2325 Beachcomber. PPI22-0001 Trusses 2Alpine, 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: 21-5884R
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 #: 1Xc62150009
Wind Standard: ASCE 7-16 Wind Speed (mph): 150.000000 Design Loading (psf): 40.00
Building Type: Closed
This package contains general notes pages, 12 truss drawing(s) and 3 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 013.22.1621.49970 G1 2 013.22.1621.25910 G2
3 013.22.1621.13337 G3 4 013.22.1621.47250 G4
5 013.22.1621.16123 G5 6 013.22.1621.14667 H1
7 013.22.1621.20490 K1 8 013.22.1621.21910 K2
9 013.22.1621.24713 K3 10 013.22.1621.18803 K4
11 013.22.1621.23273 K5 12 013.22.1621.17443 K6
13 A14030ENC160118 14 BRCLBSUB0119
15 GBLLETIN0118
Florida Certificate of Product Approval #FL1999 Printed 1/13/2022 4:42:01 PM
01/13/2022
COA#0-278
By Toni Gindlesperger at 4:12 pm, Apr 13, 2022
By Mike Jones at 2:35 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 is10-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/687 /348 /374
F 1213 /-/-/687 /348 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5
F Brg Wid = 4.0 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 419 -1441
C - D 577 -1293
Chords Tens.Comp.
D - E 577 -1293
E - F 419 -1441
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1012 -183
J - I 684 -71
Chords Tens.Comp.
I - H 684 -71
H - F 1013 -139
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - D 593 -268
Webs Tens.Comp.
D - H 594 -268
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: 25.39 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 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):0.042 H 999 240
VERT(CL):0.081 H 999 180
HORZ(LL):0.020 C - -
HORZ(TL):0.039 C - -
Creep Factor: 2.0
Max TC CSI:0.442
Max BC CSI:0.712
Max Web CSI:0.594
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G1
Ply: 1
Qty:5
SEQN:476560 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T14
DrwNo:013.22.1621.49970
SSB /FV 01/13/2022
23'10"
6'1"7
6'1"7
11'11"
5'9"9
17'8"9
5'9"9
23'10"
6'1"7
8'0"10
8'0"10
15'9"6
7'8"12
23'10"
8'0"101'4"1'4"
4"1310'4"11'5"1A
B
C
D
E
F
GHIJ
10
12
3X4(A1)
5X5
3X4 3X4
4X4
3X4
5X5
3X4(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;
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 is10-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/687 /348 /374
F 1213 /-/-/687 /348 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5
F Brg Wid = 4.0 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 419 -1441
C - D 577 -1293
Chords Tens.Comp.
D - E 577 -1293
E - F 419 -1441
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1012 -183
J - I 684 -71
Chords Tens.Comp.
I - H 684 -71
H - F 1013 -139
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - D 593 -268
Webs Tens.Comp.
D - H 594 -268
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: 25.39 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 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):0.042 H 999 240
VERT(CL):0.081 H 999 180
HORZ(LL):0.020 C - -
HORZ(TL):0.039 C - -
Creep Factor: 2.0
Max TC CSI:0.442
Max BC CSI:0.712
Max Web CSI:0.594
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G1
Ply: 1
Qty:5
SEQN:476560 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T14
DrwNo:013.22.1621.49970
SSB /FV 01/13/2022
23'10"
6'1"7
6'1"7
11'11"
5'9"9
17'8"9
5'9"9
23'10"
6'1"7
8'0"10
8'0"10
15'9"6
7'8"12
23'10"
8'0"101'4"1'4"
4"1310'4"11'5"1A
B
C
D
E
F
GHIJ
10
12
3X4(A1)
5X5
3X4 3X4
4X4
3X4
5X5
3X4(A1)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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; W4 2x4 SP M-31;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 5.00" 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.=1.25 / Plate Dur.Fac.=1.25)TC: From 66 plf at -1.33 to 66 plf at 15.46TC: From 33 plf at 15.46 to 33 plf at 21.44TC: From 66 plf at 21.44 to 66 plf at 23.83
BC: From 5 plf at -1.33 to 5 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 9.60BC: From 60 plf at 9.60 to 60 plf at 11.77BC: From 20 plf at 11.77 to 20 plf at 15.46BC: From 10 plf at 15.46 to 10 plf at 21.44BC: From 20 plf at 21.44 to 20 plf at 23.83BC: 3549 lb Conc. Load at 15.46BC: 710 lb Conc. Load at 17.44,19.44,21.44,23.44
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
10-4-0.
It is the responsibility of the Building Designer andTruss Fabricator to review this drawing prior tocutting lumber to verify that all data,includingdimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2747 /-/-/-/705 /-
H 5618 /-/-/-/1441 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5
H Brg Wid = 4.0 Min Req =2.3
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 481 -1887
C - D 442 -1816
D - E 410 -1714
Chords Tens.Comp.
E - F 651 -2820
F - G 661 -2838
G - H 834 -3447
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 1404 -345
M - L 1272 -298L - K 1272 -298
Chords Tens.Comp.
