1466 Marsh View RES21-0269 Trusses ApprovedAlpine, an ITW company
514 Earth City Expressway
Suite 242
Earth City, MO 63045
Phone: (800)326-4102 (314)344-9121
alpineitw.com
Site Information:Page 1:
Customer: Trussco, LLC Job Number: 9602
Job Description: Marsh View Garage
Address: 1466 Marsh View , Atlantic Beach, FL
Job Engineering Criteria:
Design Code: IBC 2018 IntelliVIEW Version: 20.02.01D through 21.01.01A
JRef #: 1X7M96160012
Wind Standard: ASCE 7-16 Wind Speed (mph): 130 Design Loading (psf): 40.00
Building Type: Closed
This package contains general notes pages, 9 truss drawing(s) and 0 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 214.21.1416.20174 T1 2 214.21.1416.21331 H2
3 214.21.1416.19040 H1 4 216.21.1502.00813 T2
5 214.21.1416.21328 CJ10 6 214.21.1416.18042 J7
7 214.21.1416.19039 J5 8 214.21.1416.21316 J3
9 214.21.1416.22370 J1
Florida Certificate of Product Approval #FL1999 Printed 8/4/2021 3:02:09 PM
08/04/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
This item has been electronically signed and sealed
by David J. Rothweiler on the date adjacent to the
seal using a SHA authentication code. Printed copies
of this document are not considered signed and sealed
and the SHA authentication code must be verified on
any electronic copies.
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/23/2021APPROVEDCHRISTOPHER SABOURIN
SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACTDOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLEFOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OFCONSTRUCTION COORDINATION OF THEIR WORK WITHOTHER TRADES AND FULL COMPLIANCE WITH CONTRACTDOCUMENTS
By Toni Gindlesperger at 4:53 pm, Aug 24, 2021
By Mike Jones at 4:05 pm, Sep 01, 2021
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 962 /-/-/562 /406 /156
F 962 /-/-/562 /406 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 651 -1642
C - D 471 -1230
Chords Tens.Comp.
D - E 471 -1230
E - F 651 -1642
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 1470 -486
Chords Tens.Comp.
H - F 1470 -491
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - H 318 -434
D - H 640 -118
Webs Tens.Comp.
H - E 318 -434
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.059 H 999 240
VERT(CL):0.116 H 999 180
HORZ(LL):0.022 H - -
HORZ(TL):0.043 H - -
Creep Factor: 2.0
Max TC CSI:0.417
Max BC CSI:0.809
Max Web CSI:0.283
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:T1
Ply: 1
Qty:3
SEQN:205703 /COMN
FROM: bh
Cust: R9616 JRef:1X7M96160012 T3 /
DrwNo:214.21.1416.20174
/NDW 08/02/2021
22'
5'9"14
5'9"14
11'
5'2"2
16'2"2
5'2"2
22'
5'9"14
11'
11'
22'
11'1'4"1'4"
4"14'11"15'4"14A
B
C
D
E
F
G
H
5 12
3X4(A1)
1.5X3
4X4
5X6
1.5X3
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 962 /-/-/562 /406 /156
F 962 /-/-/562 /406 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 651 -1642
C - D 471 -1230
Chords Tens.Comp.
D - E 471 -1230
E - F 651 -1642
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 1470 -486
Chords Tens.Comp.
H - F 1470 -491
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - H 318 -434
D - H 640 -118
Webs Tens.Comp.
H - E 318 -434
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.059 H 999 240
VERT(CL):0.116 H 999 180
HORZ(LL):0.022 H - -
HORZ(TL):0.043 H - -
Creep Factor: 2.0
Max TC CSI:0.417
Max BC CSI:0.809
Max Web CSI:0.283
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:T1
Ply: 1
Qty:3
SEQN:205703 /COMN
FROM: bh
Cust: R9616 JRef:1X7M96160012 T3 /
DrwNo:214.21.1416.20174
/NDW 08/02/2021
22'
5'9"14
5'9"14
11'
5'2"2
16'2"2
5'2"2
22'
5'9"14
11'
11'
22'
11'1'4"1'4"
4"14'11"15'4"14A
B
C
D
E
F
G
H
5 12
3X4(A1)
1.5X3
4X4
5X6
1.5X3
3X4(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 962 /-/-/569 /491 /134
G 962 /-/-/569 /491 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 882 -1699
C - D 767 -1407
D - E 757 -1243
Chords Tens.Comp.
