1466 Marsh View RES21-0269 Roof and Floor Layout and Truss Approved2x42x42x4511.333.5"NOTECONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING ISNOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATEMANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTINGTRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICEREGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TOPREVENT TOPPLING AND DOMINOING DURING ERECTION; ANDPERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFICAPPLICATIONS. SEE "BRACING WOOD TRUSSES COMMENTARY ANDRECOMMENDATIONS" (HIB-91) FOR FURTHER INFORMATION.TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMBPOSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOPAND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIEDON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITHREASONABLE CARE DURING ERECTION TO PREVENT DAMAGE ORPERSONAL INJURY.WARNINGCONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMESTOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILTPITCHES, OVERHANGS, ELEVATIONS, & BEARING"APPROVAL OF THIS TRUSS LAYOUT IS NECESSARYBEFORE FABRICATION CAN BEGIN. VERIFY SPANS,APPROVED BY:IN ACCORDANCE WITH THIS LAYOUT"DATE:ATTENTIONDURATION FACTORWIND SPEEDLOADING CRITERIATOP CHORD LIVE LOADTOTAL LOADBOTTOM CHORD DEAD LOADTOP CHORD DEAD LOADp.s.f.m.p.h.p.s.f.p.s.f.p.s.f.BOTTOM CHORD LIVE LOADp.s.f.BUILDING EXPOSUREWIND LOAD TYPEBUILDING TYPECUSTOMERLOT/BLK/SUBDIVJOB NAMEDATE DRAWN BYJOB NUMBERSCALECUSTOMERLOT/BLK/SUBDIVJOB NAMEDATE DRAWN BYJOB NUMBERSCALEROOF FLOORBUILDING CODEWIND STANDARDIT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER ORARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSESTO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSSENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENTAND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACEMUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUTPRIOR TO FABRICATION.THIS COMPANY IS A TRUSS MANUFACTURER WHOSERESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMSANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTIONDESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION ANDBRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.WIND USAGE2010010401.25MWFRS w/C&C Reactio130ClosedD4010010601.00FBC 7th Ed. 2020 Res.ASCE 7-16Residential - CAT IIBuilders First SourceMarsh View Roof1466 Marsh View ,Atlantic Beach,FL,BH9602-28/10/20212'3'30'35'33'8"10'4"5'20'4"9'8"6'6"4'6"15'4"8'9'8"44'G1T1G2T2G3T4G1T5J1J3H1H2H3H4H5H5H4H7J1J3CJ7H6H8J1J3J1J3CJ7T3T6J5J5Depth of gable truss beto 5.5" less than T3 foroutlooker.Depth of gable trussbe to 5.5" less than T2for outlooker.SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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 CONTRACTDOCUMENTSSHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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 CONTRACTDOCUMENTSBy Mike Jones at 4:15 pm, Sep 01, 2021
NOTECONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING ISNOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATEMANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTINGTRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICEREGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TOPREVENT TOPPLING AND DOMINOING DURING ERECTION; ANDPERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFICAPPLICATIONS. SEE "BRACING WOOD TRUSSES COMMENTARY ANDRECOMMENDATIONS" (HIB-91) FOR FURTHER INFORMATION.TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMBPOSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOPAND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIEDON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITHREASONABLE CARE DURING ERECTION TO PREVENT DAMAGE ORPERSONAL INJURY.WARNINGCONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMESTOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILTPITCHES, OVERHANGS, ELEVATIONS, & BEARING"APPROVAL OF THIS TRUSS LAYOUT IS NECESSARYBEFORE FABRICATION CAN BEGIN. VERIFY SPANS,APPROVED BY:IN ACCORDANCE WITH THIS LAYOUT"DATE:ATTENTIONDURATION FACTORWIND SPEEDLOADING CRITERIATOP CHORD LIVE LOADTOTAL LOADBOTTOM CHORD DEAD LOADTOP CHORD DEAD LOADp.s.f.m.p.h.p.s.f.p.s.f.p.s.f.BOTTOM CHORD LIVE LOADp.s.f.BUILDING EXPOSUREWIND LOAD TYPEBUILDING TYPECUSTOMERLOT/BLK/SUBDIVJOB NAMEDATE DRAWN BYJOB NUMBERSCALECUSTOMERLOT/BLK/SUBDIVJOB NAMEDATE DRAWN BYJOB NUMBERSCALEROOF FLOORBUILDING CODEWIND STANDARDIT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER ORARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSESTO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSSENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENTAND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACEMUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUTPRIOR TO FABRICATION.THIS COMPANY IS A TRUSS MANUFACTURER WHOSERESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMSANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTIONDESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION ANDBRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.WIND USAGE2010010401.25MWFRS w/C&C Reactio140PartialB4010010601.00FBC 7th Ed. 2020 Res.ASCE 7-16Residential - CAT IIBuilders First SourceMarsh View Floor1466 Marsh View ,Atlantic Beach,FL,BH9602-18/10/20215'30'35'33'8"10'4"5'20'4"9'8"11'15'4"8'9'8"44'B1B2B3G1G2F1F2F3F4G3F5F6G4F7F8F9F10F104X21'4"3.5"(2)ply 16"lvl(2)ply 16"lvl(2)ply 16"lvlSHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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 CONTRACTDOCUMENTSSHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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 CONTRACTDOCUMENTSBy Toni Gindlesperger at 4:52 pm, Aug 24, 2021
Alpine, 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: 9602-2
Job Description: Marsh View Roof
Address: 1466 Marsh View , Atlantic Beach, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.01D
JRef #: 1X7T96160004
Wind Standard: ASCE 7-16 Wind Speed (mph): 130 Design Loading (psf): 40.00, 60.00
Building Type: Closed, Partial
This package contains general notes pages, 21 truss drawing(s) and 3 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 221.21.1327.04970 T6 2 221.21.1327.10210 H5
3 221.21.1327.14907 H4 4 221.21.1327.20067 H8
5 221.21.1327.23903 H3 6 221.21.1327.29340 H7
7 221.21.1327.34360 H2 8 221.21.1327.46973 H6
9 221.21.1328.03520 H1 10 221.21.1328.18617 T1
11 221.21.1328.31113 T5 12 221.21.1328.34757 G1
13 221.21.1328.38650 T3 14 221.21.1328.41450 G3
15 221.21.1328.44430 T2 16 221.21.1328.47750 G2
17 221.21.1328.51630 T4 18 221.21.1328.54257 J5
19 221.21.1328.56437 J3 20 221.21.1329.02127 J1
21 221.21.1329.08980 CJ7 22 A16030ENC160118
23 GBLLETIN0118 24 A16015ENC160118
Florida Certificate of Product Approval #FL1999 Printed 8/9/2021 1:29:18 PM
08/09/2021
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 LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
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
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
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
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
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
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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 Dense;
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 & 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 1805 /- /-/715 /498 /202
F 1805 /- /-/715 /498 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.8
F Brg Width = 5.5 Min Req =1.8
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 709 -3184
C - D 671 -2927
Chords Tens.Comp.
D - E 671 -2927
E - F 709 -3184
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 2880 -512
J - I 1942 -251
Chords Tens.Comp.
I - H 1942 -251
H - F 2880 -523
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 294 -424
J - D 1133 -159
Webs Tens.Comp.
D - H 1133 -159
H - E 294 -424
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:20.00
BCDL:10.00
Des Ld:60.00
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: 19.02 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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.188 J 999 240
VERT(CL):0.284 J 999 180
HORZ(LL):0.057 H - -
HORZ(TL):0.086 H - -
Creep Factor: 2.0
Max TC CSI:0.797
Max BC CSI:0.982
Max Web CSI:0.432
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T6
Ply: 1
Qty:8
SEQN:208001 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T13
DrwNo:221.21.1327.04970
/NDW 08/09/2021
28'
7'3"14
7'3"14
14'
6'8"2
20'8"2
6'8"2
28'
7'3"14
9'6"10
9'6"10
14'
4'5"6
18'5"6
4'5"6
28'
9'6"102'2'
4"16'2"16'11"4A
B
C
D
E
F
GHIJ
5 12
3X8(A1)
1.5X3
3X5
4X5
H0308 3X5
1.5X3
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: 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 Dense;
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 & 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 1805 /- /-/715 /498 /202
F 1805 /- /-/715 /498 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.8
F Brg Width = 5.5 Min Req =1.8
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 709 -3184
C - D 671 -2927
Chords Tens.Comp.
D - E 671 -2927
E - F 709 -3184
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 2880 -512
J - I 1942 -251
Chords Tens.Comp.
I - H 1942 -251
H - F 2880 -523
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 294 -424
J - D 1133 -159
Webs Tens.Comp.
D - H 1133 -159
H - E 294 -424
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:20.00
BCDL:10.00
Des Ld:60.00
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: 19.02 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:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.188 J 999 240
VERT(CL):0.284 J 999 180
HORZ(LL):0.057 H - -
HORZ(TL):0.086 H - -
Creep Factor: 2.0
Max TC CSI:0.797
Max BC CSI:0.982
Max Web CSI:0.432
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T6
Ply: 1
Qty:8
SEQN:208001 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T13
DrwNo:221.21.1327.04970
/NDW 08/09/2021
28'
7'3"14
7'3"14
14'
6'8"2
20'8"2
6'8"2
28'
7'3"14
9'6"10
9'6"10
14'
4'5"6
18'5"6
4'5"6
28'
9'6"102'2'
4"16'2"16'11"4A
B
C
D
E
F
GHIJ
5 12
3X8(A1)
1.5X3
3X5
4X5
H0308 3X5
1.5X3
3X8(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 1245 /- /-/721 /535 /191
G 1245 /- /-/721 /535 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
G Brg Width = 5.5 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 792 -2218
C - D 693 -1624
D - E 696 -1419
Chords Tens.Comp.
E - F 691 -1616
F - G 791 -2218
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 1982 -593
L - K 1978 -596K - J 1416 -365
Chords Tens.Comp.
J - I 1978 -606
I - G 1982 -604
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 255 -607
Webs Tens.Comp.
J - F 255 -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: D Kzt: NA
Mean Height: 18.82 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:
FBC 7th Ed. 2020 Res.
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):0.112 K 999 240
VERT(CL):0.219 K 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.085 I - -
Creep Factor: 2.0
Max TC CSI:0.417
Max BC CSI:0.573
Max Web CSI:0.519
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H5
Ply: 1
Qty:2
SEQN:207954 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T12
DrwNo:221.21.1327.10210
/NDW 08/09/2021
28'
6'11"10
6'11"10
13'
6'0"6
15'
2'
21'0"6
6'0"6
28'
6'11"10
6'9"14
6'9"14
12'8"8
5'10"10
15'1"12
2'5"4
21'2"2
6'0"6
28'
6'9"142'2'
4"15'9"16'6"4A
B
C
D E
F
G
HIJKL
5 12
3X6(A1)1.5X3
3X4
3X4
4X5 4X5
5X7
3X4
1.5X3 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: 2x4 SP #2;
Webs: 2x4 SP #3;
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 1245 /- /-/721 /535 /191
G 1245 /- /-/721 /535 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
G Brg Width = 5.5 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 792 -2218
C - D 693 -1624
D - E 696 -1419
Chords Tens.Comp.