K - J 2098 -484
J - I 2606 -622I - H 2617 -625
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 1838 -386
K - E 419 -1854
E - J 2323 -499
Webs Tens.Comp.
J - G 168 -601
G - I 719 -178
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.39 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 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.086 J 999 240
VERT(CL):0.172 J 999 180
HORZ(LL):0.022 C - -
HORZ(TL):0.044 C - -
Creep Factor: 2.0
Max TC CSI:0.273
Max BC CSI:0.299
Max Web CSI:0.885
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G2
Ply: 2
Qty:1
SEQN:476605 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T11
DrwNo:013.22.1621.25910
SSB /FV 01/13/2022
2 Complete Trusses Required
W4
23'10"
6'1"7
6'1"7
11'11"
5'9"9
15'5"8
3'6"8
19'6"11
4'1"3
23'10"
4'3"5
8'0"10
8'0"10
11'11"
3'10"6
15'5"8
3'6"8
19'6"11
4'1"3
23'10"
4'3"51'4"
4"1310'4"11'5"1A
B
C
D
E
F
G
H
IJKLM
10
12
2.5X6(A1)
5X5
3X4 4X4
5X6
5X5
5X10
6X8
3X4
2.5X6
2.5X6 4X8(B3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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; W4 2x4 SP M-31;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 5.00" 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.=1.25 / Plate Dur.Fac.=1.25)TC: From 66 plf at -1.33 to 66 plf at 15.46TC: From 33 plf at 15.46 to 33 plf at 21.44TC: From 66 plf at 21.44 to 66 plf at 23.83
BC: From 5 plf at -1.33 to 5 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 9.60BC: From 60 plf at 9.60 to 60 plf at 11.77BC: From 20 plf at 11.77 to 20 plf at 15.46BC: From 10 plf at 15.46 to 10 plf at 21.44BC: From 20 plf at 21.44 to 20 plf at 23.83BC: 3549 lb Conc. Load at 15.46BC: 710 lb Conc. Load at 17.44,19.44,21.44,23.44
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
10-4-0.
It is the responsibility of the Building Designer andTruss Fabricator to review this drawing prior tocutting lumber to verify that all data,includingdimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2747 /-/-/-/705 /-
H 5618 /-/-/-/1441 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5
H Brg Wid = 4.0 Min Req =2.3
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 481 -1887
C - D 442 -1816
D - E 410 -1714
Chords Tens.Comp.
E - F 651 -2820
F - G 661 -2838
G - H 834 -3447
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 1404 -345
M - L 1272 -298L - K 1272 -298
Chords Tens.Comp.
K - J 2098 -484
J - I 2606 -622I - H 2617 -625
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 1838 -386
K - E 419 -1854
E - J 2323 -499
Webs Tens.Comp.
J - G 168 -601
G - I 719 -178
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.39 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 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.086 J 999 240
VERT(CL):0.172 J 999 180
HORZ(LL):0.022 C - -
HORZ(TL):0.044 C - -
Creep Factor: 2.0
Max TC CSI:0.273
Max BC CSI:0.299
Max Web CSI:0.885
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G2
Ply: 2
Qty:1
SEQN:476605 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T11
DrwNo:013.22.1621.25910
SSB /FV 01/13/2022
2 Complete Trusses Required
W4
23'10"
6'1"7
6'1"7
11'11"
5'9"9
15'5"8
3'6"8
19'6"11
4'1"3
23'10"
4'3"5
8'0"10
8'0"10
11'11"
3'10"6
15'5"8
3'6"8
19'6"11
4'1"3
23'10"
4'3"51'4"
4"1310'4"11'5"1A
B
C
D
E
F
G
H
IJKLM
10
12
2.5X6(A1)
5X5
3X4 4X4
5X6
5X5
5X10
6X8
3X4
2.5X6
2.5X6 4X8(B3)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
(**) 2 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 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&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is9-11-7.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*177 /-/-/77 /-/8
AH 476 /-/-/224 /-/-
P 1023 /-/-/515 /-/-
Wind reactions based on MWFRS
B Brg Wid = 136 Min Req =-
AH Brg Wid = 4.0 Min Req =1.5
P Brg Wid = 4.0 Min Req =1.5
Bearings B, AH, & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - L 517 -705
L - N 213 -918
Chords Tens.Comp.
N - P 56 -756
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - Z 560 -65Z - Y 531 -26
Chords Tens.Comp.
Y - U 1061 -52U - P 684 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Z - I 115 -662
I - U 886 -538
Webs Tens.Comp.