E - F 765 -1399
F - G 884 -1697
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1527 -709
J - I 1240 -517
Chords Tens.Comp.
I - G 1526 -714
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.066 J 999 240
VERT(CL):0.128 J 999 180
HORZ(LL):0.026 I - -
HORZ(TL):0.050 I - -
Creep Factor: 2.0
Max TC CSI:0.297
Max BC CSI:0.702
Max Web CSI:0.128
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:H2
Ply: 1
Qty:2
SEQN:205704 /HIPS
FROM: bh
Cust: R9616 JRef:1X7M96160012 T2 /
DrwNo:214.21.1416.21331
/NDW 08/02/2021
22'
4'9"14
4'9"14
9'
4'2"2
13'
4'
17'2"2
4'2"2
22'
4'9"14
8'8"8
8'8"8
13'1"12
4'5"4
22'
8'10"41'4"1'4"
4"14'1"14'6"14A
B
C
D E
F
G
H
IJ
5 12
3X5(A1)
1.5X3
3X4
4X4 4X4
5X6
1.5X3
3X5(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 962 /-/-/569 /491 /134
G 962 /-/-/569 /491 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 882 -1699
C - D 767 -1407
D - E 757 -1243
Chords Tens.Comp.
E - F 765 -1399
F - G 884 -1697
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1527 -709
J - I 1240 -517
Chords Tens.Comp.
I - G 1526 -714
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.066 J 999 240
VERT(CL):0.128 J 999 180
HORZ(LL):0.026 I - -
HORZ(TL):0.050 I - -
Creep Factor: 2.0
Max TC CSI:0.297
Max BC CSI:0.702
Max Web CSI:0.128
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:H2
Ply: 1
Qty:2
SEQN:205704 /HIPS
FROM: bh
Cust: R9616 JRef:1X7M96160012 T2 /
DrwNo:214.21.1416.21331
/NDW 08/02/2021
22'
4'9"14
4'9"14
9'
4'2"2
13'
4'
17'2"2
4'2"2
22'
4'9"14
8'8"8
8'8"8
13'1"12
4'5"4
22'
8'10"41'4"1'4"
4"14'1"14'6"14A
B
C
D E
F
G
H
IJ
5 12
3X5(A1)
1.5X3
3X4
4X4 4X4
5X6
1.5X3
3X5(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 60 plf at -1.33 to 60 plf at 7.00TC: From 30 plf at 7.00 to 30 plf at 15.00TC: From 60 plf at 15.00 to 60 plf at 23.33
BC: From 4 plf at -1.33 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 7.03BC: From 10 plf at 7.03 to 10 plf at 14.97BC: From 20 plf at 14.97 to 20 plf at 22.00BC: From 4 plf at 22.00 to 4 plf at 23.33TC: 238 lb Conc. Load at 7.03,14.97TC: 182 lb Conc. Load at 9.06,11.00,12.94BC: 482 lb Conc. Load at 7.03,14.97BC: 128 lb Conc. Load at 9.06,11.00,12.94
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Use Simpson Hangers installed per manufacturer'sspecs., sized for magnitude and angle of tie-in load
and to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1986 /-/-/-/529 /-
F 1986 /-/-/-/529 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 570 -2182
C - D 599 -2300
Chords Tens.Comp.
D - E 599 -2300
E - F 570 -2182
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1990 -512
J - I 1973 -512
Chords Tens.Comp.
I - H 1973 -512
H - F 1990 -512
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 398 -105
Webs Tens.Comp.