E - F 691 -1616
F - G 791 -2218
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 1982 -593
L - K 1978 -596K - J 1416 -365
Chords Tens.Comp.
J - I 1978 -606
I - G 1982 -604
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 255 -607
Webs Tens.Comp.
J - F 255 -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: D Kzt: NA
Mean Height: 18.82 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:
FBC 7th Ed. 2020 Res.
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):0.112 K 999 240
VERT(CL):0.219 K 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.085 I - -
Creep Factor: 2.0
Max TC CSI:0.417
Max BC CSI:0.573
Max Web CSI:0.519
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H5
Ply: 1
Qty:2
SEQN:207954 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T12
DrwNo:221.21.1327.10210
/NDW 08/09/2021
28'
6'11"10
6'11"10
13'
6'0"6
15'
2'
21'0"6
6'0"6
28'
6'11"10
6'9"14
6'9"14
12'8"8
5'10"10
15'1"12
2'5"4
21'2"2
6'0"6
28'
6'9"142'2'
4"15'9"16'6"4A
B
C
D E
F
G
HIJKL
5 12
3X6(A1)1.5X3
3X4
3X4
4X5 4X5
5X7
3X4
1.5X3 3X6(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 1250 /- /-/730 /614 /149
G 1115 /- /-/618 /465 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
G Brg Width = 5.5 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 1016 -2257
C - D 973 -1833
D - E 954 -1635
Chords Tens.Comp.
E - F 967 -1831
F - G 1038 -2304
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2024 -880
K - J 2021 -883J - I 1628 -742
Chords Tens.Comp.
I - H 2069 -885
H - G 2072 -883
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 158 -420
J - D 387 -8
Webs Tens.Comp.
E - I 390 -28
I - F 190 -474
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: 18.40 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:
FBC 7th Ed. 2020 Res.
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):0.112 J 999 240
VERT(CL):0.222 J 999 180
HORZ(LL):0.044 H - -
HORZ(TL):0.086 H - -
Creep Factor: 2.0
Max TC CSI:0.458
Max BC CSI:0.576
Max Web CSI:0.284
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H4
Ply: 1
Qty:2
SEQN:207935 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T10
DrwNo:221.21.1327.14907
/NDW 08/09/2021
28'
5'11"10
5'11"10
11'
5'0"6
17'
6'
22'0"6
5'0"6
28'
5'11"10
5'9"14
5'9"14
10'8"8
4'10"10
17'1"12
6'5"4
22'2"2
5'0"6
28'
5'9"142'
4"14'11"15'8"4A
B
C
D E
F
G
HIJK
5 12
3X6(A1)1.5X3
3X4
3X4
4X6 4X6
5X6
3X4
1.5X3 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: 2x4 SP #2;
Webs: 2x4 SP #3;
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 1250 /- /-/730 /614 /149
G 1115 /- /-/618 /465 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
G Brg Width = 5.5 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 1016 -2257
C - D 973 -1833
D - E 954 -1635
Chords Tens.Comp.
E - F 967 -1831
F - G 1038 -2304
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2024 -880
K - J 2021 -883J - I 1628 -742
Chords Tens.Comp.
I - H 2069 -885
H - G 2072 -883
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 158 -420
J - D 387 -8
Webs Tens.Comp.
E - I 390 -28
I - F 190 -474
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: 18.40 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:
FBC 7th Ed. 2020 Res.
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):0.112 J 999 240
VERT(CL):0.222 J 999 180
HORZ(LL):0.044 H - -
HORZ(TL):0.086 H - -
Creep Factor: 2.0
Max TC CSI:0.458
Max BC CSI:0.576
Max Web CSI:0.284
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H4
Ply: 1
Qty:2
SEQN:207935 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T10
DrwNo:221.21.1327.14907
/NDW 08/09/2021
28'
5'11"10
5'11"10
11'
5'0"6
17'
6'
22'0"6
5'0"6
28'
5'11"10
5'9"14
5'9"14
10'8"8
4'10"10
17'1"12
6'5"4
22'2"2
5'0"6
28'
5'9"142'
4"14'11"15'8"4A
B
C
D E
F
G
HIJK
5 12
3X6(A1)1.5X3
3X4
3X4
4X6 4X6
5X6
3X4
1.5X3 3X6(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Hangers / Ties
(J) Hanger Support Required, by others
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 413 /- /-/271 /159 /128
K 1421 /- /-/715 /875 /-
H 635 /- /-/395 /247 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
K Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 514 -325
D - E 540 -333
Chords Tens.Comp.
F - G 437 -820
G - H 556 -1138
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
J - I 689 -255
Chords Tens.Comp.
I - H 1018 -451
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 287 -441D - K 357 -402
K - E 815 -1018
Webs Tens.Comp.
J - F 223 -507F - I 395 -7
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: 17.98 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:
FBC 7th Ed. 2020 Res.
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):0.027 I 999 240
VERT(CL):0.056 I 999 180
HORZ(LL):0.009 I - -
HORZ(TL):0.019 K - -
Creep Factor: 2.0
Max TC CSI:0.435
Max BC CSI:0.735
Max Web CSI:0.580
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H8
Ply: 1
Qty:1
SEQN:207991 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T17
DrwNo:221.21.1327.20067
/NDW 08/09/2021
9'10"12 18'1"4
4'9"14
4'9"14
9'
4'2"2
13'10"4
4'10"4
19'
5'1"12
23'2"2
4'2"2
28'
4'9"14
9'10"12
9'10"12
14'1"12
4'3"
19'3"8
5'1"12
28'
8'8"82'
4"14'1"14'10"4A
B
C
D E F
G
H
IJK
5 12
3X4(A1)
1.5X3
4X4
4X8
3X4
5X5
4X5
3X4
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;
Hangers / Ties
(J) Hanger Support Required, by others
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 413 /- /-/271 /159 /128
K 1421 /- /-/715 /875 /-
H 635 /- /-/395 /247 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
K Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 514 -325
D - E 540 -333
Chords Tens.Comp.
F - G 437 -820
G - H 556 -1138
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
J - I 689 -255
Chords Tens.Comp.
I - H 1018 -451
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 287 -441D - K 357 -402
K - E 815 -1018
Webs Tens.Comp.
J - F 223 -507F - I 395 -7
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: 17.98 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:
FBC 7th Ed. 2020 Res.
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):0.027 I 999 240
VERT(CL):0.056 I 999 180
HORZ(LL):0.009 I - -
HORZ(TL):0.019 K - -
Creep Factor: 2.0
Max TC CSI:0.435
Max BC CSI:0.735
Max Web CSI:0.580
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H8
Ply: 1
Qty:1
SEQN:207991 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T17
DrwNo:221.21.1327.20067
/NDW 08/09/2021
9'10"12 18'1"4
4'9"14
4'9"14
9'
4'2"2
13'10"4
4'10"4
19'
5'1"12
23'2"2
4'2"2
28'
4'9"14
9'10"12
9'10"12
14'1"12
4'3"
19'3"8
5'1"12
28'
8'8"82'
4"14'1"14'10"4A
B
C
D E F
G
H
IJK
5 12
3X4(A1)
1.5X3
4X4
4X8
3X4
5X5
4X5
3X4
1.5X3
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Hangers / Ties
(J) Hanger Support Required, by others
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 1251 /- /-/734 /694 /128
H 1114 /- /-/621 /548 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -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 1273 -2266
C - D 1197 -2015
D - E 1422 -2122
Chords Tens.Comp.
E - F 1422 -2122
F - G 1204 -2040
G - H 1299 -2320
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2041 -1122
K - J 1810 -987
Chords Tens.Comp.
J - I 1828 -970
I - H 2101 -1132
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - J 386 -381
Webs Tens.Comp.
E - J 445 -366
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: 17.98 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:
FBC 7th Ed. 2020 Res.
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):0.134 E 999 240
VERT(CL):0.264 E 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.088 I - -
Creep Factor: 2.0
Max TC CSI:0.543
Max BC CSI:0.771
Max Web CSI:0.285
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H3
Ply: 1
Qty:1
SEQN:207945 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T8
DrwNo:221.21.1327.23903
/NDW 08/09/2021
28'
4'9"14
4'9"14
9'
4'2"2
14'
5'
19'
5'
23'2"2
4'2"2
28'
4'9"14
8'8"8
8'8"8
14'
5'3"8
19'3"8
5'3"8
28'
8'8"82'
4"14'1"14'10"4A
B
C
D E F
G
H
IJK
5 12
3X6(A1)
1.5X3
3X4
4X5 1.5X3
5X6
4X5
3X4
1.5X3
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: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
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 1251 /- /-/734 /694 /128
H 1114 /- /-/621 /548 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
H Brg Width = -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 1273 -2266
C - D 1197 -2015
D - E 1422 -2122
Chords Tens.Comp.
E - F 1422 -2122
F - G 1204 -2040
G - H 1299 -2320
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2041 -1122
K - J 1810 -987
Chords Tens.Comp.
J - I 1828 -970
I - H 2101 -1132
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - J 386 -381
Webs Tens.Comp.
E - J 445 -366
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: 17.98 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:
FBC 7th Ed. 2020 Res.
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):0.134 E 999 240
VERT(CL):0.264 E 999 180
HORZ(LL):0.044 I - -
HORZ(TL):0.088 I - -
Creep Factor: 2.0
Max TC CSI:0.543
Max BC CSI:0.771
Max Web CSI:0.285
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H3
Ply: 1
Qty:1
SEQN:207945 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T8
DrwNo:221.21.1327.23903
/NDW 08/09/2021
28'
4'9"14
4'9"14
9'
4'2"2
14'
5'
19'
5'
23'2"2
4'2"2
28'
4'9"14
8'8"8
8'8"8
14'
5'3"8
19'3"8
5'3"8
28'
8'8"82'
4"14'1"14'10"4A
B
C
D E F
G
H
IJK
5 12
3X6(A1)
1.5X3
3X4
4X5 1.5X3
5X6
4X5
3X4
1.5X3
3X6(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Hangers / Ties
(J) Hanger Support Required, by others
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 470 /- /-/290 /212 /106
I 1311 /- /-/684 /873 /-
F 653 /- /-/390 /310 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
I Brg Width = 5.5 Min Req =1.5
F Brg Width = -Min Req =-
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 546 -361
D - E 506 -562
Chords Tens.Comp.
E - F 650 -1135
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 530 -366H - G 984 -518
Chords Tens.Comp.
G - F 993 -514
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 445 -720
I - D 1040 -1321
Webs Tens.Comp.
D - H 380 0
H - E 198 -479
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: 17.57 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:
FBC 7th Ed. 2020 Res.
