DrwNo:363.21.1128.59938
/YK 12/29/2021
3"8
12'9"8
1'2"8
1'4"
(TYP)
1'0"12
1'0"12
1'3"4
3"
1'0"4
11'4"12
1'3"4
1'3"4
12'9"8
11'6"4
1'4"A B K
LV
1.5X3
2.5X6
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 60 /-/-/-/-/-
L*108 /-/-/-/-/-
V Brg Wid = 5.5 Min Req =1.5
L Brg Wid = 147 Min Req =-
Bearings V & V 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:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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 K 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.120
Max BC CSI:0.026
Max Web CSI:0.034
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F3B
Ply: 1
Qty:1
SEQN:469631 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T25 /
DrwNo:363.21.1128.59938
/YK 12/29/2021
3"8
12'9"8
1'2"8
1'4"
(TYP)
1'0"12
1'0"12
1'3"4
3"
1'0"4
11'4"12
1'3"4
1'3"4
12'9"8
11'6"4
1'4"A B K
LV
1.5X3
2.5X6
3X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 870 /-/-/-/-/-
M 850 /-/-/-/-/-
T Brg Wid = 3.5 Min Req =1.5
M Brg Wid = 3.5 Min Req =1.5
Bearings T & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1438
C - D 0 -1438
D - E 0 -2316
E - F 0 -2632
Chords Tens.Comp.
F - G 0 -2630
G - H 0 -2374
H - I 0 -2374
I - J 0 -1453
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
T - S 742 0
S - R 1996 0R - Q 2630 0
Q - P 2632 0
Chords Tens.Comp.
P - O 2597 0
O - N 2019 0N - M 861 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - B 0 -1083
B - S 945 0
S - D 0 -759
D - R 465 0
R - E 0 -522
Webs Tens.Comp.
O - I 484 0
I - N 0 -787
N - J 823 0
J - M 0 -1171
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.150 F 999 480
VERT(CL):0.206 F 891 360
HORZ(LL):0.024 M - -
HORZ(TL):0.033 M - -
Creep Factor: 2.0
Max TC CSI:0.162
Max BC CSI:0.367
Max Web CSI:0.450
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F4A
Ply: 1
Qty:1
SEQN:469618 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T41 /
DrwNo:363.21.1128.59485
/YK 12/29/2021
3"8
15'9"
3"
1'1"12
1'3"12
(TYP)
2'6"2'6"1'3"
3"
6'7"12
6'7"12
7'9"
1'1"4
15'9"
8'1'4"+
A B C D E F G H I J K
MNOPQRST
2X4
3X5
4X5 1X4
4X6 1X4
1X4 1X4
4X4
4X4 1X4
3X5
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
6750 Forum DriveSuite 305Orlando FL, 32821
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
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 870 /-/-/-/-/-
M 850 /-/-/-/-/-
T Brg Wid = 3.5 Min Req =1.5
M Brg Wid = 3.5 Min Req =1.5
Bearings T & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1438
C - D 0 -1438
D - E 0 -2316
E - F 0 -2632
Chords Tens.Comp.
F - G 0 -2630
G - H 0 -2374
H - I 0 -2374
I - J 0 -1453
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
T - S 742 0
S - R 1996 0R - Q 2630 0
Q - P 2632 0
Chords Tens.Comp.
P - O 2597 0
O - N 2019 0N - M 861 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
T - B 0 -1083
B - S 945 0
S - D 0 -759
D - R 465 0
R - E 0 -522
Webs Tens.Comp.
O - I 484 0
I - N 0 -787
N - J 823 0
J - M 0 -1171
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.150 F 999 480
VERT(CL):0.206 F 891 360
HORZ(LL):0.024 M - -
HORZ(TL):0.033 M - -
Creep Factor: 2.0
Max TC CSI:0.162
Max BC CSI:0.367
Max Web CSI:0.450
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F4A
Ply: 1
Qty:1
SEQN:469618 /SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T41 /
DrwNo:363.21.1128.59485
/YK 12/29/2021
3"8
15'9"
3"
1'1"12
1'3"12
(TYP)
2'6"2'6"1'3"
3"
6'7"12
6'7"12
7'9"
1'1"4
15'9"
8'1'4"+
A B C D E F G H I J K
MNOPQRST
2X4
3X5
4X5 1X4
4X6 1X4
1X4 1X4
4X4
4X4 1X4
3X5
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W4,W10,W12 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop 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 rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 567 plf at 0.00 to 567 plf at 8.54TC: From 517 plf at 8.54 to 517 plf at 13.96
BC: From 10 plf at 0.00 to 10 plf at 8.54BC: From 5 plf at 8.54 to 5 plf at 13.96BC: 808 lb Conc. Load at 8.54BC: 17 lb Conc. Load at 9.12,11.12,13.12
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4293 /-/-/-/-/-
H 4321 /-/-/-/-/-
N Brg Wid = 5.5 Min Req =1.5
H Brg Wid = -
Bearing N 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 -4501
C - D 0 -4501
Chords Tens.Comp.
D - E 0 -4718
E - F 0 -4718
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2956 0
M - L 2956 0
L - K 5310 0
Chords Tens.Comp.