U - L 313 -486
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: 25.20 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):0.054 S 999 240
VERT(CL):0.130 S 999 180
HORZ(LL):-0.035 M - -
HORZ(TL):0.084 M - -
Creep Factor: 2.0
Max TC CSI:0.467
Max BC CSI:0.592
Max Web CSI:0.801
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G3
Ply: 1
Qty:1
SEQN:476563 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T1
DrwNo:013.22.1621.13337
SSB /FV 01/13/2022
SC1
SC2
11'6"12'4"
1'11"2'(TYP)
4"5
4"5
1'9"12
1'5"7
6'0"1
4'2"5
11'11"
5'10"15
17'9"15
5'10"15
22'0"4
4'2"5
23'5"11
1'5"8
23'10"
4"5
8'0"10
8'0"10
15'9"6
7'8"12
23'10"
8'0"101'4"1'4"
3'4"
(NNL)
3'4"
(NNL)
4"139'11"711'0"8(a)(a)
(a)
A
B
D
F
I
L
N
P
QUYZAH
10
12
2X4(C3)3X4(C3)
2X4(**)3X4
6X8
8X123X4
7X8
8X12
6X8
3X42X4(**)
2X4(C3)3X4(C3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
(**) 2 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 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&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is9-11-7.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*177 /-/-/77 /-/8
AH 476 /-/-/224 /-/-
P 1023 /-/-/515 /-/-
Wind reactions based on MWFRS
B Brg Wid = 136 Min Req =-
AH Brg Wid = 4.0 Min Req =1.5
P Brg Wid = 4.0 Min Req =1.5
Bearings B, AH, & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - L 517 -705
L - N 213 -918
Chords Tens.Comp.
N - P 56 -756
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - Z 560 -65Z - Y 531 -26
Chords Tens.Comp.
Y - U 1061 -52U - P 684 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Z - I 115 -662
I - U 886 -538
Webs Tens.Comp.
U - L 313 -486
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: 25.20 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):0.054 S 999 240
VERT(CL):0.130 S 999 180
HORZ(LL):-0.035 M - -
HORZ(TL):0.084 M - -
Creep Factor: 2.0
Max TC CSI:0.467
Max BC CSI:0.592
Max Web CSI:0.801
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G3
Ply: 1
Qty:1
SEQN:476563 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T1
DrwNo:013.22.1621.13337
SSB /FV 01/13/2022
SC1
SC2
11'6"12'4"
1'11"2'(TYP)
4"5
4"5
1'9"12
1'5"7
6'0"1
4'2"5
11'11"
5'10"15
17'9"15
5'10"15
22'0"4
4'2"5
23'5"11
1'5"8
23'10"
4"5
8'0"10
8'0"10
15'9"6
7'8"12
23'10"
8'0"101'4"1'4"
3'4"
(NNL)
3'4"
(NNL)
4"139'11"711'0"8(a)(a)
(a)
A
B
D
F
I
L
N
P
QUYZAH
10
12
2X4(C3)3X4(C3)
2X4(**)3X4
6X8
8X123X4
7X8
8X12
6X8
3X42X4(**)
2X4(C3)3X4(C3)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.
Hangers / Ties
(J) Hanger Support Required, by others
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.
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 is10-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 806 /-/-/491 /49 /315
F 774 /-/-/461 /142 /-
Wind reactions based on MWFRS
B Brg Wid = 4.0 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 122 -836
Chords Tens.Comp.
C - D 275 -702
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 556 -281
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
G - D 667 -260
Webs Tens.Comp.
D - F 175 -568
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: 25.39 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):0.018 G 999 240
VERT(CL):0.035 G 999 180
HORZ(LL):0.009 C - -
HORZ(TL):0.018 C - -
Creep Factor: 2.0
Max TC CSI:0.494
Max BC CSI:0.721
Max Web CSI:0.576
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G4
Ply: 1
Qty:8
SEQN:476569 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T13
DrwNo:013.22.1621.47250
SSB /FV 01/13/2022
15'4"
6'1"7
6'1"7
11'11"
5'9"9
15'4"
3'5"
8'0"10
8'0"10
15'4"
7'3"61'4"
4"13 7'5"1310'4"11'5"1(a)
A
B
C
D
E
FG
10
12
2X4(A1)
5X5
3X4
4X4
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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
(J) Hanger Support Required, by others
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.
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 is10-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 806 /-/-/491 /49 /315
F 774 /-/-/461 /142 /-
Wind reactions based on MWFRS
B Brg Wid = 4.0 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 122 -836
Chords Tens.Comp.
C - D 275 -702
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 556 -281
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
G - D 667 -260
Webs Tens.Comp.
D - F 175 -568
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: 25.39 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):0.018 G 999 240
VERT(CL):0.035 G 999 180
HORZ(LL):0.009 C - -
HORZ(TL):0.018 C - -
Creep Factor: 2.0
Max TC CSI:0.494
Max BC CSI:0.721
Max Web CSI:0.576
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G4
Ply: 1
Qty:8
SEQN:476569 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T13
DrwNo:013.22.1621.47250
SSB /FV 01/13/2022
15'4"
6'1"7
6'1"7
11'11"
5'9"9
15'4"
3'5"
8'0"10
8'0"10
15'4"
7'3"61'4"
4"13 7'5"1310'4"11'5"1(a)
A
B
C
D
E
FG
10
12
2X4(A1)
5X5
3X4
4X4
2X4
2.5X6
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
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 faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
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.