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):0.033 G 999 240
VERT(CL):0.065 G 999 180
HORZ(LL):0.012 G - -
HORZ(TL):0.023 G - -
Creep Factor: 2.0
Max TC CSI:0.793
Max BC CSI:0.513
Max Web CSI:0.656
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H7
Ply: 1
Qty:1
SEQN:207950 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T16
DrwNo:221.21.1327.29340
/NDW 08/09/2021
9'10"12 18'1"4
7'
7'
13'10"4
6'10"4
21'
7'1"12
28'
7'
6'10"4
6'10"4
9'10"12
3'0"8
14'1"12
4'3"
21'1"12
7'
28'
6'10"42'
4"13'3"14'0"4A
B
C D E
F
GHIJ
5 12
3X4(A1)1.5X3
4X4
4X4
3X5
5X5
5X5
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;
Hangers / Ties
(J) Hanger Support Required, by others
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 470 /- /-/290 /212 /106
I 1311 /- /-/684 /873 /-
F 653 /- /-/390 /310 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
I Brg Width = 5.5 Min Req =1.5
F Brg Width = -Min Req =-
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 546 -361
D - E 506 -562
Chords Tens.Comp.
E - F 650 -1135
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 530 -366H - G 984 -518
Chords Tens.Comp.
G - F 993 -514
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 445 -720
I - D 1040 -1321
Webs Tens.Comp.
D - H 380 0
H - E 198 -479
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: 17.57 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:
FBC 7th Ed. 2020 Res.
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):0.033 G 999 240
VERT(CL):0.065 G 999 180
HORZ(LL):0.012 G - -
HORZ(TL):0.023 G - -
Creep Factor: 2.0
Max TC CSI:0.793
Max BC CSI:0.513
Max Web CSI:0.656
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H7
Ply: 1
Qty:1
SEQN:207950 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T16
DrwNo:221.21.1327.29340
/NDW 08/09/2021
9'10"12 18'1"4
7'
7'
13'10"4
6'10"4
21'
7'1"12
28'
7'
6'10"4
6'10"4
9'10"12
3'0"8
14'1"12
4'3"
21'1"12
7'
28'
6'10"42'
4"13'3"14'0"4A
B
C D E
F
GHIJ
5 12
3X4(A1)1.5X3
4X4
4X4
3X5
5X5
5X5
1.5X3 3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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; T2 2x4 SP #2 Dense;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
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 1278 /- /-/782 /346 /47
F 1137 /- /-/704 /288 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
F Brg Width = -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 628 -2317
C - D 861 -3027
Chords Tens.Comp.
D - E 861 -3027
E - F 647 -2358
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - I 2078 -525
I - H 2071 -529
Chords Tens.Comp.
H - G 2113 -533
G - F 2121 -529
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - H 1046 -282
D - H 288 -642
Webs Tens.Comp.
H - E 1019 -262
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: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: B Kzt: NA
Mean Height: 17.57 ft
TCDL: 4.8 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 15.4 Ce: 1.0
Lu: -Cs: 1.00
Snow Duration: 1.15
Building Code:
FBC 7th Ed. 2020 Res.
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):0.175 D 999 240
VERT(CL):0.374 D 888 180
HORZ(LL):0.046 G - -
HORZ(TL):0.093 G - -
Creep Factor: 2.0
Max TC CSI:0.895
Max BC CSI:0.718
Max Web CSI:0.433
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H2
Ply: 1
Qty:1
SEQN:207956 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T3
DrwNo:221.21.1327.34360
/NDW 08/09/2021
T2
28'
7'
7'
14'
7'
21'
7'
28'
7'
6'10"4
6'10"4
14'
7'1"12
21'1"12
7'1"12
28'
6'10"42'
4"13'3"14'0"4A
B
C D E
F
GHI
5 12
3X6(A1)1.5X3
5X6 1.5X3
5X10
5X6
1.5X3 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; T2 2x4 SP #2 Dense;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
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 1278 /- /-/782 /346 /47
F 1137 /- /-/704 /288 /-
Wind reactions based on C&C
B Brg Width = 5.5 Min Req =1.5
F Brg Width = -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 628 -2317
C - D 861 -3027
Chords Tens.Comp.
D - E 861 -3027
E - F 647 -2358
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - I 2078 -525
I - H 2071 -529
Chords Tens.Comp.
H - G 2113 -533
G - F 2121 -529
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - H 1046 -282
D - H 288 -642
Webs Tens.Comp.
H - E 1019 -262
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: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: B Kzt: NA
Mean Height: 17.57 ft
TCDL: 4.8 psf
BCDL: 6.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 15.4 Ce: 1.0
Lu: -Cs: 1.00
Snow Duration: 1.15
Building Code:
FBC 7th Ed. 2020 Res.
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):0.175 D 999 240
VERT(CL):0.374 D 888 180
HORZ(LL):0.046 G - -
HORZ(TL):0.093 G - -
Creep Factor: 2.0
Max TC CSI:0.895
Max BC CSI:0.718
Max Web CSI:0.433
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H2
Ply: 1
Qty:1
SEQN:207956 HIPS
FROM: bh
Cust: R9616 JRef:1X7T96160004 T3
DrwNo:221.21.1327.34360
/NDW 08/09/2021
T2
28'
7'
7'
14'
7'
21'
7'
28'
7'
6'10"4
6'10"4
14'
7'1"12
21'1"12
7'1"12
28'
6'10"42'
4"13'3"14'0"4A
B
C D E
F
GHI
5 12
3X6(A1)1.5X3
5X6 1.5X3
5X10
5X6
1.5X3 3X6(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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 -2.00 to 60 plf at 5.00TC: From 30 plf at 5.00 to 30 plf at 28.00BC: From 4 plf at -2.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 28.00TC: 188 lb Conc. Load at 5.03TC: 116 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06BC: 208 lb Conc. Load at 5.03BC: 86 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M 540 /- /- /-/191 /-
N 2421 /- /0 /-/703 /0
H 1145 /- /- /-/334 /-
Wind reactions based on MWFRS
M Brg Width = 3.5 Min Req =1.5
N Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearings M & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 448 -128
D - E 302 -1035
Chords Tens.Comp.
E - F 302 -1035
F - G 335 -1170
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 400 -111
Chords Tens.Comp.
J - I 1205 -360
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 194 -634K - D 303 -749
D - J 1447 -404
Webs Tens.Comp.
I - G 1213 -344G - H 179 -497
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: 17.15 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:
FBC 7th Ed. 2020 Res.
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):0.063 E 999 240
VERT(CL):0.125 E 999 180
HORZ(LL):-0.008 G - -
HORZ(TL):0.017 G - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.640
Max Web CSI:0.551
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H6
Ply: 2
Qty:1
SEQN:207996 HIPM
FROM: bh
Cust: R9616 JRef:1X7T96160004 T2
DrwNo:221.21.1327.46973
/NDW 08/09/2021
2 Complete Trusses Required
9'10"12 18'1"4
5'
5'
10'9"
5'9"
16'4"4
5'7"4
21'11"8
5'7"4
28'
6'0"8
4'10"4
4'10"4
10'5"8
5'7"4
16'4"4
5'10"12
22'3"
5'10"12
28'
5'9"2'
4"1 2'3"72'5"13'2"4A
B
C D E F G
HIJKLMN
5 12
3X4(A1)1.5X3
4X4
3X4
3X6 5X5
7X10
3X4
3X5
4X4
3X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.00 to 60 plf at 5.00TC: From 30 plf at 5.00 to 30 plf at 28.00BC: From 4 plf at -2.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 28.00TC: 188 lb Conc. Load at 5.03TC: 116 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06BC: 208 lb Conc. Load at 5.03BC: 86 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M 540 /- /- /-/191 /-
N 2421 /- /0 /-/703 /0
H 1145 /- /- /-/334 /-
Wind reactions based on MWFRS
M Brg Width = 3.5 Min Req =1.5
N Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearings M & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 448 -128
D - E 302 -1035
Chords Tens.Comp.
E - F 302 -1035
F - G 335 -1170
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 400 -111
Chords Tens.Comp.
J - I 1205 -360
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 194 -634K - D 303 -749
D - J 1447 -404
Webs Tens.Comp.
I - G 1213 -344G - H 179 -497
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: 17.15 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:
FBC 7th Ed. 2020 Res.
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):0.063 E 999 240
VERT(CL):0.125 E 999 180
HORZ(LL):-0.008 G - -
HORZ(TL):0.017 G - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.640
Max Web CSI:0.551
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H6
Ply: 2
Qty:1
SEQN:207996 HIPM
FROM: bh
Cust: R9616 JRef:1X7T96160004 T2
DrwNo:221.21.1327.46973
/NDW 08/09/2021
2 Complete Trusses Required
9'10"12 18'1"4
5'
5'
10'9"
5'9"
16'4"4
5'7"4
21'11"8
5'7"4
28'
6'0"8
4'10"4
4'10"4
10'5"8
5'7"4
16'4"4
5'10"12
22'3"
5'10"12
28'
5'9"2'
4"1 2'3"72'5"13'2"4A
B
C D E F G
HIJKLMN
5 12
3X4(A1)1.5X3
4X4
3X4
3X6 5X5
7X10
3X4
3X5
4X4
3X8
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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 -2.00 to 60 plf at 5.00TC: From 30 plf at 5.00 to 30 plf at 28.00BC: From 4 plf at -2.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 28.00TC: 188 lb Conc. Load at 5.03TC: 116 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06BC: 208 lb Conc. Load at 5.03BC: 86 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M 2078 /- /- /-/648 /-
H 1992 /- /- /-/580 /-
Wind reactions based on MWFRS
M Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 687 -2327
C - D 1004 -3449
D - E 1034 -3555
Chords Tens.Comp.
E - F 1034 -3555
F - G 700 -2428
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2143 -628
L - K 2130 -630
Chords Tens.Comp.
K - J 3497 -1031
J - I 2525 -743
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 1401 -397J - F 1088 -307
F - I 283 -646
Webs Tens.Comp.
I - G 2535 -728G - H 301 -916
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: 17.15 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:
FBC 7th Ed. 2020 Res.
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):0.285 E 999 240
VERT(CL):0.566 E 590 180
HORZ(LL):0.047 C - -
HORZ(TL):0.094 C - -
Creep Factor: 2.0
Max TC CSI:0.665
Max BC CSI:0.751
Max Web CSI:0.966
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H1
Ply: 2
Qty:1
SEQN:207976 HIPM
FROM: bh
Cust: R9616 JRef:1X7T96160004 T11
DrwNo:221.21.1328.03520
/NDW 08/09/2021
2 Complete Trusses Required
28'
5'
5'
10'9"
5'9"
16'4"4
5'7"4
21'11"8
5'7"4
27'7"
5'7"8
28'
5"
4'10"4
4'10"4
10'5"8
5'7"4
16'4"4
5'10"12
22'4"8
6'0"4
28'
5'7"82'
4"1 2'3"72'5"13'2"4A
B
C D E F G
HIJKLM
5 12
3X6(A1)1.5X3
4X8
3X6
3X4 5X5
7X8
3X5
4X10
4X10
3X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.00 to 60 plf at 5.00TC: From 30 plf at 5.00 to 30 plf at 28.00BC: From 4 plf at -2.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 28.00TC: 188 lb Conc. Load at 5.03TC: 116 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06BC: 208 lb Conc. Load at 5.03BC: 86 lb Conc. Load at 7.06, 9.06,11.06,13.0615.06,17.06,19.06,21.06,23.06,25.06,27.06
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flatTC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical exposed to wind pressure.