K - J 5310 0
J - I 3024 0
I - H 3024 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -3146
B - L 1670 0C - L 0 -376
L - D 0 -884
Webs Tens.Comp.
D - J 0 -647
J - F 1831 0F - H 0 -3219
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.130 K 999 480
VERT(CL):0.279 K 600 360
HORZ(LL):0.020 A - -
HORZ(TL):0.044 A - -
Creep Factor: 2.0
Max TC CSI:0.268
Max BC CSI:0.557
Max Web CSI:0.517
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT2
Ply: 3
Qty:1
SEQN:469625 /FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T32 /
DrwNo:363.21.1128.59594
/YK 12/29/2021
3 Complete Trusses Required
W2 W4 W10 W12
13'11"8
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"12
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"121'4"A B C D E F G
HIJKLMN
2X4
4X10
6X10
2X4
2X4
5X10
4X8
2X4
2X4
5X10
6X10
2X4
2X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W4,W10,W12 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop 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 rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 567 plf at 0.00 to 567 plf at 8.54TC: From 517 plf at 8.54 to 517 plf at 13.96
BC: From 10 plf at 0.00 to 10 plf at 8.54BC: From 5 plf at 8.54 to 5 plf at 13.96BC: 808 lb Conc. Load at 8.54BC: 17 lb Conc. Load at 9.12,11.12,13.12
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4293 /-/-/-/-/-
H 4321 /-/-/-/-/-
N Brg Wid = 5.5 Min Req =1.5
H Brg Wid = -
Bearing N 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 -4501
C - D 0 -4501
Chords Tens.Comp.
D - E 0 -4718
E - F 0 -4718
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2956 0
M - L 2956 0
L - K 5310 0
Chords Tens.Comp.
K - J 5310 0
J - I 3024 0
I - H 3024 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -3146
B - L 1670 0C - L 0 -376
L - D 0 -884
Webs Tens.Comp.
D - J 0 -647
J - F 1831 0F - H 0 -3219
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.130 K 999 480
VERT(CL):0.279 K 600 360
HORZ(LL):0.020 A - -
HORZ(TL):0.044 A - -
Creep Factor: 2.0
Max TC CSI:0.268
Max BC CSI:0.557
Max Web CSI:0.517
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT2
Ply: 3
Qty:1
SEQN:469625 /FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T32 /
DrwNo:363.21.1128.59594
/YK 12/29/2021
3 Complete Trusses Required
W2 W4 W10 W12
13'11"8
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"12
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"121'4"A B C D E F G
HIJKLMN
2X4
4X10
6X10
2X4
2X4
5X10
4X8
2X4
2X4
5X10
6X10
2X4
2X4
4X10
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 768 /-/-/-/-/-
H 768 /-/-/-/-/-
K Brg Wid = 5.5 Min Req =1.5
H Brg Wid = -
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 0 -2303
C - D 0 -2303
Chords Tens.Comp.
D - E 0 -2303
E - F 0 -2303
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 1494 0
J - I 2529 0
Chords Tens.Comp.
I - H 1494 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - B 0 -1606
B - J 885 0
Webs Tens.Comp.
I - F 885 0
F - H 0 -1606
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.144 D 999 480
VERT(CL):0.198 D 846 360
HORZ(LL):0.030 H - -
HORZ(TL):0.041 H - -
Creep Factor: 2.0
Max TC CSI:0.231
Max BC CSI:0.796
Max Web CSI:0.422
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT2A
Ply: 1
Qty:2
SEQN:469525 /FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T26 /
DrwNo:363.21.1128.59766
/YK 12/29/2021
13'11"8
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"12
4'9"12
4'9"12
9'1"12
4'4"
13'11"8
4'9"121'4"A B C D E F G
HIJK
2X4
4X6
4X5 2X4
4X10
3X4 2X4
4X10
4X5 2X4
4X6
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 768 /-/-/-/-/-
H 768 /-/-/-/-/-
K Brg Wid = 5.5 Min Req =1.5
H Brg Wid = -
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 0 -2303
C - D 0 -2303
Chords Tens.Comp.
D - E 0 -2303
E - F 0 -2303
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 1494 0
J - I 2529 0
Chords Tens.Comp.
I - H 1494 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - B 0 -1606
B - J 885 0
Webs Tens.Comp.