I - E 398 -105
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.097 D 999 240
VERT(CL):0.191 D 999 180
HORZ(LL):0.023 H - -
HORZ(TL):0.046 H - -
Creep Factor: 2.0
Max TC CSI:0.349
Max BC CSI:0.437
Max Web CSI:0.152
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:H1
Ply: 2
Qty:2
SEQN:205711 /HIPS
FROM: bh
Cust: R9616 JRef:1X7M96160012 T1 /
DrwNo:214.21.1416.19040
/NDW 08/02/2021
2 Complete Trusses Required
22'
7'
7'
11'
4'
15'
4'
22'
7'
6'10"4
6'10"4
11'
4'1"12
15'1"12
4'1"12
22'
6'10"41'4"1'4"
4"13'3"13'8"14A
B
C D E
F
G
HIJK
5 12
3X6(A1)1.5X4
4X5 1.5X3
7X8
4X5
1.5X4 3X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 60 plf at -1.33 to 60 plf at 7.00TC: From 30 plf at 7.00 to 30 plf at 15.00TC: From 60 plf at 15.00 to 60 plf at 23.33
BC: From 4 plf at -1.33 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 7.03BC: From 10 plf at 7.03 to 10 plf at 14.97BC: From 20 plf at 14.97 to 20 plf at 22.00BC: From 4 plf at 22.00 to 4 plf at 23.33TC: 238 lb Conc. Load at 7.03,14.97TC: 182 lb Conc. Load at 9.06,11.00,12.94BC: 482 lb Conc. Load at 7.03,14.97BC: 128 lb Conc. Load at 9.06,11.00,12.94
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Use Simpson Hangers installed per manufacturer'sspecs., sized for magnitude and angle of tie-in load
and to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1986 /-/-/-/529 /-
F 1986 /-/-/-/529 /-
Wind reactions based on MWFRS
K Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 570 -2182
C - D 599 -2300
Chords Tens.Comp.
D - E 599 -2300
E - F 570 -2182
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1990 -512
J - I 1973 -512
Chords Tens.Comp.
I - H 1973 -512
H - F 1990 -512
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 398 -105
Webs Tens.Comp.
I - E 398 -105
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.097 D 999 240
VERT(CL):0.191 D 999 180
HORZ(LL):0.023 H - -
HORZ(TL):0.046 H - -
Creep Factor: 2.0
Max TC CSI:0.349
Max BC CSI:0.437
Max Web CSI:0.152
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:H1
Ply: 2
Qty:2
SEQN:205711 /HIPS
FROM: bh
Cust: R9616 JRef:1X7M96160012 T1 /
DrwNo:214.21.1416.19040
/NDW 08/02/2021
2 Complete Trusses Required
22'
7'
7'
11'
4'
15'
4'
22'
7'
6'10"4
6'10"4
11'
4'1"12
15'1"12
4'1"12
22'
6'10"41'4"1'4"
4"13'3"13'8"14A
B
C D E
F
G
HIJK
5 12
3X6(A1)1.5X4
4X5 1.5X3
7X8
4X5
1.5X4 3X6(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @10.25" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 235 plf at 0.00 to 235 plf at 11.00TC: From 63 plf at 11.00 to 63 plf at 23.33BC: From 20 plf at 0.00 to 20 plf at 21.85
Additional Notes
Wall girder loading on this truss.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2334 /-/-/-/-/-
F 1455 /-/-/-/-/-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2176
C - D 0 -1353
Chords Tens.Comp.
D - E 0 -1246
E - F 0 -1430
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 1919 0
Chords Tens.Comp.
H - F 1291 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - H 0 -874
Webs Tens.Comp.
D - H 568 0
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: D Kzt: NA
Mean Height: 0.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 0.00
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 C 999 240
VERT(CL):0.137 C 999 180
HORZ(LL):0.017 H - -
HORZ(TL):0.054 H - -
Creep Factor: 2.0
Max TC CSI:0.752
Max BC CSI:0.753
Max Web CSI:0.350
VIEW Ver: 21.01.01A.0521.20
Job Number:9602
Marsh View Garage
Truss Label:T2
Ply: 2
Qty:2
SEQN:16099 COMN
FROM: bh
Cust: R9616 JRef:1X7M96160012 T10
DrwNo:216.21.1502.00813
/NDW 08/04/2021
2 Complete Trusses Required
22'
5'9"14
5'9"14
11'
5'2"2
16'2"2
5'2"2
22'
5'9"14
11'
11'
22'
11'1'4"1'4"
4"14'11"15'4"14A
B
C
D
E
F
G
H
5 12
3X5(A1)
1.5X3
4X4
5X7
1.5X3
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @10.25" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 235 plf at 0.00 to 235 plf at 11.00TC: From 63 plf at 11.00 to 63 plf at 23.33BC: From 20 plf at 0.00 to 20 plf at 21.85
Additional Notes
Wall girder loading on this truss.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2334 /-/-/-/-/-
F 1455 /-/-/-/-/-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2176
C - D 0 -1353
Chords Tens.Comp.