Deflection meets L/180.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M 2078 /- /- /-/648 /-
H 1992 /- /- /-/580 /-
Wind reactions based on MWFRS
M Brg Width = 5.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 687 -2327
C - D 1004 -3449
D - E 1034 -3555
Chords Tens.Comp.
E - F 1034 -3555
F - G 700 -2428
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2143 -628
L - K 2130 -630
Chords Tens.Comp.
K - J 3497 -1031
J - I 2525 -743
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 1401 -397J - F 1088 -307
F - I 283 -646
Webs Tens.Comp.
I - G 2535 -728G - H 301 -916
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: 17.15 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:
FBC 7th Ed. 2020 Res.
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):0.285 E 999 240
VERT(CL):0.566 E 590 180
HORZ(LL):0.047 C - -
HORZ(TL):0.094 C - -
Creep Factor: 2.0
Max TC CSI:0.665
Max BC CSI:0.751
Max Web CSI:0.966
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:H1
Ply: 2
Qty:1
SEQN:207976 HIPM
FROM: bh
Cust: R9616 JRef:1X7T96160004 T11
DrwNo:221.21.1328.03520
/NDW 08/09/2021
2 Complete Trusses Required
28'
5'
5'
10'9"
5'9"
16'4"4
5'7"4
21'11"8
5'7"4
27'7"
5'7"8
28'
5"
4'10"4
4'10"4
10'5"8
5'7"4
16'4"4
5'10"12
22'4"8
6'0"4
28'
5'7"82'
4"1 2'3"72'5"13'2"4A
B
C D E F G
HIJKLM
5 12
3X6(A1)1.5X3
4X8
3X6
3X4 5X5
7X8
3X5
4X10
4X10
3X8
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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 #1;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.75" 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 -2.00 to 60 plf at 13.00BC: From 4 plf at -2.00 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.13
BC: From 10 plf at 5.13 to 10 plf at 11.00BC: From 4 plf at 11.00 to 4 plf at 13.00BC: 1992 lb Conc. Load at 5.13BC: 1137 lb Conc. Load at 7.06BC: 1114 lb Conc. Load at 9.06
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 loadand to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
G 2205 /- /- /-/582 /-
D 3110 /- /- /-/749 /-
Wind reactions based on MWFRS
G Brg Width = 5.5 Min Req =1.5
D Brg Width = 5.5 Min Req =1.8
Bearings G & 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 570 -2449
Chords Tens.Comp.
C - D 568 -2437
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 2239 -513
Chords Tens.Comp.
F - D 2239 -513
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 1683 -341
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: 17.25 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:
FBC 7th Ed. 2020 Res.
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):0.048 F 999 240
VERT(CL):0.093 F 999 180
HORZ(LL):0.012 F - -
HORZ(TL):0.023 F - -
Creep Factor: 2.0
Max TC CSI:0.553
Max BC CSI:0.851
Max Web CSI:0.641
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T1
Ply: 2
Qty:1
SEQN:207978 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T22
DrwNo:221.21.1328.18617
/NDW 08/09/2021
2 Complete Trusses Required
11'
5'6"
5'6"
11'
5'6"
5'6"
5'6"
11'
5'6"2'2'
4"12'7"93'4"12A
B
C
D
EFG
5 12
3X6(A1)
4X4
3X10 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 #1;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.75" 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 -2.00 to 60 plf at 13.00BC: From 4 plf at -2.00 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.13
BC: From 10 plf at 5.13 to 10 plf at 11.00BC: From 4 plf at 11.00 to 4 plf at 13.00BC: 1992 lb Conc. Load at 5.13BC: 1137 lb Conc. Load at 7.06BC: 1114 lb Conc. Load at 9.06
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 loadand to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
G 2205 /- /- /-/582 /-
D 3110 /- /- /-/749 /-
Wind reactions based on MWFRS
G Brg Width = 5.5 Min Req =1.5
D Brg Width = 5.5 Min Req =1.8
Bearings G & 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 570 -2449
Chords Tens.Comp.
C - D 568 -2437
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 2239 -513
Chords Tens.Comp.
F - D 2239 -513
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 1683 -341
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: 17.25 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:
FBC 7th Ed. 2020 Res.
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):0.048 F 999 240
VERT(CL):0.093 F 999 180
HORZ(LL):0.012 F - -
HORZ(TL):0.023 F - -
Creep Factor: 2.0
Max TC CSI:0.553
Max BC CSI:0.851
Max Web CSI:0.641
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T1
Ply: 2
Qty:1
SEQN:207978 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T22
DrwNo:221.21.1328.18617
/NDW 08/09/2021
2 Complete Trusses Required
11'
5'6"
5'6"
11'
5'6"
5'6"
5'6"
11'
5'6"2'2'
4"12'7"93'4"12A
B
C
D
EFG
5 12
3X6(A1)
4X4
3X10 3X6(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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 @ 6.50" 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 -2.00 to 60 plf at 13.00BC: From 4 plf at -2.00 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.12
BC: From 10 plf at 5.12 to 10 plf at 11.00BC: From 4 plf at 11.00 to 4 plf at 13.00BC: 1145 lb Conc. Load at 5.12BC: 653 lb Conc. Load at 7.06BC: 635 lb Conc. Load at 9.06
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 loadand to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
G 1500 /- /- /-/452 /-
D 2005 /- /- /-/570 /-
Wind reactions based on MWFRS
G Brg Width = 5.5 Min Req =1.5
D Brg Width = 5.5 Min Req =1.5
Bearings G & 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 417 -1529
Chords Tens.Comp.
C - D 415 -1521
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 1389 -372
Chords Tens.Comp.
F - D 1389 -372
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 989 -225
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: 17.25 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:
FBC 7th Ed. 2020 Res.
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):0.031 F 999 240
VERT(CL):0.060 F 999 180
HORZ(LL):0.008 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.335
Max BC CSI:0.691
Max Web CSI:0.377
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T5
Ply: 2
Qty:1
SEQN:207997 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T15
DrwNo:221.21.1328.31113
/NDW 08/09/2021
2 Complete Trusses Required
11'
5'6"
5'6"
11'
5'6"
5'6"
5'6"
11'
5'6"2'2'
4"12'7"93'4"12A
B
C
D
EFG
5 12
3X4(A1)
4X4
3X8 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: 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 @ 6.50" 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 -2.00 to 60 plf at 13.00BC: From 4 plf at -2.00 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.12
BC: From 10 plf at 5.12 to 10 plf at 11.00BC: From 4 plf at 11.00 to 4 plf at 13.00BC: 1145 lb Conc. Load at 5.12BC: 653 lb Conc. Load at 7.06BC: 635 lb Conc. Load at 9.06
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 loadand to fit carrying/tie-in member depth and/or width.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
G 1500 /- /- /-/452 /-
D 2005 /- /- /-/570 /-
Wind reactions based on MWFRS
G Brg Width = 5.5 Min Req =1.5
D Brg Width = 5.5 Min Req =1.5
Bearings G & 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 417 -1529
Chords Tens.Comp.
C - D 415 -1521
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 1389 -372
Chords Tens.Comp.
F - D 1389 -372
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 989 -225
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: 17.25 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:
FBC 7th Ed. 2020 Res.
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):0.031 F 999 240
VERT(CL):0.060 F 999 180
HORZ(LL):0.008 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.335
Max BC CSI:0.691
Max Web CSI:0.377
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T5
Ply: 2
Qty:1
SEQN:207997 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T15
DrwNo:221.21.1328.31113
/NDW 08/09/2021
2 Complete Trusses Required
11'
5'6"
5'6"
11'
5'6"
5'6"
5'6"
11'
5'6"2'2'
4"12'7"93'4"12A
B
C
D
EFG
5 12
3X4(A1)
4X4
3X8 3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Plating Notes
All plates are 1.5X3 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
I*74 /- /-/35 /56 /4
Wind reactions based on C&C
I Brg Width = 132 Min Req =-
Bearing I 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: 17.41 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:
FBC 7th Ed. 2020 Res.
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):0.003 F 999 240
VERT(CL):0.006 F 999 180
HORZ(LL):-0.001 F - -
HORZ(TL):0.002 F - -
Creep Factor: 2.0
Max TC CSI:0.115
Max BC CSI:0.059
Max Web CSI:0.081
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:G1
Ply: 1
Qty:2
SEQN:207995 GABL
FROM: bh
Cust: R9616 JRef:1X7T96160004 T9
DrwNo:221.21.1328.34757
/NDW 08/09/2021
10'7"6
3'6"
2'
(TYP)
4"10
4"10
5'6"
5'1"6
10'7"6
5'1"6
11'
4"10
4"10
4"10
10'7"6
10'2"13
11'
4"102'1"9A
C
E
I
5 12
3X4(D1)
4X4
3X4(D1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Plating Notes
All plates are 1.5X3 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
I*74 /- /-/35 /56 /4
Wind reactions based on C&C
I Brg Width = 132 Min Req =-
Bearing I 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: 17.41 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:
FBC 7th Ed. 2020 Res.