I - F 885 0
F - H 0 -1606
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.144 D 999 480
VERT(CL):0.198 D 846 360
HORZ(LL):0.030 H - -
HORZ(TL):0.041 H - -
Creep Factor: 2.0
Max TC CSI:0.231
Max BC CSI:0.796
Max Web CSI:0.422
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT2A
Ply: 1
Qty:2
SEQN:469525 /FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T26 /
DrwNo:363.21.1128.59766
/YK 12/29/2021
13'11"8
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"12
4'9"12
4'9"12
9'1"12
4'4"
13'11"8
4'9"121'4"A B C D E F G
HIJK
2X4
4X6
4X5 2X4
4X10
3X4 2X4
4X10
4X5 2X4
4X6
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)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 3.00BC: From 10 plf at 0.00 to 10 plf at 3.00BC: 873 lb Conc. Load at 0.44, 1.77
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.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 1269 /-/-/-/-/-
C 808 /-/-/-/-/-
D Brg Wid = 4.0 Min Req =1.5
C Brg Wid = -
Bearing D is 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:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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 999 480
VERT(CL):0.000 B 999 360
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.160
Max BC CSI:0.240
Max Web CSI:0.033
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT3
Ply: 2
Qty:1
SEQN:469579 /FLAT
FROM: RFG
Page 1 of 2
Cust: R215 JRef:1XbR2150006 T20 /
DrwNo:363.21.1128.59657
/YK 12/29/2021
2 Complete Trusses Required
3'
3'
3'1'4"A B
CD
4X5
3X6
3X6
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)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 3.00BC: From 10 plf at 0.00 to 10 plf at 3.00BC: 873 lb Conc. Load at 0.44, 1.77
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.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 1269 /-/-/-/-/-
C 808 /-/-/-/-/-
D Brg Wid = 4.0 Min Req =1.5
C Brg Wid = -
Bearing D is 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:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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 999 480
VERT(CL):0.000 B 999 360
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.160
Max BC CSI:0.240
Max Web CSI:0.033
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT3
Ply: 2
Qty:1
SEQN:469579 /FLAT
FROM: RFG
Page 1 of 2
Cust: R215 JRef:1XbR2150006 T20 /
DrwNo:363.21.1128.59657
/YK 12/29/2021
2 Complete Trusses Required
3'
3'
3'1'4"A B
CD
4X5
3X6
3X6
4X5
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended connection based on manufacturer
tested capacities and calculations. Conditions mayexist that require different connections than indicated.Refer to manufacturer publication for additionalinformation. Additional connection required to evenlydistribute hanger reaction throughout all plies of
supporting girder.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=2'9" ,y=10'1"2 uses the followingsupport conditions: 2'9"Bearing C (2'9", 10'1"2) HGUS26-2Supporting Member: (3)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
Job Number:21-5884
Buchaca
Truss Label:FT3
Ply: 2
Qty:1
SEQN:469579 /FLAT
FROM: RFG
Page 2 of 2
Cust: R215 JRef:1XbR2150006 T20 /
DrwNo:363.21.1128.59657
/YK 12/29/2021
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended connection based on manufacturer
tested capacities and calculations. Conditions mayexist that require different connections than indicated.Refer to manufacturer publication for additionalinformation. Additional connection required to evenlydistribute hanger reaction throughout all plies of
supporting girder.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% plating
coverage.
Bearing at location x=2'9" ,y=10'1"2 uses the followingsupport conditions: 2'9"Bearing C (2'9", 10'1"2) HGUS26-2Supporting Member: (3)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
Job Number:21-5884
Buchaca
Truss Label:FT3
Ply: 2
Qty:1
SEQN:469579 /FLAT
FROM: RFG
Page 2 of 2
Cust: R215 JRef:1XbR2150006 T20 /
DrwNo:363.21.1128.59657
/YK 12/29/2021
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 2.00" 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 13.96BC: From 10 plf at 0.00 to 10 plf at 13.96TC: 1051 lb Conc. Load at 2.02, 4.02, 6.02, 8.02
10.02,12.02,13.85
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.
The overall height of this truss excluding overhang is2-0-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 3909 /-/-/-/-/-
H 4982 /-/-/-/-/-
K Brg Wid = 5.5 Min Req =1.6
H Brg Wid = -
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 0 -4067
C - D 0 -4067
Chords Tens.Comp.
D - E 0 -4078
E - F 0 -4078
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 2659 0
J - I 4517 0
Chords Tens.Comp.
I - H 2698 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - B 0 -3216
B - J 1744 0
C - J 0 -664J - D 0 -574
D - I 0 -559
Webs Tens.Comp.
E - I 0 -653
I - F 1710 0
F - H 0 -3260G - H 0 -617
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.149 D 999 480
VERT(CL):0.204 D 819 360
HORZ(LL):0.042 A - -
HORZ(TL):0.057 A - -
Creep Factor: 2.0
Max TC CSI:0.890
Max BC CSI:0.623
Max Web CSI:0.881
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT4
Ply: 2
Qty:1
SEQN:469531 /FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T4 /
DrwNo:363.21.1128.59626
/YK 12/29/2021
2 Complete Trusses Required
13'11"8
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"12
4'9"12
4'9"12
9'1"12
4'4"
13'11"8
4'9"122'A B C D E F G
HIJK
2X4
4X8
6X8 2X4
5X10
3X4 2X4
5X10
6X8 2X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 2.00" 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 13.96BC: From 10 plf at 0.00 to 10 plf at 13.96TC: 1051 lb Conc. Load at 2.02, 4.02, 6.02, 8.02
10.02,12.02,13.85
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.
The overall height of this truss excluding overhang is2-0-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 3909 /-/-/-/-/-
H 4982 /-/-/-/-/-
K Brg Wid = 5.5 Min Req =1.6
H Brg Wid = -
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 0 -4067
C - D 0 -4067
Chords Tens.Comp.
D - E 0 -4078
E - F 0 -4078
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 2659 0
J - I 4517 0
Chords Tens.Comp.
I - H 2698 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - B 0 -3216
B - J 1744 0
C - J 0 -664J - D 0 -574
D - I 0 -559
Webs Tens.Comp.