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 is9-11-7.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*148 /-/-/62 /-/11
Wind reactions based on MWFRS
L Brg Wid = 183 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: 25.20 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):0.002 H 999 240
VERT(CL):0.004 H 999 180
HORZ(LL):0.009 J - -
HORZ(TL):0.014 J - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.109
Max Web CSI:0.196
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G5
Ply: 1
Qty:1
SEQN:476572 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T3
DrwNo:013.22.1621.16123
SSB /FV 01/13/2022
SC1
15'3"8
1'11"2'(TYP)
1'3"4
4"5
4"5
1'9"12
1'5"7
11'11"
10'1"4
15'4"
3'5"
15'4"
15'4"1'4"
3'4"
(NNL)
4"13 7'1"49'11"711'0"8(a)
A
B
D
I
K
LM
10
12
2X4(C3)3X4(C3)
2X4(**)3X4
4X4
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;Stack Chord: SC1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
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 faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
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.
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 is9-11-7.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L*148 /-/-/62 /-/11
Wind reactions based on MWFRS
L Brg Wid = 183 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: 25.20 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):0.002 H 999 240
VERT(CL):0.004 H 999 180
HORZ(LL):0.009 J - -
HORZ(TL):0.014 J - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.109
Max Web CSI:0.196
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:G5
Ply: 1
Qty:1
SEQN:476572 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T3
DrwNo:013.22.1621.16123
SSB /FV 01/13/2022
SC1
15'3"8
1'11"2'(TYP)
1'3"4
4"5
4"5
1'9"12
1'5"7
11'11"
10'1"4
15'4"
3'5"
15'4"
15'4"1'4"
3'4"
(NNL)
4"13 7'1"49'11"711'0"8(a)
A
B
D
I
K
LM
10
12
2X4(C3)3X4(C3)
2X4(**)3X4
4X4
3X4
3X4
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-2-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*146 /-/-/66 /-/7
Wind reactions based on MWFRS
J Brg Wid = 149 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 614 -498
Chords Tens.Comp.
I - J 379 -612
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: 22.84 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):0.002 J 999 240
VERT(CL):0.004 J 991 180
HORZ(LL):0.001 I - -
HORZ(TL):0.001 I - -
Creep Factor: 2.0
Max TC CSI:0.339
Max BC CSI:0.116
Max Web CSI:0.077
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:H1
Ply: 1
Qty:1
SEQN:476566 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T2
DrwNo:013.22.1621.14667
SSB /FV 01/13/2022
SC1
SC2
12'6"
2'3"2'(TYP)
4"5
4"5
1'9"12
1'5"8
6'3"
4'5"4
10'8"4
4'5"4
12'1"11
1'5"8
12'6"
4"5
12'6"
12'6"1'4"1'4"
3'4"
(NNL)
3'4"
(NNL)
4"135'2"126'3"13A
B
C
F
I
J
K
10
12
2X4(C3)3X4(C3)
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.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-2-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*146 /-/-/66 /-/7
Wind reactions based on MWFRS
J Brg Wid = 149 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 614 -498
Chords Tens.Comp.
I - J 379 -612
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: 22.84 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):0.002 J 999 240
VERT(CL):0.004 J 991 180
HORZ(LL):0.001 I - -
HORZ(TL):0.001 I - -
Creep Factor: 2.0
Max TC CSI:0.339
Max BC CSI:0.116
Max Web CSI:0.077
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:H1
Ply: 1
Qty:1
SEQN:476566 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T2
DrwNo:013.22.1621.14667
SSB /FV 01/13/2022
SC1
SC2
12'6"
2'3"2'(TYP)
4"5
4"5
1'9"12
1'5"8
6'3"
4'5"4
10'8"4
4'5"4
12'1"11
1'5"8
12'6"
4"5
12'6"
12'6"1'4"1'4"
3'4"
(NNL)
3'4"
(NNL)
4"135'2"126'3"13A
B
C
F
I
J
K
10
12
2X4(C3)3X4(C3)
3X4
4X4
3X4
2X4(C3)3X4(C3)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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; T5 2x4 SP M-31;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W5 2x4 SP #2;
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 is6-3-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1457 /-/-/737 /276 /139
H 1454 /-/-/735 /277 /-
Wind reactions based on MWFRS
Q Brg Wid = 4.0 Min Req =1.5
H Brg Wid = 6.0 Min Req =1.5
Bearings Q & 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 1511 -4375
C - D 1228 -3515
D - E 949 -2556
Chords Tens.Comp.
E - F 966 -2551
F - G 1137 -3256
G - H 1484 -4309
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - P 4203 -1402
P - O 4197 -1406O - N 4197 -1406
N - M 3334 -1042
Chords Tens.Comp.
M - L 3076 -930
L - K 4128 -1368K - J 4128 -1368
J - H 4136 -1364
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - N 376 -871
N - D 406 -73
D - M 807 -2003
E - M 2989 -1123
Webs Tens.Comp.