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):0.003 F 999 240
VERT(CL):0.006 F 999 180
HORZ(LL):-0.001 F - -
HORZ(TL):0.002 F - -
Creep Factor: 2.0
Max TC CSI:0.115
Max BC CSI:0.059
Max Web CSI:0.081
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:G1
Ply: 1
Qty:2
SEQN:207995 GABL
FROM: bh
Cust: R9616 JRef:1X7T96160004 T9
DrwNo:221.21.1328.34757
/NDW 08/09/2021
10'7"6
3'6"
2'
(TYP)
4"10
4"10
5'6"
5'1"6
10'7"6
5'1"6
11'
4"10
4"10
4"10
10'7"6
10'2"13
11'
4"102'1"9A
C
E
I
5 12
3X4(D1)
4X4
3X4(D1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 445 /- /-/305 /593 /93
D 445 /- /-/190 /593 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 3.5 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.007 999 240
VERT(CL):0.018 999 180
HORZ(LL):-0.003 - -
HORZ(TL):0.008 - -
Creep Factor: 2.0
Max TC CSI:0.587
Max BC CSI:0.369
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T3
Ply: 1
Qty:2
SEQN:207948 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T5
DrwNo:221.21.1328.38650
/NDW 08/09/2021
8'
4'
4'
8'
4'
8'
8'2'2'
4"12'0"12'9"4A
B
C
D
E
5 12
3X4(A1)
3X4
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;
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 445 /- /-/305 /593 /93
D 445 /- /-/190 /593 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 3.5 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.007 999 240
VERT(CL):0.018 999 180
HORZ(LL):-0.003 - -
HORZ(TL):0.008 - -
Creep Factor: 2.0
Max TC CSI:0.587
Max BC CSI:0.369
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T3
Ply: 1
Qty:2
SEQN:207948 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T5
DrwNo:221.21.1328.38650
/NDW 08/09/2021
8'
4'
4'
8'
4'
8'
8'2'2'
4"12'0"12'9"4A
B
C
D
E
5 12
3X4(A1)
3X4
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Plating Notes
All plates are 1.5X3 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
F*111 /- /-/51 /138 /12
Wind reactions based on C&C
F Brg Width = 96.0 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.001 H 999 240
VERT(CL):-0.002 J 999 180
HORZ(LL):-0.001 H - -
HORZ(TL):0.001 H - -
Creep Factor: 2.0
Max TC CSI:0.587
Max BC CSI:0.133
Max Web CSI:0.056
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:G3
Ply: 1
Qty:1
SEQN:207941 GABL
FROM: bh
Cust: R9616 JRef:1X7T96160004 T6
DrwNo:221.21.1328.41450
/NDW 08/09/2021
8'
2'
(TYP)
4'
4'
8'
4'
8'
8'2'2'
4"12'0"12'9"4A
B
D
F
G
5 12
3X4(A1)
4X4
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;
Plating Notes
All plates are 1.5X3 except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
F*111 /- /-/51 /138 /12
Wind reactions based on C&C
F Brg Width = 96.0 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.001 H 999 240
VERT(CL):-0.002 J 999 180
HORZ(LL):-0.001 H - -
HORZ(TL):0.001 H - -
Creep Factor: 2.0
Max TC CSI:0.587
Max BC CSI:0.133
Max Web CSI:0.056
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:G3
Ply: 1
Qty:1
SEQN:207941 GABL
FROM: bh
Cust: R9616 JRef:1X7T96160004 T6
DrwNo:221.21.1328.41450
/NDW 08/09/2021
8'
2'
(TYP)
4'
4'
8'
4'
8'
8'2'2'
4"12'0"12'9"4A
B
D
F
G
5 12
3X4(A1)
4X4
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 262 /- /-/188 /435 /57
D 262 /- /-/109 /435 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 3.5 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.001 999 240
VERT(CL):0.003 999 180
HORZ(LL):0.001 - -
HORZ(TL):0.001 - -
Creep Factor: 2.0
Max TC CSI:0.304
Max BC CSI:0.100
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T2
Ply: 1
Qty:1
SEQN:207951 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T1
DrwNo:221.21.1328.44430
/NDW 08/09/2021
4'6"
2'3"
2'3"
4'6"
2'3"
4'6"
4'6"1'4"1'4"
4"11'3"51'9"2A
B
C
D
E
5 12
3X4(A1)
3X4
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;
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 262 /- /-/188 /435 /57
D 262 /- /-/109 /435 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
D Brg Width = 3.5 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.001 999 240
VERT(CL):0.003 999 180
HORZ(LL):0.001 - -
HORZ(TL):0.001 - -
Creep Factor: 2.0
Max TC CSI:0.304
Max BC CSI:0.100
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T2
Ply: 1
Qty:1
SEQN:207951 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T1
DrwNo:221.21.1328.44430
/NDW 08/09/2021
4'6"
2'3"
2'3"
4'6"
2'3"
4'6"
4'6"1'4"1'4"
4"11'3"51'9"2A
B
C
D
E
5 12
3X4(A1)
3X4
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Plating Notes
All plates are 3X4(A1) except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
D*117 /- /-/53 /184 /13
Wind reactions based on C&C
D Brg Width = 54.0 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.001 F 999 240
VERT(CL):0.001 F 999 180
HORZ(LL):-0.000 F - -
HORZ(TL):0.001 F - -
Creep Factor: 2.0
Max TC CSI:0.296
Max BC CSI:0.043
Max Web CSI:0.028
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:G2
Ply: 1
Qty:1
SEQN:207960 GABL
FROM: bh
Cust: R9616 JRef:1X7T96160004 T4
DrwNo:221.21.1328.47750
/NDW 08/09/2021
4'6"
2'3"
2'3"
4'6"
2'3"
4'6"
4'6"1'4"1'4"
4"11'3"51'9"2A
B
C
D
E
5 12 4X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Plating Notes
All plates are 3X4(A1) except as noted.
Wind
Wind loads based on MWFRS with additional C&Cmember design & reactions.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A16015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
D*117 /- /-/53 /184 /13
Wind reactions based on C&C
D Brg Width = 54.0 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: 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:
FBC 7th Ed. 2020 Res.
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):0.001 F 999 240
VERT(CL):0.001 F 999 180
HORZ(LL):-0.000 F - -
HORZ(TL):0.001 F - -
Creep Factor: 2.0
Max TC CSI:0.296
Max BC CSI:0.043
Max Web CSI:0.028
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:G2
Ply: 1
Qty:1
SEQN:207960 GABL
FROM: bh
Cust: R9616 JRef:1X7T96160004 T4
DrwNo:221.21.1328.47750
/NDW 08/09/2021
4'6"
2'3"
2'3"
4'6"
2'3"
4'6"
4'6"1'4"1'4"
4"11'3"51'9"2A
B
C
D
E
5 12 4X4
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;Rt Slider: 2x6 SP #2; block length = 1.500'
Wind
Wind loads based on MWFRS with additional C&C
member 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 419 /- /-/286 /634 /177
E 239 /- /-/130 /266 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
E Brg Width = -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:
FBC 7th Ed. 2020 Res.
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):0.004 F 999 240
VERT(CL):0.006 F 999 180
HORZ(LL):0.002 D - -
HORZ(TL):0.003 F - -
Creep Factor: 2.0
Max TC CSI:0.641
Max BC CSI:0.125
Max Web CSI:0.069
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T4
Ply: 1
Qty:1
SEQN:207938 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T7
DrwNo:221.21.1328.51630
/NDW 08/09/2021
6'8"
4'
4'
6'8"
2'8"
4'
4'
6'8"
2'8"2'
4"1
10"112'0"12'9"4A
B
C
D
E
F
5 12
3X4(A1)
4X4
1.5X3
3X4
3X8(E5)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;Rt Slider: 2x6 SP #2; block length = 1.500'
Wind
Wind loads based on MWFRS with additional C&C
member 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 419 /- /-/286 /634 /177
E 239 /- /-/130 /266 /-
Wind reactions based on C&C
B Brg Width = 3.5 Min Req =1.5
E Brg Width = -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:
FBC 7th Ed. 2020 Res.
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):0.004 F 999 240
VERT(CL):0.006 F 999 180
HORZ(LL):0.002 D - -
HORZ(TL):0.003 F - -
Creep Factor: 2.0
Max TC CSI:0.641
Max BC CSI:0.125
Max Web CSI:0.069
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:T4
Ply: 1
Qty:1
SEQN:207938 COMN
FROM: bh
Cust: R9616 JRef:1X7T96160004 T7
DrwNo:221.21.1328.51630
/NDW 08/09/2021
6'8"
4'
4'
6'8"
2'8"
4'
4'
6'8"
2'8"2'
4"1
10"112'0"12'9"4A
B
C
D
E
F
5 12
3X4(A1)
4X4
1.5X3
3X4
3X8(E5)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 360 /- /-/262 /368 /258
D 86 /- /-/47 /- /-
C 116 /- /-/62 /195 /-
Wind reactions based on C&C
B Brg Width = 5.5 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: 17.15 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:
FBC 7th Ed. 2020 Res.
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):0.003 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.470
Max BC CSI:0.216
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:J5
Ply: 1
Qty:24
SEQN:207929 EJAC
FROM: bh
Cust: R9616 JRef:1X7T96160004 T25
DrwNo:221.21.1328.54257
/NDW 08/09/2021
5'
5'2'
4"1 2'5"13'2"4A
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;
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 360 /- /-/262 /368 /258
D 86 /- /-/47 /- /-
C 116 /- /-/62 /195 /-
Wind reactions based on C&C
B Brg Width = 5.5 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: 17.15 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:
FBC 7th Ed. 2020 Res.
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):0.003 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.470
Max BC CSI:0.216
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:J5
Ply: 1
Qty:24
SEQN:207929 EJAC
FROM: bh
Cust: R9616 JRef:1X7T96160004 T25
DrwNo:221.21.1328.54257
/NDW 08/09/2021
5'
5'2'
4"1 2'5"13'2"4A
B
C
D
5 12
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 /- /-/231 /365 /216
D 45 /- /-/40 /2 /-
C 48 /- /-/26 /126 /-
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: 16.73 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:
FBC 7th Ed. 2020 Res.
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):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.468
Max BC CSI:0.115
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:J3
Ply: 1
Qty:4
SEQN:207942 JACK
FROM: bh
Cust: R9616 JRef:1X7T96160004 T26
DrwNo:221.21.1328.56437
/NDW 08/09/2021
2'11"11
2'11"112'
4"1 1'6"152'4"2A
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;
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 /- /-/231 /365 /216
D 45 /- /-/40 /2 /-
C 48 /- /-/26 /126 /-
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: 16.73 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:
FBC 7th Ed. 2020 Res.
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):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.468
Max BC CSI:0.115
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:J3
Ply: 1
Qty:4
SEQN:207942 JACK
FROM: bh
Cust: R9616 JRef:1X7T96160004 T26
DrwNo:221.21.1328.56437
/NDW 08/09/2021
2'11"11
2'11"112'
4"1 1'6"152'4"2A
B
C
D
5 12
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
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 340 /- /-/294 /810 /186
D -/-38 /-/130 /37 /-
C -/-98 /-/293 /98 /-
Wind reactions based on C&C
B Brg Width = 5.5 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: 16.31 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:
FBC 7th Ed. 2020 Res.
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):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.709
Max BC CSI:0.083
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:J1
Ply: 1
Qty:4
SEQN:207933 JACK
FROM: bh
Cust: R9616 JRef:1X7T96160004 T24
DrwNo:221.21.1329.02127
/NDW 08/09/2021
11"11
11"112'
4"1 8"151'6"2A
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;
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 340 /- /-/294 /810 /186
D -/-38 /-/130 /37 /-
C -/-98 /-/293 /98 /-
Wind reactions based on C&C
B Brg Width = 5.5 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: 16.31 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:
FBC 7th Ed. 2020 Res.
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):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.709
Max BC CSI:0.083
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:J1
Ply: 1
Qty:4
SEQN:207933 JACK
FROM: bh
Cust: R9616 JRef:1X7T96160004 T24
DrwNo:221.21.1329.02127
/NDW 08/09/2021
11"11
11"112'
4"1 8"151'6"2A
B
C
D
5 12
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -2.83 to 60 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 7.07
BC: From 0 plf at -2.83 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -71 lb Conc. Load at 1.44TC: 96 lb Conc. Load at 4.27BC: -9 lb Conc. Load at 1.44
BC: 89 lb Conc. Load at 4.27
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 299 /- /- /-/297 /-
D 121 /- /- /-/25 /-
C 71 /- /- /-/53 /-
Wind reactions based on MWFRS
B Brg Width = 7.8 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: 17.13 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:
FBC 7th Ed. 2020 Res.