E - I 0 -653
I - F 1710 0
F - H 0 -3260G - H 0 -617
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.149 D 999 480
VERT(CL):0.204 D 819 360
HORZ(LL):0.042 A - -
HORZ(TL):0.057 A - -
Creep Factor: 2.0
Max TC CSI:0.890
Max BC CSI:0.623
Max Web CSI:0.881
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT4
Ply: 2
Qty:1
SEQN:469531 /FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T4 /
DrwNo:363.21.1128.59626
/YK 12/29/2021
2 Complete Trusses Required
13'11"8
2'5"12
2'5"12
4'9"12
2'4"
6'11"12
2'2"
9'1"12
2'2"
11'5"12
2'4"
13'11"8
2'5"12
4'9"12
4'9"12
9'1"12
4'4"
13'11"8
4'9"122'A B C D E F G
HIJK
2X4
4X8
6X8 2X4
5X10
3X4 2X4
5X10
6X8 2X4
4X8
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=2'3" ,y=10'1"2 uses the following
support conditions: 2'3"Bearing D (2'3", 10'1"2) HUS26Supporting Member: (1)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
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
The overall height of this truss excluding overhang is
0-11-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 223 /-/-/128 /79 /35
D 65 /-/-/42 /12 /-
Wind reactions based on MWFRS
E Brg Wid = 4.0 Min Req =1.5
D Brg Wid = -
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.216
Max BC CSI:0.039
Max Web CSI:0.036
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:M1
Ply: 1
Qty:3
SEQN:469489 /MONO
FROM: RFG
Cust: R215 JRef:1XbR2150006 T22 /
DrwNo:363.21.1128.59704
/YK 12/29/2021
2'6"
2'6"
2'6"1'4"
3"14 11"61'3"2A
B
C
DE
3 12
2X4(A1)
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth ofthe supporting chord from any unsupported end,unless unsupported chord end has 85% platingcoverage.
Bearing at location x=2'3" ,y=10'1"2 uses the following
support conditions: 2'3"Bearing D (2'3", 10'1"2) HUS26Supporting Member: (1)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
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
The overall height of this truss excluding overhang is
0-11-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 223 /-/-/128 /79 /35
D 65 /-/-/42 /12 /-
Wind reactions based on MWFRS
E Brg Wid = 4.0 Min Req =1.5
D Brg Wid = -
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.216
Max BC CSI:0.039
Max Web CSI:0.036
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:M1
Ply: 1
Qty:3
SEQN:469489 /MONO
FROM: RFG
Cust: R215 JRef:1XbR2150006 T22 /
DrwNo:363.21.1128.59704
/YK 12/29/2021
2'6"
2'6"
2'6"1'4"
3"14 11"61'3"2A
B
C
DE
3 12
2X4(A1)
2X4
2X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member 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 forgable wind bracing and other requirements.
The overall height of this truss excluding overhang is0-11-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*124 /-/-/69 /103 /31
Wind reactions based on MWFRS
E Brg Wid = 30.0 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):NA
VERT(CL):NA
HORZ(LL):0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.243
Max BC CSI:0.039
Max Web CSI:0.042
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:M2
Ply: 1
Qty:2
SEQN:469492 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T38 /
DrwNo:363.21.1128.59954
/YK 12/29/2021
2'6"
2'6"
2'6"1'4"
3"14 11"61'3"2A
B
C
DE
3 12
2X4(A1)
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member 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 forgable wind bracing and other requirements.
The overall height of this truss excluding overhang is0-11-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*124 /-/-/69 /103 /31
Wind reactions based on MWFRS
E Brg Wid = 30.0 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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: 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):NA
VERT(CL):NA
HORZ(LL):0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.243
Max BC CSI:0.039
Max Web CSI:0.042
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:M2
Ply: 1
Qty:2
SEQN:469492 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T38 /
DrwNo:363.21.1128.59954
/YK 12/29/2021
2'6"
2'6"
2'6"1'4"
3"14 11"61'3"2A
B
C
DE
3 12
2X4(A1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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
Refer to DWG PB160160118 for piggyback details.
The overall height of this truss excluding overhang is5-9-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-8 /-/211 /86 /265
B*76 /-/-/80 /66 /-
Wind reactions based on MWFRS
A Brg Wid = 5.2 Min Req =1.5
B Brg Wid = 75.3 Min Req =-
Bearings A & B are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 137 -476
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.99 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.002 D 999 240
VERT(CL):0.002 D 999 180
HORZ(LL):-0.004 D - -
HORZ(TL):0.005 D - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.038
Max Web CSI:0.108
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:P01
Ply: 1
Qty:7
SEQN:469520 /SPEC
FROM: RFG
Cust: R215 JRef:1XbR2150006 T59 /
DrwNo:363.21.1128.59814
/YK 12/29/2021
6'10"11
7"7
7"7
3'8"4
3'0"13
6'10"12
3'2"8
7"7
7"7
3'8"4
3'0"13
6'10"12
3'2"8
0"4 5'7"91"10 5'9"3A
B
C
D
E
F
10
12
2X4(A1)
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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
Refer to DWG PB160160118 for piggyback details.