D - E 0 -1246
E - F 0 -1430
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - H 1919 0
Chords Tens.Comp.
H - F 1291 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - H 0 -874
Webs Tens.Comp.
D - H 568 0
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: D Kzt: NA
Mean Height: 0.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 0.00
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: No
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 C 999 240
VERT(CL):0.137 C 999 180
HORZ(LL):0.017 H - -
HORZ(TL):0.054 H - -
Creep Factor: 2.0
Max TC CSI:0.752
Max BC CSI:0.753
Max Web CSI:0.350
VIEW Ver: 21.01.01A.0521.20
Job Number:9602
Marsh View Garage
Truss Label:T2
Ply: 2
Qty:2
SEQN:16099 COMN
FROM: bh
Cust: R9616 JRef:1X7M96160012 T10
DrwNo:216.21.1502.00813
/NDW 08/04/2021
2 Complete Trusses Required
22'
5'9"14
5'9"14
11'
5'2"2
16'2"2
5'2"2
22'
5'9"14
11'
11'
22'
11'1'4"1'4"
4"14'11"15'4"14A
B
C
D
E
F
G
H
5 12
3X5(A1)
1.5X3
4X4
5X7
1.5X3
3X4(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -1.89 to 60 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.90BC: From 0 plf at -1.89 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 9.90TC: -23 lb Conc. Load at 1.44TC: 126 lb Conc. Load at 4.27
TC: 248 lb Conc. Load at 7.10BC: 12 lb Conc. Load at 1.44BC: 98 lb Conc. Load at 4.27BC: 177 lb Conc. Load at 7.10
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 351 /-/-/-/184 /-
E 355 /-/-/-/74 /-
D 56 /-/-/-/33 /-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 304 -584
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 581 -271
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 289 -622
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.039 F 999 240
VERT(CL):0.092 F 999 180
HORZ(LL):0.012 F - -
HORZ(TL):0.030 F - -
Creep Factor: 2.0
Max TC CSI:0.536
Max BC CSI:0.992
Max Web CSI:0.275
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:CJ10
Ply: 1
Qty:4
SEQN:205710 /HIP_
FROM: bh
Cust: R9616 JRef:1X7M96160012 T9
DrwNo:214.21.1416.21328
/NDW 08/02/2021
5'5"1
5'5"1
9'10"13
4'5"12
9'4"6
9'4"6
9'10"13
6"71'10"10
3"13 3'2"133'9"A
B
C
D
EF
3.54 12
3X4(A1)
1.5X3
4X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -1.89 to 60 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.90BC: From 0 plf at -1.89 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 9.90TC: -23 lb Conc. Load at 1.44TC: 126 lb Conc. Load at 4.27
TC: 248 lb Conc. Load at 7.10BC: 12 lb Conc. Load at 1.44BC: 98 lb Conc. Load at 4.27BC: 177 lb Conc. Load at 7.10
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 351 /-/-/-/184 /-
E 355 /-/-/-/74 /-
D 56 /-/-/-/33 /-
Wind reactions based on MWFRS
B Brg Width = 4.9 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 304 -584
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 581 -271
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 289 -622
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: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.039 F 999 240
VERT(CL):0.092 F 999 180
HORZ(LL):0.012 F - -
HORZ(TL):0.030 F - -
Creep Factor: 2.0
Max TC CSI:0.536
Max BC CSI:0.992
Max Web CSI:0.275
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:CJ10
Ply: 1
Qty:4
SEQN:205710 /HIP_
FROM: bh
Cust: R9616 JRef:1X7M96160012 T9
DrwNo:214.21.1416.21328
/NDW 08/02/2021
5'5"1
5'5"1
9'10"13
4'5"12
9'4"6
9'4"6
9'10"13
6"71'10"10
3"13 3'2"133'9"A
B
C
D
EF
3.54 12
3X4(A1)
1.5X3
4X4
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 378 /-/-/259 /282 /271
D 128 /-/-/72 /-/-
C 182 /-/-/106 /248 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.015 D - -
HORZ(TL):0.029 D - -
Creep Factor: 2.0
Max TC CSI:0.814
Max BC CSI:0.524