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):NA
VERT(CL):NA
HORZ(LL):-0.020 D - -
HORZ(TL):0.021 D - -
Creep Factor: 2.0
Max TC CSI:0.437
Max BC CSI:0.454
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:CJ7
Ply: 1
Qty:2
SEQN:207975 HIP_
FROM: bh
Cust: R9616 JRef:1X7T96160004 T14
DrwNo:221.21.1329.08980
/NDW 08/09/2021
7'0"14
7'0"142'9"15
3"13 2'4"133'2"6A
B
C
D
3.54 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -2.83 to 60 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 7.07
BC: From 0 plf at -2.83 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -71 lb Conc. Load at 1.44TC: 96 lb Conc. Load at 4.27BC: -9 lb Conc. Load at 1.44
BC: 89 lb Conc. Load at 4.27
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 299 /- /- /-/297 /-
D 121 /- /- /-/25 /-
C 71 /- /- /-/53 /-
Wind reactions based on MWFRS
B Brg Width = 7.8 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: 17.13 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:
FBC 7th Ed. 2020 Res.
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):NA
VERT(CL):NA
HORZ(LL):-0.020 D - -
HORZ(TL):0.021 D - -
Creep Factor: 2.0
Max TC CSI:0.437
Max BC CSI:0.454
Max Web CSI:0.000
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-2
Marsh View Roof
Truss Label:CJ7
Ply: 1
Qty:2
SEQN:207975 HIP_
FROM: bh
Cust: R9616 JRef:1X7T96160004 T14
DrwNo:221.21.1329.08980
/NDW 08/09/2021
7'0"14
7'0"142'9"15
3"13 2'4"133'2"6A
B
C
D
3.54 12
3X4(A1)
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
514 Earth City Expressway
Suite 242
Earth City, MO 63045
08/09/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
514 Earth City Expressway
Suite 242
Earth City, MO 63045
08/09/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
514 Earth City Expressway
Suite 242
Earth City, MO 63045
08/09/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
Alpine, 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: 9602-1
Job Description: Marsh View Floor
Address: 1466 Marsh View , Atlantic Beach, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.01D
JRef #: 1X7T96160005
Wind Standard: ASCE716 Wind Speed (mph): 0 Design Loading (psf): 60.00
Building Type:
This package contains general notes pages, 14 truss drawing(s) and 1 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 221.21.1312.11100 F6 2 221.21.1313.14297 F5
3 221.21.1313.20097 G3 4 221.21.1313.25677 F7
5 221.21.1313.30323 G4 6 221.21.1313.36857 F8
7 221.21.1313.43443 F1 8 221.21.1313.46433 G1
9 221.21.1313.51873 F2 10 221.21.1313.59387 F4
11 221.21.1314.05227 G2 12 221.21.1314.10203 F3
13 221.21.1314.15030 F9 14 221.21.1314.23687 F10
15 STRBRIBR1014
Florida Certificate of Product Approval #FL1999 Printed 8/9/2021 1:14:27 PM
08/09/2021
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 LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
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
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
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
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
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
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2 Dense;Bot chord: 4x2 SP #2 Dense;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
V 730 /- /- /- /- /-
K 727 /- /- /- /- /-
V Brg Width = 5.5 Min Req =1.5
K Brg Width = 1.5 Min Req =1.5
Bearings V & K 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 -1299
C - D 0 -2194
D - E 0 -2194
E - F 0 -2618
Chords Tens.Comp.
F - G 0 -2692
G - H 0 -2476
H - I 0 -1828
I - J 0 -770
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 743 0
U - T 1815 0T - S 2496 0
S - R 2693 0
R - Q 2692 0
Chords Tens.Comp.
Q - P 2688 0
P - O 2250 0O - N 2250 0
N - M 1395 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
V - B 0 -1011
B - U 772 0
U - C 0 -718
C - T 516 0
T - E 0 -410
G - P 0 -402
Webs Tens.Comp.
H - N 0 -574
N - I 602 0
I - M 0 -869
M - J 959 0
J - K 7 -849
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.174 F 999 360
VERT(CL):0.261 F 831 240
HORZ(LL):0.032 B - -
HORZ(TL):0.048 B - -
Creep Factor: 2.0
Max TC CSI:0.371
Max BC CSI:0.761
Max Web CSI:0.457
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F6
Ply: 1
Qty:20
SEQN:208055 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T7
DrwNo:221.21.1312.11100
/NDW 08/09/2021
3"8
18'4"
3"2'6"
(TYP)
1'3"12 1'3"12 2'6"12 2'6"12 3"
9'3"
9'3"
10'4"
1'1"
18'4"
8'1'4"5"8
10"8
+
A B C D E F G H I J
K
LMNOPQRSTUV
1.5X3
3X5
3X5
3X5
3X3
3X5
3X3
3X3
3X3 3X3
3X3
3X4
3X4
3X4
4X5
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2 Dense;Bot chord: 4x2 SP #2 Dense;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
V 730 /- /- /- /- /-
K 727 /- /- /- /- /-
V Brg Width = 5.5 Min Req =1.5
K Brg Width = 1.5 Min Req =1.5
Bearings V & K 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 -1299
C - D 0 -2194
D - E 0 -2194
E - F 0 -2618
Chords Tens.Comp.
F - G 0 -2692
G - H 0 -2476
H - I 0 -1828
I - J 0 -770
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
V - U 743 0
U - T 1815 0T - S 2496 0
S - R 2693 0
R - Q 2692 0
Chords Tens.Comp.
Q - P 2688 0
P - O 2250 0O - N 2250 0
N - M 1395 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
V - B 0 -1011
B - U 772 0
U - C 0 -718
C - T 516 0
T - E 0 -410
G - P 0 -402
Webs Tens.Comp.
H - N 0 -574
N - I 602 0
I - M 0 -869
M - J 959 0
J - K 7 -849
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.174 F 999 360
VERT(CL):0.261 F 831 240
HORZ(LL):0.032 B - -
HORZ(TL):0.048 B - -
Creep Factor: 2.0
Max TC CSI:0.371
Max BC CSI:0.761
Max Web CSI:0.457
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F6
Ply: 1
Qty:20
SEQN:208055 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T7
DrwNo:221.21.1312.11100
/NDW 08/09/2021
3"8
18'4"
3"2'6"
(TYP)
1'3"12 1'3"12 2'6"12 2'6"12 3"
9'3"
9'3"
10'4"
1'1"
18'4"
8'1'4"5"8
10"8
+
A B C D E F G H I J
K
LMNOPQRSTUV
1.5X3
3X5
3X5
3X5
3X3
3X5
3X3
3X3
3X3 3X3
3X3
3X4
3X4
3X4
4X5
4X6
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2 Dense;Bot chord: 4x2 SP #2 Dense;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X5 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
U 708 /- /- /- /- /-
N 704 /- /- /- /- /-
U Brg Width = 5.5 Min Req =1.5
N Brg Width = 1.7 Min Req =1.5
Bearings U & N 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 -1251
C - D 0 -2104
D - E 0 -2104
E - F 0 -2511
F - G 0 -2517
Chords Tens.Comp.
G - H 0 -2511
H - I 0 -2113
I - J 0 -2113
J - K 0 -1274
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
U - T 719 0T - S 1744 0
S - R 2356 0
R - Q 2517 0
Chords Tens.Comp.
Q - P 2362 0P - O 1760 0
O - N 731 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
U - B 0 -978
B - T 740 0
T - C 0 -685
C - S 490 0
E - R 403 -23
Webs Tens.Comp.
Q - H 397 -29
P - J 480 0
J - O 0 -675
O - K 755 0
K - N 0 -994
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.149 G 999 360
VERT(CL):0.209 G 999 240
HORZ(LL):0.029 N - -
HORZ(TL):0.043 N - -
Creep Factor: 2.0
Max TC CSI:0.496
Max BC CSI:0.647
Max Web CSI:0.360
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F5
Ply: 1
Qty:4
SEQN:208056 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T3
DrwNo:221.21.1313.14297
/NDW 08/09/2021
3"8
17'10"4
3"
1'3"
2'6"1'3"12
(TYP)2'6"1'3"
3"
8'
8'
9'10"4
1'10"4
17'10"4
8'1'4"+
A B C D E F G H I J K L
NOPQRSTU
1.5X31.5X3 3X3 1.5X3 3X3
3X3
1.5X3 1.5X3
3X3
3X3 1.5X3 3X3 1.5X31.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2 Dense;Bot chord: 4x2 SP #2 Dense;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X5 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
U 708 /- /- /- /- /-
N 704 /- /- /- /- /-
U Brg Width = 5.5 Min Req =1.5
N Brg Width = 1.7 Min Req =1.5
Bearings U & N 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 -1251
C - D 0 -2104
D - E 0 -2104
E - F 0 -2511
F - G 0 -2517
Chords Tens.Comp.
G - H 0 -2511
H - I 0 -2113
I - J 0 -2113
J - K 0 -1274
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
U - T 719 0T - S 1744 0
S - R 2356 0
R - Q 2517 0
Chords Tens.Comp.
Q - P 2362 0P - O 1760 0
O - N 731 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
U - B 0 -978
B - T 740 0
T - C 0 -685
C - S 490 0
E - R 403 -23
Webs Tens.Comp.
Q - H 397 -29
P - J 480 0
J - O 0 -675
O - K 755 0
K - N 0 -994
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.149 G 999 360
VERT(CL):0.209 G 999 240
HORZ(LL):0.029 N - -
HORZ(TL):0.043 N - -
Creep Factor: 2.0
Max TC CSI:0.496
Max BC CSI:0.647
Max Web CSI:0.360
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F5
Ply: 1
Qty:4
SEQN:208056 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T3
DrwNo:221.21.1313.14297
/NDW 08/09/2021
3"8
17'10"4
3"
1'3"
2'6"1'3"12
(TYP)2'6"1'3"
3"
8'
8'
9'10"4
1'10"4
17'10"4
8'1'4"+
A B C D E F G H I J K L
NOPQRSTU
1.5X31.5X3 3X3 1.5X3 3X3
3X3
1.5X3 1.5X3
3X3
3X3 1.5X3 3X3 1.5X31.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2 Dense;Bot chord: 4x2 SP #2 Dense;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
Q*79 /- /- /- /- /-
Q Brg Width = 214 Min Req =-
Bearing AE is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):0.000 O - -
HORZ(TL):0.000 O - -
Creep Factor: 2.0
Max TC CSI:0.048
Max BC CSI:0.010
Max Web CSI:0.021
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G3
Ply: 1
Qty:1
SEQN:208057 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T4
DrwNo:221.21.1313.20097
/NDW 08/09/2021
3"8
17'10"4
9"10
1'4"
(TYP)1'4"A O
QAE
1.5X3
2X3 2X3
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2 Dense;Bot chord: 4x2 SP #2 Dense;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
Q*79 /- /- /- /- /-
Q Brg Width = 214 Min Req =-
Bearing AE is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):0.000 O - -
HORZ(TL):0.000 O - -
Creep Factor: 2.0
Max TC CSI:0.048
Max BC CSI:0.010
Max Web CSI:0.021
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G3
Ply: 1
Qty:1
SEQN:208057 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T4
DrwNo:221.21.1313.20097
/NDW 08/09/2021
3"8
17'10"4
9"10
1'4"
(TYP)1'4"A O
QAE
1.5X3
2X3 2X3
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
O 479 /- /- /- /- /-
J 476 /- /- /- /- /-
O Brg Width = 5.5 Min Req =1.5
J Brg Width = 1.8 Min Req =1.5
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -769
C - D 0 -1136
D - E 0 -1140
Chords Tens.Comp.