The overall height of this truss excluding overhang is5-9-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-8 /-/211 /86 /265
B*76 /-/-/80 /66 /-
Wind reactions based on MWFRS
A Brg Wid = 5.2 Min Req =1.5
B Brg Wid = 75.3 Min Req =-
Bearings A & B are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 137 -476
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.99 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.002 D 999 240
VERT(CL):0.002 D 999 180
HORZ(LL):-0.004 D - -
HORZ(TL):0.005 D - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.038
Max Web CSI:0.108
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:P01
Ply: 1
Qty:7
SEQN:469520 /SPEC
FROM: RFG
Cust: R215 JRef:1XbR2150006 T59 /
DrwNo:363.21.1128.59814
/YK 12/29/2021
6'10"11
7"7
7"7
3'8"4
3'0"13
6'10"12
3'2"8
7"7
7"7
3'8"4
3'0"13
6'10"12
3'2"8
0"4 5'7"91"10 5'9"3A
B
C
D
E
F
10
12
2X4(A1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member 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 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
The overall height of this truss excluding overhang is5-4-10.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*120 /-/-/77 /71 /77
G /-189
Wind reactions based on MWFRS
A Brg Wid = 75.6 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 135 -557
Chords Tens.Comp.
B - D 96 -464
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - I 499 -108
I - G 516 -115
Chords Tens.Comp.
G - F 527 -118
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - G 398 -245
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.00 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: No
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):0.002 A 999 180
HORZ(LL):-0.010 E - -
HORZ(TL):0.010 E - -
Creep Factor: 2.0
Max TC CSI:0.144
Max BC CSI:0.088
Max Web CSI:0.118
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:P02
Ply: 1
Qty:1
SEQN:469513 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T28 /
DrwNo:363.21.1129.00205
/YK 12/29/2021
6'3"10
2'3"10
2'3"10
3'1"2
9"8
4'3"10
1'2"8
6'3"10
2'
2'3"10
2'3"10
3'1"2
9"8
4'3"10
1'2"8
6'3"10
2'5'3"A
B
D
E
F
GI
10
12
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member 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 forgable wind bracing and other requirements.
Refer to DWG PB160160118 for piggyback details.
The overall height of this truss excluding overhang is5-4-10.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*120 /-/-/77 /71 /77
G /-189
Wind reactions based on MWFRS
A Brg Wid = 75.6 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 135 -557
Chords Tens.Comp.
B - D 96 -464
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - I 499 -108
I - G 516 -115
Chords Tens.Comp.
G - F 527 -118
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - G 398 -245
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.00 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: No
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):0.002 A 999 180
HORZ(LL):-0.010 E - -
HORZ(TL):0.010 E - -
Creep Factor: 2.0
Max TC CSI:0.144
Max BC CSI:0.088
Max Web CSI:0.118
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:P02
Ply: 1
Qty:1
SEQN:469513 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T28 /
DrwNo:363.21.1129.00205
/YK 12/29/2021
6'3"10
2'3"10
2'3"10
3'1"2
9"8
4'3"10
1'2"8
6'3"10
2'
2'3"10
2'3"10
3'1"2
9"8
4'3"10
1'2"8
6'3"10
2'5'3"A
B
D
E
F
GI
10
12
3X4(D1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
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.
The overall height of this truss excluding overhang is13-10-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-14 /-/163 /166 /207
B*76 /-/-/62 /24 /-
G -/-14 /-/31 /32 /-
J /-130
H /-133
Wind reactions based on MWFRS
A Brg Wid = 5.2 Min Req =1.5
B Brg Wid = 179 Min Req =-
G Brg Wid = 5.2 Min Req =1.5
Bearings A, B, & G are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.08 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):0.001 D 999 240
VERT(CL):0.002 D 999 180
HORZ(LL):0.003 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.220
Max BC CSI:0.067
Max Web CSI:0.119
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:P3
Ply: 1
Qty:3
SEQN:469654 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T44 /
DrwNo:363.21.1128.59923
/YK 12/29/2021
7"7 14'11"8 7"7
3'5"12
4'
(TYP)
7"7
7"7
8'1"3
7'5"12
15'6"15
7'5"12
16'2"6
7"7
7"7
7"7
15'6"15
14'11"8
16'2"6
7"7
0"46'7"101"10 6'9"4A
B
D
F
G
HJ
10
12
2X4(A1)
4X4
2X4(A1)
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
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.
The overall height of this truss excluding overhang is13-10-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A -/-14 /-/163 /166 /207
B*76 /-/-/62 /24 /-
G -/-14 /-/31 /32 /-
J /-130
H /-133
Wind reactions based on MWFRS
A Brg Wid = 5.2 Min Req =1.5
B Brg Wid = 179 Min Req =-
G Brg Wid = 5.2 Min Req =1.5
Bearings A, B, & G are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.08 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):0.001 D 999 240
VERT(CL):0.002 D 999 180
HORZ(LL):0.003 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.220
Max BC CSI:0.067
Max Web CSI:0.119
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:P3
Ply: 1
Qty:3
SEQN:469654 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T44 /
DrwNo:363.21.1128.59923
/YK 12/29/2021
7"7 14'11"8 7"7
3'5"12
4'
(TYP)
7"7
7"7
8'1"3
7'5"12
15'6"15
7'5"12
16'2"6
7"7
7"7
7"7
15'6"15
14'11"8
16'2"6
7"7
0"46'7"101"10 6'9"4A
B
D
F
G
HJ
10
12
2X4(A1)
4X4
2X4(A1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
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.