M - F 781 -1927
F - L 453 -87
L - G 452 -1068
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: 23.72 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.36 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.390 M 999 240
VERT(CL):0.784 M 509 180
HORZ(LL):0.078 H - -
HORZ(TL):0.157 H - -
Creep Factor: 2.0
Max TC CSI:0.835
Max BC CSI:0.473
Max Web CSI:0.972
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K1
Ply: 1
Qty:9
SEQN:476588 SPEC
FROM: RFG
Cust: R215 JRef:1Xc62150009 T6
DrwNo:013.22.1621.20490
SSB /FV 01/13/2022
T5
W5
33'7"
7'0"3
7'0"3
12'11"5
5'11"3
16'2"8
3'3"3
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"2
7'0"3
7'0"3
12'11"5
5'11"3
16'2"8
3'3"3
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"21'4"1'4"
3"143'6"113'11"116'3"66'7"2A B
C
D
E
F
G
H I
JKLMNOPQ
3 12
10
12
3X8(A1)2X4
3X4
H0308 3X4
5X6(SRS)
5X6
7X6
5X6(SRS)
3X4 H0308
5X5
2X4 3X8(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; T5 2x4 SP M-31;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W5 2x4 SP #2;
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 is6-3-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1457 /-/-/737 /276 /139
H 1454 /-/-/735 /277 /-
Wind reactions based on MWFRS
Q Brg Wid = 4.0 Min Req =1.5
H Brg Wid = 6.0 Min Req =1.5
Bearings Q & 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 1511 -4375
C - D 1228 -3515
D - E 949 -2556
Chords Tens.Comp.
E - F 966 -2551
F - G 1137 -3256
G - H 1484 -4309
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - P 4203 -1402
P - O 4197 -1406O - N 4197 -1406
N - M 3334 -1042
Chords Tens.Comp.
M - L 3076 -930
L - K 4128 -1368K - J 4128 -1368
J - H 4136 -1364
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - N 376 -871
N - D 406 -73
D - M 807 -2003
E - M 2989 -1123
Webs Tens.Comp.
M - F 781 -1927
F - L 453 -87
L - G 452 -1068
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: 23.72 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.36 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.390 M 999 240
VERT(CL):0.784 M 509 180
HORZ(LL):0.078 H - -
HORZ(TL):0.157 H - -
Creep Factor: 2.0
Max TC CSI:0.835
Max BC CSI:0.473
Max Web CSI:0.972
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K1
Ply: 1
Qty:9
SEQN:476588 SPEC
FROM: RFG
Cust: R215 JRef:1Xc62150009 T6
DrwNo:013.22.1621.20490
SSB /FV 01/13/2022
T5
W5
33'7"
7'0"3
7'0"3
12'11"5
5'11"3
16'2"8
3'3"3
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"2
7'0"3
7'0"3
12'11"5
5'11"3
16'2"8
3'3"3
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"21'4"1'4"
3"143'6"113'11"116'3"66'7"2A B
C
D
E
F
G
H I
JKLMNOPQ
3 12
10
12
3X8(A1)2X4
3X4
H0308 3X4
5X6(SRS)
5X6
7X6
5X6(SRS)
3X4 H0308
5X5
2X4 3X8(A1)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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; T4,T5 2x4 SP M-31;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
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.
Purlins
In lieu of structural panels use purlins to brace TC @
24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is6-3-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Z*198 /-/-/86 /11 /16
L 831 /-/-/405 /273 /-
R /-279
Wind reactions based on MWFRS
Z Brg Wid = 197 Min Req =-
L Brg Wid = 6.0 Min Req =1.5
Bearings Z & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - I 1068 -680
I - J 1001 -569
Chords Tens.Comp.
K - L 902 -1424
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
P - O 1312 -750
O - N 1312 -750
Chords Tens.Comp.
N - L 1318 -747
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - H 362 -494H - Q 434 -472
I - Q 840 -1494
Webs Tens.Comp.
Q - J 635 -703J - P 531 -284
P - K 1108 -1648
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: 23.72 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.36 ft
Loc. from endwall: not in 12.11 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):0.059 N 999 240
VERT(CL):0.121 N 999 180
HORZ(LL):0.013 I - -
HORZ(TL):0.027 I - -
Creep Factor: 2.0
Max TC CSI:0.805
Max BC CSI:0.753
Max Web CSI:0.689
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K2
Ply: 1
Qty:1
SEQN:476591 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T7
DrwNo:013.22.1621.21910
SSB /FV 01/13/2022
SC1
T4
T5
33'7"
1'2"
1'2"
2'2"11
1'0"11
5'1"15
2'11"3
7'0"3
1'10"4
9'0"3
2'
11'0"3
2'
12'5"2
1'5"
16'2"8
3'9"6
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"2
5'1"15
5'1"15
7'0"3
1'10"4
9'0"3
2'
11'0"3
2'
12'5"2
1'5"
16'2"8
3'9"6
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"21'4"1'4"
3'7"9
(NNL)
3"143'1"93'11"116'3"66'7"2(a)
(a)
A B C
E F G H
I
J
K
L M
NOPQRSTUZ
3 12
10
12
3X4(C5)2.5X6(C5)
3X4 3X4
3X5 3X4
5X5(SRS)
5X5
4X8
5X5(SRS)
3X5 3X5
6X6
3X4(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; T4,T5 2x4 SP M-31;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
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.