E - F 0 -1136
F - G 0 -782
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 473 0
N - M 1025 0
M - L 1140 0
Chords Tens.Comp.
L - K 1032 0
K - J 480 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -643B - N 412 0
Webs Tens.Comp.
K - G 421 0G - J 0 -652
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 E 999 360
VERT(CL):0.063 E 999 240
HORZ(LL):0.010 J - -
HORZ(TL):0.016 B - -
Creep Factor: 2.0
Max TC CSI:0.254
Max BC CSI:0.347
Max Web CSI:0.200
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F7
Ply: 1
Qty:4
SEQN:208058 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T20
DrwNo:221.21.1313.25677
/NDW 08/09/2021
3"8
12'1"12
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
6'9"4
1'4"12
12'1"12
5'4"8
1'4"+
A B C D E F G H
JKLMNO
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3 1.5X3
3X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
O 479 /- /- /- /- /-
J 476 /- /- /- /- /-
O Brg Width = 5.5 Min Req =1.5
J Brg Width = 1.8 Min Req =1.5
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -769
C - D 0 -1136
D - E 0 -1140
Chords Tens.Comp.
E - F 0 -1136
F - G 0 -782
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 473 0
N - M 1025 0
M - L 1140 0
Chords Tens.Comp.
L - K 1032 0
K - J 480 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -643B - N 412 0
Webs Tens.Comp.
K - G 421 0G - J 0 -652
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 E 999 360
VERT(CL):0.063 E 999 240
HORZ(LL):0.010 J - -
HORZ(TL):0.016 B - -
Creep Factor: 2.0
Max TC CSI:0.254
Max BC CSI:0.347
Max Web CSI:0.200
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F7
Ply: 1
Qty:4
SEQN:208058 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T20
DrwNo:221.21.1313.25677
/NDW 08/09/2021
3"8
12'1"12
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
6'9"4
1'4"12
12'1"12
5'4"8
1'4"+
A B C D E F G H
JKLMNO
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3 1.5X3
3X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M*79 /- /- /- /- /-
M Brg Width = 145 Min Req =-
Bearing W is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 I 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.053
Max BC CSI:0.011
Max Web CSI:0.021
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G4
Ply: 1
Qty:1
SEQN:208059 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T21
DrwNo:221.21.1313.30323
/NDW 08/09/2021
3"8
12'1"12
7"6
1'4"
(TYP)1'4"A K
MW
1.5X3
2X3 2X3
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M*79 /- /- /- /- /-
M Brg Width = 145 Min Req =-
Bearing W is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 I 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.053
Max BC CSI:0.011
Max Web CSI:0.021
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G4
Ply: 1
Qty:1
SEQN:208059 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T21
DrwNo:221.21.1313.30323
/NDW 08/09/2021
3"8
12'1"12
7"6
1'4"
(TYP)1'4"A K
MW
1.5X3
2X3 2X3
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 452 /- /- /- /- /-
H 448 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
Bearings N & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -715
C - D 0 -990
D - E 0 -993
Chords Tens.Comp.
E - F 0 -985
F - G 0 -433
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 444 0
M - L 935 0
Chords Tens.Comp.
L - K 993 0
K - J 772 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -604
B - M 377 0F - J 0 -472
Webs Tens.Comp.
J - G 520 0
G - H 14 -630
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.050 D 999 360
VERT(CL):0.088 D 999 240
HORZ(LL):0.012 B - -
HORZ(TL):0.022 B - -
Creep Factor: 2.0
Max TC CSI:0.475
Max BC CSI:0.420
Max Web CSI:0.248
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F8
Ply: 1
Qty:4
SEQN:208060 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T17
DrwNo:221.21.1313.36857
/NDW 08/09/2021
3"8
11'4"8
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
7'3"
1'10"8
11'4"8
4'1"8
1'4"5"8
10"8
A B C D E F G
H
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3 1.5X3
3X3
3X3
3X3
3X5
1.5X31.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 452 /- /- /- /- /-
H 448 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
Bearings N & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -715
C - D 0 -990
D - E 0 -993
Chords Tens.Comp.
E - F 0 -985
F - G 0 -433
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 444 0
M - L 935 0
Chords Tens.Comp.
L - K 993 0
K - J 772 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -604
B - M 377 0F - J 0 -472
Webs Tens.Comp.
J - G 520 0
G - H 14 -630
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.050 D 999 360
VERT(CL):0.088 D 999 240
HORZ(LL):0.012 B - -
HORZ(TL):0.022 B - -
Creep Factor: 2.0
Max TC CSI:0.475
Max BC CSI:0.420
Max Web CSI:0.248
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F8
Ply: 1
Qty:4
SEQN:208060 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T17
DrwNo:221.21.1313.36857
/NDW 08/09/2021
3"8
11'4"8
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
7'3"
1'10"8
11'4"8
4'1"8
1'4"5"8
10"8
A B C D E F G
H
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3 1.5X3
3X3
3X3
3X3
3X5
1.5X31.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 432 /- /- /- /- /-
I 432 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
I Brg Width = 5.5 Min Req =1.5
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -672
C - D 0 -909
Chords Tens.Comp.
D - E 0 -910
E - F 0 -670
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 422 0
M - L 874 0
L - K 910 0
Chords Tens.Comp.
K - J 908 0
J - I 415 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -574
Webs Tens.Comp.
F - I 0 -564
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.038 D 999 360
VERT(CL):0.069 D 999 240
HORZ(LL):0.010 B - -
HORZ(TL):0.017 B - -
Creep Factor: 2.0
Max TC CSI:0.328
Max BC CSI:0.432
Max Web CSI:0.169
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F1
Ply: 1
Qty:4
SEQN:208061 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T1
DrwNo:221.21.1313.43443
/NDW 08/09/2021
3"8
11'
3"2'6"
(TYP)
1'3"12 3"
5'4"8
5'4"8
6'10"8
1'6"
11'
4'1"8
1'4"A B C D E F G
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 432 /- /- /- /- /-
I 432 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
I Brg Width = 5.5 Min Req =1.5
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -672
C - D 0 -909
Chords Tens.Comp.
D - E 0 -910
E - F 0 -670
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 422 0
M - L 874 0
L - K 910 0
Chords Tens.Comp.
K - J 908 0
J - I 415 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -574
Webs Tens.Comp.
F - I 0 -564
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.038 D 999 360
VERT(CL):0.069 D 999 240
HORZ(LL):0.010 B - -
HORZ(TL):0.017 B - -
Creep Factor: 2.0
Max TC CSI:0.328
Max BC CSI:0.432
Max Web CSI:0.169
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F1
Ply: 1
Qty:4
SEQN:208061 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T1
DrwNo:221.21.1313.43443
/NDW 08/09/2021
3"8
11'
3"2'6"
(TYP)
1'3"12 3"
5'4"8
5'4"8
6'10"8
1'6"
11'
4'1"8
1'4"A B C D E F G
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
K*78 /- /- /- /- /-
K Brg Width = 132 Min Req =-
Bearing S is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 360
VERT(CL):0.000 B 999 240
HORZ(LL):-0.000 S - -
HORZ(TL):0.000 S - -
Creep Factor: 2.0
Max TC CSI:0.069
Max BC CSI:0.011
Max Web CSI:0.023
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G1
Ply: 1
Qty:1
SEQN:208062 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T2
DrwNo:221.21.1313.46433
/NDW 08/09/2021
3"8
11'
1'4"8
1'4"
(TYP)1'4"A I
KS
1.5X3
2X3 2X3
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
Deflection estimate assumes composite action with
single layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
K*78 /- /- /- /- /-
K Brg Width = 132 Min Req =-
Bearing S is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 360
VERT(CL):0.000 B 999 240
HORZ(LL):-0.000 S - -
HORZ(TL):0.000 S - -
Creep Factor: 2.0
Max TC CSI:0.069
Max BC CSI:0.011
Max Web CSI:0.023
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G1
Ply: 1
Qty:1
SEQN:208062 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T2
DrwNo:221.21.1313.46433
/NDW 08/09/2021
3"8
11'
1'4"8
1'4"
(TYP)1'4"A I
KS
1.5X3
2X3 2X3
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 425 /- /- /- /- /-
I 425 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -657
C - D 0 -883
Chords Tens.Comp.
D - E 0 -884
E - F 0 -656
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 414 0
M - L 853 0
L - K 884 0
Chords Tens.Comp.
K - J 882 0
J - I 409 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -564
Webs Tens.Comp.
F - I 0 -556
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.034 D 999 360
VERT(CL):0.060 D 999 240
HORZ(LL):0.009 B - -
HORZ(TL):0.015 B - -
Creep Factor: 2.0
Max TC CSI:0.288
Max BC CSI:0.400
Max Web CSI:0.163
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F2
Ply: 1
Qty:6
SEQN:208063 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T12
DrwNo:221.21.1313.51873
/NDW 08/09/2021
3"8
10'10"
3"2'6"
(TYP)
1'3"12 3"
5'4"8
5'4"8
6'8"8
1'4"
10'10"
4'1"8
1'4"A B C D E F G
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 425 /- /- /- /- /-
I 425 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -657
C - D 0 -883
Chords Tens.Comp.
D - E 0 -884
E - F 0 -656
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 414 0
M - L 853 0
L - K 884 0
Chords Tens.Comp.
K - J 882 0
J - I 409 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -564
Webs Tens.Comp.
F - I 0 -556
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.034 D 999 360
VERT(CL):0.060 D 999 240
HORZ(LL):0.009 B - -
HORZ(TL):0.015 B - -
Creep Factor: 2.0
Max TC CSI:0.288
Max BC CSI:0.400
Max Web CSI:0.163
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F2
Ply: 1
Qty:6
SEQN:208063 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T12
DrwNo:221.21.1313.51873
/NDW 08/09/2021
3"8
10'10"
3"2'6"
(TYP)
1'3"12 3"
5'4"8
5'4"8
6'8"8
1'4"
10'10"
4'1"8
1'4"A B C D E F G
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 423 /- /- /- /- /-
I 423 /- /- /- /- /-
N Brg Width = 3.5 Min Req =1.5
I Brg Width = 5.5 Min Req =1.5
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -654
C - D 0 -876
Chords Tens.Comp.