The overall height of this truss excluding overhang is7-1-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*111 /-/-/47 /-/6
Wind reactions based on MWFRS
J Brg Wid = 399 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.08 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.33 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):0.008 A 999 240
VERT(CL):0.012 A 999 180
HORZ(LL):0.004 J - -
HORZ(TL):0.007 J - -
Creep Factor: 2.0
Max TC CSI:0.304
Max BC CSI:0.189
Max Web CSI:0.275
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V1
Ply: 1
Qty:1
SEQN:469637 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T34 /
DrwNo:363.21.1128.59547
/YK 12/29/2021
33'3"6
4'7"11
4'0"4(TYP)3'11"12 4'4'3'11"12
8'6"3
8'6"3
24'9"2
16'2"15
33'3"6
8'6"3
33'3"6
33'3"67'1"3A
C F H
J
MQ
10
12
3X4(D1)
4X5
3X5
3X5
3X5
4X5
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
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.
The overall height of this truss excluding overhang is7-1-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*111 /-/-/47 /-/6
Wind reactions based on MWFRS
J Brg Wid = 399 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.08 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.33 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):0.008 A 999 240
VERT(CL):0.012 A 999 180
HORZ(LL):0.004 J - -
HORZ(TL):0.007 J - -
Creep Factor: 2.0
Max TC CSI:0.304
Max BC CSI:0.189
Max Web CSI:0.275
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V1
Ply: 1
Qty:1
SEQN:469637 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T34 /
DrwNo:363.21.1128.59547
/YK 12/29/2021
33'3"6
4'7"11
4'0"4(TYP)3'11"12 4'4'3'11"12
8'6"3
8'6"3
24'9"2
16'2"15
33'3"6
8'6"3
33'3"6
33'3"67'1"3A
C F H
J
MQ
10
12
3X4(D1)
4X5
3X5
3X5
3X5
4X5
3X4(D1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
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.
The overall height of this truss excluding overhang is5-5-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*106 /-/-/44 /13 /5
Wind reactions based on MWFRS
J Brg Wid = 351 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 17.52 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):0.002 G 999 240
VERT(CL):0.003 G 999 180
HORZ(LL):0.002 I - -
HORZ(TL):0.003 I - -
Creep Factor: 2.0
Max TC CSI:0.219
Max BC CSI:0.177
Max Web CSI:0.160
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V2
Ply: 1
Qty:1
SEQN:469640 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T21 /
DrwNo:363.21.1128.59892
/YK 12/29/2021
29'3"6
2'7"11
4'0"4(TYP)3'11"12 4'4'3'11"12
6'6"3
6'6"3
22'9"2
16'2"15
29'3"6
6'6"3
29'3"6
29'3"65'5"3A
C F H
J
MQ
10
12
3X4(D1)
4X4
3X4
3X4
3X4
4X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
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.
The overall height of this truss excluding overhang is5-5-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*106 /-/-/44 /13 /5
Wind reactions based on MWFRS
J Brg Wid = 351 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 17.52 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):0.002 G 999 240
VERT(CL):0.003 G 999 180
HORZ(LL):0.002 I - -
HORZ(TL):0.003 I - -
Creep Factor: 2.0
Max TC CSI:0.219
Max BC CSI:0.177
Max Web CSI:0.160
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V2
Ply: 1
Qty:1
SEQN:469640 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T21 /
DrwNo:363.21.1128.59892
/YK 12/29/2021
29'3"6
2'7"11
4'0"4(TYP)3'11"12 4'4'3'11"12
6'6"3
6'6"3
22'9"2
16'2"15
29'3"6
6'6"3
29'3"6
29'3"65'5"3A
C F H
J
MQ
10
12
3X4(D1)
4X4
3X4
3X4
3X4
4X4
3X4(D1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
The overall height of this truss excluding overhang is3-9-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*86 /-/-/43 /13 /4
Wind reactions based on MWFRS
H Brg Wid = 303 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.36 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):0.010 A 999 240
VERT(CL):0.021 A 999 180
HORZ(LL):-0.005 H - -
HORZ(TL):0.012 H - -
Creep Factor: 2.0
Max TC CSI:0.310
Max BC CSI:0.181
Max Web CSI:0.096
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V3
Ply: 1
Qty:1
SEQN:469645 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T16 /
DrwNo:363.21.1129.00000
/YK 12/29/2021
25'3"6
4'7"15 3'11"12(TYP)4'4'
4'6"3
4'6"3
20'9"2
16'2"15
25'3"6
4'6"3
25'3"6
25'3"63'9"3A
B E G
H
JN
10
12
3X4(D1)
4X4
3X4
3X4
3X4
4X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
The overall height of this truss excluding overhang is3-9-3.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*86 /-/-/43 /13 /4
Wind reactions based on MWFRS
H Brg Wid = 303 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.36 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):0.010 A 999 240
VERT(CL):0.021 A 999 180
HORZ(LL):-0.005 H - -
HORZ(TL):0.012 H - -
Creep Factor: 2.0
Max TC CSI:0.310
Max BC CSI:0.181
Max Web CSI:0.096
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V3
Ply: 1
Qty:1
SEQN:469645 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T16 /
DrwNo:363.21.1129.00000
/YK 12/29/2021
25'3"6
4'7"15 3'11"12(TYP)4'4'
4'6"3
4'6"3
20'9"2
16'2"15
25'3"6
4'6"3
25'3"6
25'3"63'9"3A
B E G
H
JN
10
12
3X4(D1)
4X4
3X4
3X4
3X4
4X4
3X4(D1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
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.