Purlins
In lieu of structural panels use purlins to brace TC @
24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is6-3-6.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Z*198 /-/-/86 /11 /16
L 831 /-/-/405 /273 /-
R /-279
Wind reactions based on MWFRS
Z Brg Wid = 197 Min Req =-
L Brg Wid = 6.0 Min Req =1.5
Bearings Z & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - I 1068 -680
I - J 1001 -569
Chords Tens.Comp.
K - L 902 -1424
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
P - O 1312 -750
O - N 1312 -750
Chords Tens.Comp.
N - L 1318 -747
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - H 362 -494H - Q 434 -472
I - Q 840 -1494
Webs Tens.Comp.
Q - J 635 -703J - P 531 -284
P - K 1108 -1648
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: 23.72 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.36 ft
Loc. from endwall: not in 12.11 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):0.059 N 999 240
VERT(CL):0.121 N 999 180
HORZ(LL):0.013 I - -
HORZ(TL):0.027 I - -
Creep Factor: 2.0
Max TC CSI:0.805
Max BC CSI:0.753
Max Web CSI:0.689
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K2
Ply: 1
Qty:1
SEQN:476591 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T7
DrwNo:013.22.1621.21910
SSB /FV 01/13/2022
SC1
T4
T5
33'7"
1'2"
1'2"
2'2"11
1'0"11
5'1"15
2'11"3
7'0"3
1'10"4
9'0"3
2'
11'0"3
2'
12'5"2
1'5"
16'2"8
3'9"6
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"2
5'1"15
5'1"15
7'0"3
1'10"4
9'0"3
2'
11'0"3
2'
12'5"2
1'5"
16'2"8
3'9"6
18'11"12
2'9"4
25'8"14
6'9"2
33'7"
7'10"21'4"1'4"
3'7"9
(NNL)
3"143'1"93'11"116'3"66'7"2(a)
(a)
A B C
E F G H
I
J
K
L M
NOPQRSTUZ
3 12
10
12
3X4(C5)2.5X6(C5)
3X4 3X4
3X5 3X4
5X5(SRS)
5X5
4X8
5X5(SRS)
3X5 3X5
6X6
3X4(A1)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-10-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AM*124 /-/-/56 /-/6
AN*115 /-/-/53 /-/-
Wind reactions based on MWFRS
AM Brg Wid = 275 Min Req =-
AN Brg Wid = 128 Min Req =-
Bearings AM & Y are a rigid surface.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
V - R 184 -376
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: 23.53 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.36 ft
Loc. from endwall: not in 12.11 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):0.025 S 999 240
VERT(CL):0.051 S 999 180
HORZ(LL):-0.004 S - -
HORZ(TL):0.007 S - -
Creep Factor: 2.0
Max TC CSI:0.412
Max BC CSI:0.216
Max Web CSI:0.117
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K3
Ply: 1
Qty:1
SEQN:476594 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T10
DrwNo:013.22.1621.24713
SSB /FV 01/13/2022
SC1
SC2
33'7"
4'2"8 2'(TYP)
8"11
9"5
1'2"
1'2"
2'2"11
1'0"11
13'0"15
10'10"4
16'2"8
3'1"9
18'10"2
2'7"9
31'4"5
12'6"3
32'5"
1'0"11
33'7"
1'2"
33'7"
33'7"1'4"1'4"
3'7"9
(NNL)
3'7"9
(NNL)
3"143'3"83'8"85'10"136'2"9A B C
I
K
M
R
S T U
VZAIAM AN
3 12
10
12
3X4(C5)2.5X6(C5)
3X4
3X5
5X5(SRS)
5X5
5X5(SRS)
3X5
3X4
3X4(C5)2.5X6(C5)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.