D - E 0 -877
E - F 0 -652
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 412 0
M - L 848 0
L - K 877 0
Chords Tens.Comp.
K - J 875 0
J - I 407 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -561
Webs Tens.Comp.
F - I 0 -554
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.033 D 999 360
VERT(CL):0.058 D 999 240
HORZ(LL):0.008 B - -
HORZ(TL):0.015 B - -
Creep Factor: 2.0
Max TC CSI:0.282
Max BC CSI:0.392
Max Web CSI:0.162
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F4
Ply: 1
Qty:7
SEQN:208064 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T8
DrwNo:221.21.1313.59387
/NDW 08/09/2021
3"8
10'9"8
3"2'6"
(TYP)
1'3"12 3"
5'4"8
5'4"8
6'8"
1'3"8
10'9"8
4'1"8
1'4"A B C D E F G
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 423 /- /- /- /- /-
I 423 /- /- /- /- /-
N Brg Width = 3.5 Min Req =1.5
I Brg Width = 5.5 Min Req =1.5
Bearings N & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -654
C - D 0 -876
Chords Tens.Comp.
D - E 0 -877
E - F 0 -652
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 412 0
M - L 848 0
L - K 877 0
Chords Tens.Comp.
K - J 875 0
J - I 407 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -561
Webs Tens.Comp.
F - I 0 -554
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.033 D 999 360
VERT(CL):0.058 D 999 240
HORZ(LL):0.008 B - -
HORZ(TL):0.015 B - -
Creep Factor: 2.0
Max TC CSI:0.282
Max BC CSI:0.392
Max Web CSI:0.162
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F4
Ply: 1
Qty:7
SEQN:208064 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T8
DrwNo:221.21.1313.59387
/NDW 08/09/2021
3"8
10'9"8
3"2'6"
(TYP)
1'3"12 3"
5'4"8
5'4"8
6'8"
1'3"8
10'9"8
4'1"8
1'4"A B C D E F G
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3 1.5X3
3X5
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
S 45 /- /- /- /- /-
S*75 /- /- /- /- /-
K 54 /- /- /- /- /-
S Brg Width = 3.5 Min Req =1.5
S Brg Width = 120 Min Req =-
K Brg Width = 5.5 Min Req =1.5
Bearings S, S, & K are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 360
VERT(CL):0.000 H 999 240
HORZ(LL):0.000 I - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.010
Max Web CSI:0.022
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G2
Ply: 1
Qty:1
SEQN:208065 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T9
DrwNo:221.21.1314.05227
/NDW 08/09/2021
3"8
3"8 10'0"8 5"8
1'3"4
1'4"
(TYP)
10'9"81'4"A I
KS
1.5X3
2X3 2X3
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
S 45 /- /- /- /- /-
S*75 /- /- /- /- /-
K 54 /- /- /- /- /-
S Brg Width = 3.5 Min Req =1.5
S Brg Width = 120 Min Req =-
K Brg Width = 5.5 Min Req =1.5
Bearings S, S, & K are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:20(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 360
VERT(CL):0.000 H 999 240
HORZ(LL):0.000 I - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.010
Max Web CSI:0.022
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:G2
Ply: 1
Qty:1
SEQN:208065 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T9
DrwNo:221.21.1314.05227
/NDW 08/09/2021
3"8
3"8 10'0"8 5"8
1'3"4
1'4"
(TYP)
10'9"81'4"A I
KS
1.5X3
2X3 2X3
1.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 417 /- /- /- /- /-
H 413 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
Bearings N & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -640
C - D 0 -850
D - E 0 -851
Chords Tens.Comp.
E - F 0 -846
F - G 0 -395
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 405 0
M - L 828 0
Chords Tens.Comp.
L - K 851 0
K - J 695 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -551
F - J 0 -417
Webs Tens.Comp.
J - G 473 0
G - H 10 -589
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.030 D 999 360
VERT(CL):0.044 D 999 240
HORZ(LL):0.008 B - -
HORZ(TL):0.012 B - -
Creep Factor: 2.0
Max TC CSI:0.232
Max BC CSI:0.304
Max Web CSI:0.228
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F3
Ply: 1
Qty:5
SEQN:208066 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T6
DrwNo:221.21.1314.10203
/NDW 08/09/2021
3"8
10'6"
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
6'4"8
1'
10'6"
4'1"8
1'4"5"8
10"8
A B C D E F G
H
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3 1.5X3
3X3
3X3
3X3
3X5
1.5X31.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
N 417 /- /- /- /- /-
H 413 /- /- /- /- /-
N Brg Width = 5.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
Bearings N & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -640
C - D 0 -850
D - E 0 -851
Chords Tens.Comp.
E - F 0 -846
F - G 0 -395
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 405 0
M - L 828 0
Chords Tens.Comp.
L - K 851 0
K - J 695 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -551
F - J 0 -417
Webs Tens.Comp.
J - G 473 0
G - H 10 -589
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.030 D 999 360
VERT(CL):0.044 D 999 240
HORZ(LL):0.008 B - -
HORZ(TL):0.012 B - -
Creep Factor: 2.0
Max TC CSI:0.232
Max BC CSI:0.304
Max Web CSI:0.228
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F3
Ply: 1
Qty:5
SEQN:208066 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T6
DrwNo:221.21.1314.10203
/NDW 08/09/2021
3"8
10'6"
3"2'6"
(TYP)
1'3"12 1'3"12 3"
5'4"8
5'4"8
6'4"8
1'
10'6"
4'1"8
1'4"5"8
10"8
A B C D E F G
H
IJKLMN
1.5X31.5X3
3X5
3X3
3X3
3X3
3X3
1.5X3 1.5X3
3X3
3X3
3X3
3X5
1.5X31.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M 372 /- /- /- /- /-
G 368 /- /- /- /- /-
M Brg Width = 5.5 Min Req =1.5
G Brg Width = 1.5 Min Req =1.5
Bearings M & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -541
C - D 0 -684
Chords Tens.Comp.
D - E 0 -682
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 685 0
K - J 684 0
Chords Tens.Comp.
J - I 595 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
M - B 0 -485
I - F 409 0
Webs Tens.Comp.
F - G 9 -541
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 K 999 360
VERT(CL):0.029 K 999 240
HORZ(LL):0.005 B - -
HORZ(TL):0.009 B - -
Creep Factor: 2.0
Max TC CSI:0.200
Max BC CSI:0.259
Max Web CSI:0.213
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F9
Ply: 1
Qty:7
SEQN:208067 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T19
DrwNo:221.21.1314.15030
/NDW 08/09/2021
3"8
9'4"8
3"2'6"
(TYP)
1'3"12 3"
4'1"8
4'1"8
5'3"
1'1"8
9'4"8
4'1"8
1'4"5"810"8A B C D E F
G
HIJKLM
1.5X31.5X3
3X5
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3
3X4
1.5X31.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
M 372 /- /- /- /- /-
G 368 /- /- /- /- /-
M Brg Width = 5.5 Min Req =1.5
G Brg Width = 1.5 Min Req =1.5
Bearings M & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -541
C - D 0 -684
Chords Tens.Comp.
D - E 0 -682
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
L - K 685 0
K - J 684 0
Chords Tens.Comp.
J - I 595 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
M - B 0 -485
I - F 409 0
Webs Tens.Comp.
F - G 9 -541
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 K 999 360
VERT(CL):0.029 K 999 240
HORZ(LL):0.005 B - -
HORZ(TL):0.009 B - -
Creep Factor: 2.0
Max TC CSI:0.200
Max BC CSI:0.259
Max Web CSI:0.213
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F9
Ply: 1
Qty:7
SEQN:208067 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T19
DrwNo:221.21.1314.15030
/NDW 08/09/2021
3"8
9'4"8
3"2'6"
(TYP)
1'3"12 3"
4'1"8
4'1"8
5'3"
1'1"8
9'4"8
4'1"8
1'4"5"810"8A B C D E F
G
HIJKLM
1.5X31.5X3
3X5
3X3
3X3
3X3
1.5X3
1.5X3
3X3
3X3
3X3
3X4
1.5X31.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Lt Bearing Leg: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
P 180 /- /- /- /- /-
L 359 /- /- /- /- /-
H 208 /- /- /- /- /-
P Brg Width = 1.5 Min Req =1.5
L Brg Width = 5.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
Bearings P, L, & H are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 F 999 360
VERT(CL):0.009 F 999 240
HORZ(LL):0.002 I - -
HORZ(TL):0.004 A - -
Creep Factor: 2.0
Max TC CSI:0.132
Max BC CSI:0.113
Max Web CSI:0.112
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F10
Ply: 1
Qty:5
SEQN:208068 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T14
DrwNo:221.21.1314.23687
/NDW 08/09/2021
4'1"4 4'11"12
3"
1'3"12
(TYP)
3"
9'1"
1'7"8
1'7"8 2'8"
1'0"8
5'6"8
2'10"8
7'5"8
1'11"
8'11"8
1'6"
9'1"
1"8
5"810"81'4"A B C D E F G
H
IJKLMNO
P
3X4
1.5X31.5X3 3X3
1.5X3
1.5X3
3X3 1.5X3
3X4
3X3
1.5X3
1.5X3
3X3
3X4
1.5X31.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;Lt Bearing Leg: 4x2 SP #3;Rt Bearing Leg: 4x2 SP #3;
Additional Notes
Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R- / Rh / Rw / U / RL
P 180 /- /- /- /- /-
L 359 /- /- /- /- /-
H 208 /- /- /- /- /-
P Brg Width = 1.5 Min Req =1.5
L Brg Width = 5.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
Bearings P, L, & H are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:60.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.00
Spacing: 16.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT/PT:10(0)/10(0)/2(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 F 999 360
VERT(CL):0.009 F 999 240
HORZ(LL):0.002 I - -
HORZ(TL):0.004 A - -
Creep Factor: 2.0
Max TC CSI:0.132
Max BC CSI:0.113
Max Web CSI:0.112
VIEW Ver: 20.02.01D.0218.16
Job Number:9602-1
Marsh View Floor
Truss Label:F10
Ply: 1
Qty:5
SEQN:208068 SY42
FROM: bh
Cust: R9616 JRef:1X7T96160005 T14
DrwNo:221.21.1314.23687
/NDW 08/09/2021
4'1"4 4'11"12
3"
1'3"12
(TYP)
3"
9'1"
1'7"8
1'7"8 2'8"
1'0"8
5'6"8
2'10"8
7'5"8
1'11"
8'11"8
1'6"
9'1"
1"8
5"810"81'4"A B C D E F G
H
IJKLMNO
P
3X4
1.5X31.5X3 3X3
1.5X3
1.5X3
3X3 1.5X3
3X4
3X3
1.5X3
1.5X3
3X3
3X4
1.5X31.5X3
08/09/2021 FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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
514 Earth City Expressway
Suite 242
Earth City, MO 63045
08/09/2021
FL REQ# 278, David J. Rothweiler, FL PE# 88430
SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC08/11/2021APPROVED AS NOTEDCHRISTOPHER 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