The overall height of this truss excluding overhang is8-5-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*130 /-/-/58 /33 /17
Wind reactions based on MWFRS
A Brg Wid = 243 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 22.39 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 6.06 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: 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):0.003 F 999 240
VERT(CL):0.003 E 999 180
HORZ(LL):-0.005 D - -
HORZ(TL):0.007 E - -
Creep Factor: 2.0
Max TC CSI:0.122
Max BC CSI:0.062
Max Web CSI:0.125
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V4
Ply: 1
Qty:1
SEQN:469651 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T7 /
DrwNo:363.21.1128.59376
/YK 12/29/2021
20'3"12
2'7"11 2'(TYP)
10'1"15
10'1"15
20'3"12
10'1"13
20'3"12
20'3"12
0"48'5"13(a)
A
F
K
P
10
12
3X4(D1)
4X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 5.00 PSF one faceand 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
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.
The overall height of this truss excluding overhang is8-5-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A*130 /-/-/58 /33 /17
Wind reactions based on MWFRS
A Brg Wid = 243 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 22.39 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 6.06 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: 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):0.003 F 999 240
VERT(CL):0.003 E 999 180
HORZ(LL):-0.005 D - -
HORZ(TL):0.007 E - -
Creep Factor: 2.0
Max TC CSI:0.122
Max BC CSI:0.062
Max Web CSI:0.125
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:V4
Ply: 1
Qty:1
SEQN:469651 /GABL
FROM: RFG
Cust: R215 JRef:1XbR2150006 T7 /
DrwNo:363.21.1128.59376
/YK 12/29/2021
20'3"12
2'7"11 2'(TYP)
10'1"15
10'1"15
20'3"12
10'1"13
20'3"12
20'3"12
0"48'5"13(a)
A
F
K
P
10
12
3X4(D1)
4X4
3X4
3X4(D1)
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 1021 /-/-/-/-/-
O 1001 /-/-/-/-/-
X Brg Wid = -Min Req =-
O Brg Wid = 3.5
Bearing O 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 -1735
C - D 0 -2982
D - E 0 -2982
E - F 0 -3576
F - G 0 -3576
Chords Tens.Comp.
G - H 0 -3676
H - I 0 -3667
I - J 0 -3008
J - K 0 -3008
K - L 0 -1774
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
X - W 979 0W -V 2462 0
V - U 3415 0
U - T 3680 0
T - S 3676 0
Chords Tens.Comp.
S - R 3405 0R - Q 3405 0
Q - P 2491 0
P - O 1026 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - B 0 -1366
B - W 1051 0
W -C 0 -1011
C - V 707 0
V - E 0 -588
U - G 149 -396
Webs Tens.Comp.
S - I 587 -34
I - Q 0 -540
Q - K 702 0
K - P 0 -997
P - L 1041 0
L - O 0 -1394
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.262 G 826 480
VERT(CL):0.361 G 600 360
HORZ(LL):0.041 B - -
HORZ(TL):0.056 B - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.539
Max Web CSI:0.501
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F4
Ply: 1
Qty:2
SEQN:473019 SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T11
DrwNo:363.21.1333.19160
/YK 12/29/2021
3"8
18'6"
3"
1'3"
2'6"1'3"12
(TYP)
2'6"2'6"1'3"
3"
9'3"
9'3"
10'6"
1'3"
18'6"
8'1'4"+
A B C D E F G H I J K L M
OPQRSTUVWX
2X4
3X6
4X5
4X5
1X4
3X6
W=3X4
1X4
1X4
W=H0308
1X4
3X6 4X5
4X5 1X4
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
6750 Forum DriveSuite 305Orlando FL, 32821
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.
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 1021 /-/-/-/-/-
O 1001 /-/-/-/-/-
X Brg Wid = -Min Req =-
O Brg Wid = 3.5
Bearing O 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 -1735
C - D 0 -2982
D - E 0 -2982
E - F 0 -3576
F - G 0 -3576
Chords Tens.Comp.
G - H 0 -3676
H - I 0 -3667
I - J 0 -3008
J - K 0 -3008
K - L 0 -1774
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
X - W 979 0W -V 2462 0
V - U 3415 0
U - T 3680 0
T - S 3676 0
Chords Tens.Comp.
S - R 3405 0R - Q 3405 0
Q - P 2491 0
P - O 1026 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - B 0 -1366
B - W 1051 0
W -C 0 -1011
C - V 707 0
V - E 0 -588
U - G 149 -396
Webs Tens.Comp.