Purlins
In lieu of structural panels use purlins to brace TC @24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-10-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AM*124 /-/-/56 /-/6
AN*115 /-/-/53 /-/-
Wind reactions based on MWFRS
AM Brg Wid = 275 Min Req =-
AN Brg Wid = 128 Min Req =-
Bearings AM & Y are a rigid surface.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
V - R 184 -376
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: 23.53 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.36 ft
Loc. from endwall: not in 12.11 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):0.025 S 999 240
VERT(CL):0.051 S 999 180
HORZ(LL):-0.004 S - -
HORZ(TL):0.007 S - -
Creep Factor: 2.0
Max TC CSI:0.412
Max BC CSI:0.216
Max Web CSI:0.117
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K3
Ply: 1
Qty:1
SEQN:476594 GABL
FROM: RFG
Cust: R215 JRef:1Xc62150009 T10
DrwNo:013.22.1621.24713
SSB /FV 01/13/2022
SC1
SC2
33'7"
4'2"8 2'(TYP)
8"11
9"5
1'2"
1'2"
2'2"11
1'0"11
13'0"15
10'10"4
16'2"8
3'1"9
18'10"2
2'7"9
31'4"5
12'6"3
32'5"
1'0"11
33'7"
1'2"
33'7"
33'7"1'4"1'4"
3'7"9
(NNL)
3'7"9
(NNL)
3"143'3"83'8"85'10"136'2"9A B C
I
K
M
R
S T U
VZAIAM AN
3 12
10
12
3X4(C5)2.5X6(C5)
3X4
3X5
5X5(SRS)
5X5
5X5(SRS)
3X5
3X4
3X4(C5)2.5X6(C5)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-3-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 701 /-/-/424 /152 /216
D 800 /-/-/420 /210 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5
D Brg Wid = 6.0 Min Req =1.5
Bearings I & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 102 -604
Chords Tens.Comp.
C - D 498 -1751
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 498 0
H - G 1648 -412
Chords Tens.Comp.
G - F 1648 -412
F - D 1657 -408
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - B 372 -810
B - H 474 -96
Webs Tens.Comp.
H - C 505 -1168
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: 23.72 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):0.077 F 999 240
VERT(CL):0.155 F 999 180
HORZ(LL):0.046 A - -
HORZ(TL):0.092 A - -
Creep Factor: 2.0
Max TC CSI:0.593
Max BC CSI:0.725
Max Web CSI:0.337
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K4
Ply: 1
Qty:2
SEQN:476585 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T5
DrwNo:013.22.1621.18803
SSB /FV 01/13/2022
17'5"8
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"2
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"2 1'4"6'4"33"143'11"116'7"2(a)
A
B
C
D
E
FGHI
10
12
312
2X4
2.5X6
4X5(SRS)
3X4 3X4
5X5
2X4 3X4(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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-3-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 701 /-/-/424 /152 /216
D 800 /-/-/420 /210 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5
D Brg Wid = 6.0 Min Req =1.5
Bearings I & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 102 -604
Chords Tens.Comp.
C - D 498 -1751
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 498 0
H - G 1648 -412
Chords Tens.Comp.
G - F 1648 -412
F - D 1657 -408
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - B 372 -810
B - H 474 -96
Webs Tens.Comp.
H - C 505 -1168
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: 23.72 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):0.077 F 999 240
VERT(CL):0.155 F 999 180
HORZ(LL):0.046 A - -
HORZ(TL):0.092 A - -
Creep Factor: 2.0
Max TC CSI:0.593
Max BC CSI:0.725
Max Web CSI:0.337
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K4
Ply: 1
Qty:2
SEQN:476585 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T5
DrwNo:013.22.1621.18803
SSB /FV 01/13/2022
17'5"8
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"2
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"2 1'4"6'4"33"143'11"116'7"2(a)
A
B
C
D
E
FGHI
10
12
312
2X4
2.5X6
4X5(SRS)
3X4 3X4
5X5
2X4 3X4(A1)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-3-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 707 /-/-/427 /273 /281
D 710 /-/-/367 /186 /-
Wind reactions based on MWFRS
H Brg Wid = 3.5 Min Req =1.5
D Brg Wid = -
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 105 -608
Chords Tens.Comp.
C - D 521 -1794
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
H - G 501 0
G - F 1691 -451
Chords Tens.Comp.
F - E 1691 -451
E - D 1701 -448
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
H - B 375 -814
B - G 477 -101
Webs Tens.Comp.
G - C 543 -1210
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: 23.88 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.078 E 999 240
VERT(CL):0.159 E 999 180
HORZ(LL):0.046 A - -
HORZ(TL):0.094 A - -
Creep Factor: 2.0
Max TC CSI:0.633
Max BC CSI:0.753
Max Web CSI:0.349
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K5
Ply: 1
Qty:4
SEQN:476582 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T9
DrwNo:013.22.1621.23273
SSB /FV 01/13/2022
17'5"8
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"2
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"26'4"33"143'11"116'3"6(a)
A
B
C
D
EFGH
10
12
312
2X4
2.5X6
4X5(SRS)
3X4 3X4
3X4
2X4 3X4(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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-3-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 707 /-/-/427 /273 /281
D 710 /-/-/367 /186 /-
Wind reactions based on MWFRS
H Brg Wid = 3.5 Min Req =1.5
D Brg Wid = -
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 105 -608
Chords Tens.Comp.
C - D 521 -1794
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
H - G 501 0
G - F 1691 -451
Chords Tens.Comp.
F - E 1691 -451
E - D 1701 -448
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
H - B 375 -814
B - G 477 -101
Webs Tens.Comp.