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J7
Ply: 1
Qty:10
SEQN:205705 /EJAC
FROM: bh
Cust: R9616 JRef:1X7M96160012 T8 /
DrwNo:214.21.1416.18042
/NDW 08/02/2021
7'
7'1'4"
4"1 3'3"13'8"14A
B
C
D
5 12
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 378 /-/-/259 /282 /271
D 128 /-/-/72 /-/-
C 182 /-/-/106 /248 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.015 D - -
HORZ(TL):0.029 D - -
Creep Factor: 2.0
Max TC CSI:0.814
Max BC CSI:0.524
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J7
Ply: 1
Qty:10
SEQN:205705 /EJAC
FROM: bh
Cust: R9616 JRef:1X7M96160012 T8 /
DrwNo:214.21.1416.18042
/NDW 08/02/2021
7'
7'1'4"
4"1 3'3"13'8"14A
B
C
D
5 12
3X4(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 300 /-/-/212 /276 /228
D 88 /-/-/48 /-/-
C 124 /-/-/71 /198 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.005 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.445
Max BC CSI:0.227
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J5
Ply: 1
Qty:8
SEQN:205706 /JACK
FROM: bh
Cust: R9616 JRef:1X7M96160012 T5 /
DrwNo:214.21.1416.19039
/NDW 08/02/2021
4'11"11
4'11"111'4"
4"1 2'4"152'10"12A
B
C
D
5 12
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 300 /-/-/212 /276 /228
D 88 /-/-/48 /-/-
C 124 /-/-/71 /198 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.005 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.445
Max BC CSI:0.227
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J5
Ply: 1
Qty:8
SEQN:205706 /JACK
FROM: bh
Cust: R9616 JRef:1X7M96160012 T5 /
DrwNo:214.21.1416.19039
/NDW 08/02/2021
4'11"11
4'11"111'4"
4"1 2'4"152'10"12A
B
C
D
5 12
3X4(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 230 /-/-/171 /374 /241
D 49 /-/-/27 /0 /-
C 63 /-/-/33 /160 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.298
Max BC CSI:0.063
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J3
Ply: 1
Qty:8
SEQN:205707 /JACK
FROM: bh
Cust: R9616 JRef:1X7M96160012 T6 /
DrwNo:214.21.1416.21316
/NDW 08/02/2021
2'11"11
2'11"111'4"
4"1 1'6"152'0"12A
B
C
D
5 12
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 230 /-/-/171 /374 /241
D 49 /-/-/27 /0 /-
C 63 /-/-/33 /160 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.298
Max BC CSI:0.063
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J3
Ply: 1
Qty:8
SEQN:205707 /JACK
FROM: bh
Cust: R9616 JRef:1X7M96160012 T6 /
DrwNo:214.21.1416.21316
/NDW 08/02/2021
2'11"11
2'11"111'4"
4"1 1'6"152'0"12A
B
C
D
5 12
3X4(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 206 /-/-/173 /447 /138
D 6 /-11 /-/52 /14 /-
C -/-35 /-/114 /42 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.293
Max BC CSI:0.035
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J1
Ply: 1
Qty:8
SEQN:205708 /JACK
FROM: bh
Cust: R9616 JRef:1X7M96160012 T7 /
DrwNo:214.21.1416.22370
/NDW 08/02/2021
11"11
11"111'4"
4"1 8"151'2"12A
B
C
D
5 12
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Loading
Bottom chord checked for 10.00 psf non-concurrentlive load.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 206 /-/-/173 /447 /138
D 6 /-11 /-/52 /14 /-
C -/-35 /-/114 /42 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 6.0 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.25
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
IBC 2018
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.293
Max BC CSI:0.035
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602
Marsh View Garage
Truss Label:J1
Ply: 1
Qty:8
SEQN:205708 /JACK
FROM: bh
Cust: R9616 JRef:1X7M96160012 T7 /
DrwNo:214.21.1416.22370
/NDW 08/02/2021
11"11
11"111'4"
4"1 8"151'2"12A
B
C
D
5 12
3X4(A1)
08/04/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430