S - I 587 -34
I - Q 0 -540
Q - K 702 0
K - P 0 -997
P - L 1041 0
L - O 0 -1394
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.262 G 826 480
VERT(CL):0.361 G 600 360
HORZ(LL):0.041 B - -
HORZ(TL):0.056 B - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.539
Max Web CSI:0.501
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:F4
Ply: 1
Qty:2
SEQN:473019 SY42
FROM: RFG
Cust: R215 JRef:1XbR2150006 T11
DrwNo:363.21.1333.19160
/YK 12/29/2021
3"8
18'6"
3"
1'3"
2'6"1'3"12
(TYP)
2'6"2'6"1'3"
3"
9'3"
9'3"
10'6"
1'3"
18'6"
8'1'4"+
A B C D E F G H I J K L M
OPQRSTUVWX
2X4
3X6
4X5
4X5
1X4
3X6
W=3X4
1X4
1X4
W=H0308
1X4
3X6 4X5
4X5 1X4
3X6
1.5X3
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 130 plf at 0.00 to 130 plf at 18.50BC: From 10 plf at 0.00 to 10 plf at 18.50
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1295 /-/-/-/-/-
J 1295 /-/-/-/-/-
R Brg Wid = -Min Req =-
J Brg Wid = 3.5
Bearing J 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 -1204
B - C 0 -2083
C - D 0 -2613
D - E 0 -2815
Chords Tens.Comp.
E - F 0 -2815
F - G 0 -2615
G - H 0 -2083
H - I 0 -1204
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 1358 0
P - O 2186 0O - N 2673 0
Chords Tens.Comp.
N - M 2675 0
M - L 2186 0L - K 1358 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - R 0 -628
A - Q 1315 0
Q - B 0 -570
B - P 819 0
P - C 0 -381
C - O 483 0
Webs Tens.Comp.
M - G 485 0
G - L 0 -382
L - H 819 0
H - K 0 -569
K - I 1315 0
I - J 0 -628
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.152 E 999 480
VERT(CL):0.265 E 836 360
HORZ(LL):0.024 A - -
HORZ(TL):0.041 A - -
Creep Factor: 2.0
Max TC CSI:0.129
Max BC CSI:0.378
Max Web CSI:0.626
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT1
Ply: 2
Qty:1
SEQN:473023 FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T12
DrwNo:363.21.1333.37140
/YK 12/29/2021
2 Complete Trusses Required
18'6"
2'5"1
2'5"1
4'8"6
2'3"5
6'11"11
2'3"5
9'3"
2'3"5
11'6"5
2'3"5
13'9"10
2'3"5
16'0"15
2'3"5
18'6"
2'5"1
2'5"1
2'5"1
4'8"6
2'3"5
6'11"11
2'3"5
9'3"
2'3"5
11'6"5
2'3"5
13'9"10
2'3"5
16'0"15
2'3"5
18'6"
2'5"11'4"A B C D E F G H I
JKLMNOPQR
4X6
2X4 4X6
4X4
4X4
3X4
3X4
5X5 2X4
3X8
3X4
5X5
3X4
4X4
4X4
4X6
4X6
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
6750 Forum DriveSuite 305Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 130 plf at 0.00 to 130 plf at 18.50BC: From 10 plf at 0.00 to 10 plf at 18.50
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.
The overall height of this truss excluding overhang is1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1295 /-/-/-/-/-
J 1295 /-/-/-/-/-
R Brg Wid = -Min Req =-
J Brg Wid = 3.5
Bearing J 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 -1204
B - C 0 -2083
C - D 0 -2613
D - E 0 -2815
Chords Tens.Comp.
E - F 0 -2815
F - G 0 -2615
G - H 0 -2083
H - I 0 -1204
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
Q - P 1358 0
P - O 2186 0O - N 2673 0
Chords Tens.Comp.
N - M 2675 0
M - L 2186 0L - K 1358 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - R 0 -628
A - Q 1315 0
Q - B 0 -570
B - P 819 0
P - C 0 -381
C - O 483 0
Webs Tens.Comp.
M - G 485 0
G - L 0 -382
L - H 819 0
H - K 0 -569
K - I 1315 0
I - J 0 -628
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
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):0.152 E 999 480
VERT(CL):0.265 E 836 360
HORZ(LL):0.024 A - -
HORZ(TL):0.041 A - -
Creep Factor: 2.0
Max TC CSI:0.129
Max BC CSI:0.378
Max Web CSI:0.626
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884
Buchaca
Truss Label:FT1
Ply: 2
Qty:1
SEQN:473023 FLAT
FROM: RFG
Cust: R215 JRef:1XbR2150006 T12
DrwNo:363.21.1333.37140
/YK 12/29/2021
2 Complete Trusses Required
18'6"
2'5"1
2'5"1
4'8"6
2'3"5
6'11"11
2'3"5
9'3"
2'3"5
11'6"5
2'3"5
13'9"10
2'3"5
16'0"15
2'3"5
18'6"
2'5"1
2'5"1
2'5"1
4'8"6
2'3"5
6'11"11
2'3"5
9'3"
2'3"5
11'6"5
2'3"5
13'9"10
2'3"5
16'0"15
2'3"5
18'6"
2'5"11'4"A B C D E F G H I
JKLMNOPQR
4X6
2X4 4X6
4X4
4X4
3X4
3X4
5X5 2X4
3X8
3X4
5X5
3X4
4X4
4X4
4X6
4X6
2X4
12/29/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/29/2021FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/29/2021FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/29/2021FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/29/2021FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/29/2021FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/29/2021FL REG# 278, Yoonhwak Kim, FL PE #86367