G - C 543 -1210
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: 23.88 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: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.078 E 999 240
VERT(CL):0.159 E 999 180
HORZ(LL):0.046 A - -
HORZ(TL):0.094 A - -
Creep Factor: 2.0
Max TC CSI:0.633
Max BC CSI:0.753
Max Web CSI:0.349
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K5
Ply: 1
Qty:4
SEQN:476582 COMN
FROM: RFG
Cust: R215 JRef:1Xc62150009 T9
DrwNo:013.22.1621.23273
SSB /FV 01/13/2022
17'5"8
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"2
2'10"4
2'10"4
9'7"6
6'9"2
17'5"8
7'10"26'4"33"143'11"116'3"6(a)
A
B
C
D
EFGH
10
12
312
2X4
2.5X6
4X5(SRS)
3X4 3X4
3X4
2X4 3X4(A1)
01/13/2022
COA#0-278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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: 1 Row @ 4.25" 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.=1.25 / Plate Dur.Fac.=1.25)TC: From 30 plf at 0.00 to 30 plf at 17.46BC: From 10 plf at 0.00 to 10 plf at 17.46BC: 774 lb Conc. Load at 2.02, 4.02, 6.02, 8.02
10.02,12.02,14.02,16.02
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.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
7-3-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 3342 /-/-/-/691 /-
F 3549 /-/-/-/729 /-
Wind reactions based on MWFRS
J Brg Wid = 3.5 Min Req =1.5
F Brg Wid = -
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 186 -912
B - C 247 -1214
Chords Tens.Comp.
C - D 247 -1214
D - E 187 -920
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 935 -192
Chords Tens.Comp.
H - G 942 -194
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 319 -1496
A - I 1727 -352
I - B 146 -540B - H 543 -107
Webs Tens.Comp.
H - D 529 -105
D - G 144 -528
G - E 1742 -355E - F 321 -1508
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 27.86 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):0.040 C 999 240
VERT(CL):0.080 C 999 180
HORZ(LL):0.009 A - -
HORZ(TL):0.018 A - -
Creep Factor: 2.0
Max TC CSI:0.096
Max BC CSI:0.226
Max Web CSI:0.721
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K6
Ply: 2
Qty:1
SEQN:476575 FLAT
FROM: RFG
Cust: R215 JRef:1Xc62150009 T4
DrwNo:013.22.1621.17443
SSB /FV 01/13/2022
2 Complete Trusses Required
17'5"8
4'5"4
4'5"4
8'8"12
4'3"8
13'0"4
4'3"8
17'5"8
4'5"4
4'5"4
4'5"4
8'8"12
4'3"8
13'0"4
4'3"8
17'5"8
4'5"47'3"5A B C D E
FGHIJ
4X5
2X10 8X8
3X4 5X5
4X8
3X4
8X8
4X5
2X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
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: 1 Row @ 4.25" 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.=1.25 / Plate Dur.Fac.=1.25)TC: From 30 plf at 0.00 to 30 plf at 17.46BC: From 10 plf at 0.00 to 10 plf at 17.46BC: 774 lb Conc. Load at 2.02, 4.02, 6.02, 8.02
10.02,12.02,14.02,16.02
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.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical exposed to wind pressure. Deflectionmeets L/360.
Right end vertical not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
7-3-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 3342 /-/-/-/691 /-
F 3549 /-/-/-/729 /-
Wind reactions based on MWFRS
J Brg Wid = 3.5 Min Req =1.5
F Brg Wid = -
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 186 -912
B - C 247 -1214
Chords Tens.Comp.
C - D 247 -1214
D - E 187 -920
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 935 -192
Chords Tens.Comp.
H - G 942 -194
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 319 -1496
A - I 1727 -352
I - B 146 -540B - H 543 -107
Webs Tens.Comp.
H - D 529 -105
D - G 144 -528
G - E 1742 -355E - F 321 -1508
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 27.86 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):0.040 C 999 240
VERT(CL):0.080 C 999 180
HORZ(LL):0.009 A - -
HORZ(TL):0.018 A - -
Creep Factor: 2.0
Max TC CSI:0.096
Max BC CSI:0.226
Max Web CSI:0.721
VIEW Ver: 20.01.01A.0724.11
Job Number:21-5884R
Buchaca
Truss Label:K6
Ply: 2
Qty:1
SEQN:476575 FLAT
FROM: RFG
Cust: R215 JRef:1Xc62150009 T4
DrwNo:013.22.1621.17443
SSB /FV 01/13/2022
2 Complete Trusses Required
17'5"8
4'5"4
4'5"4
8'8"12
4'3"8
13'0"4
4'3"8
17'5"8
4'5"4
4'5"4
4'5"4
8'8"12
4'3"8
13'0"4
4'3"8
17'5"8
4'5"47'3"5A B C D E
FGHIJ
4X5
2X10 8X8
3X4 5X5
4X8
3X4
8X8
4X5
2X10
01/13/2022
COA#0-278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
01/13/2022
COA#0-278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
01/13/2022
COA#0-278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
01/13/2022
COA#0-278