211 BELVEDERE ST RES21-0179 truss engineering_1Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: W. B. Howland Company, Inc.Job Number: 20-4751
Job Description: Ford Builders - 211 Belvedere St
Address:
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.01.01A through 20.02.01A
JRef #: 1X2d2150004
Wind Standard: ASCE 7-16 Wind Speed (mph): 130 Design Loading (psf): 40.00, 55.00
Building Type: Closed
This package contains general notes pages, 69 truss drawing(s) and 2 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 025.21.1014.22420 A01 2 025.21.1014.21497 A02
3 025.21.1014.21108 A03 4 025.21.1014.20419 A04
5 025.21.1014.20513 A05 6 025.21.1014.20341 A06
7 025.21.1014.20810 A07 8 025.21.1014.21747 A08
9 025.21.1014.22327 A09 10 025.21.1014.21997 A10
11 025.21.1014.22108 A11 12 025.21.1014.21905 A12
13 025.21.1014.21513 A13 14 025.21.1014.21952 A14
15 025.21.1014.22078 A15 16 025.21.1014.21810 A16
17 025.21.1037.17233 B01 18 025.21.1014.20920 B02
19 025.21.1014.19779 B03 20 025.21.1014.22185 B04
21 025.21.1014.22341 C01 22 025.21.1014.21780 D01
23 025.21.1014.22139 F01 24 025.21.1014.21014 F02
25 025.21.1014.22281 F03 26 025.21.1014.19747 F04
27 025.21.1014.20919 F05 28 025.21.1014.19794 F06
29 025.21.1014.22169 F07 30 025.21.1014.21591 F08
31 025.21.1014.19966 F09 32 025.21.1014.21419 F10
33 025.21.1014.21109 F11 34 025.21.1014.20872 F12
35 025.21.1014.22263 F13 36 025.21.1014.21560 F14
37 025.21.1014.22076 F15 38 025.21.1037.34600 FG01
39 025.21.1014.20780 FG02 40 025.21.1014.21044 FG03
41 025.21.1014.20247 FG04 42 025.21.1014.22280 FG05
43 025.21.1014.20482 FG06 44 025.21.1014.21233 FT01
45 025.21.1014.21372 J01 46 025.21.1014.21561 J01A
47 025.21.1014.21294 J01G 48 025.21.1014.21638 J02
49 025.21.1014.20216 J02A 50 025.21.1014.21794 J02B
51 025.21.1014.21967 J02C 52 025.21.1014.22014 J03
Florida Certificate of Product Approval #FL1999 Printed 1/25/2021 10:37:43 AM
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 2:
Customer: W. B. Howland Company, Inc.Job Number: 20-4751
Job Description: Ford Builders - 211 Belvedere St
Address:
Item Drawing Number Truss Item Drawing Number Truss
53 025.21.1014.21388 J04HJ 54 025.21.1014.21186 J05HJ
55 025.21.1014.21452 J06 56 025.21.1014.21247 J07HJ
57 025.21.1014.21826 J08 58 025.21.1014.21732 J08A
59 025.21.1014.21341 J09HJ 60 025.21.1014.19826 J10HJ
61 025.21.1014.21154 J11 62 025.21.1014.20701 J12
63 025.21.1014.21733 J14 64 025.21.1014.22372 J15
65 025.21.1014.21326 J15A 66 025.21.1014.19888 J16
67 025.21.1014.22201 J17HJ 68 025.21.1014.21904 M01
69 025.21.1014.21998 M02 70 BRCLBSUB0119
71 STRBRIBR1014
Florida Certificate of Product Approval #FL1999 Printed 1/25/2021 10:37:43 AM
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/844 /32 /228
H 1304 /-/-/755 /22 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
H Brg Width = 3.0 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 77 -2370
C - D 80 -2145
D - E 106 -1518
Chords Tens.Comp.
E - F 106 -1519
F - G 81 -2105
G - H 78 -2321
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2053 -85
K - J 1687 -21
Chords Tens.Comp.
J - I 1673 0
I - H 1999 -27
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - D 448 0D - J 108 -570
E - J 971 -24
Webs Tens.Comp.
J - F 111 -549F - I 407 -1
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.17 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.117 J 999 240
VERT(CL):0.238 J 999 180
HORZ(LL):0.051 I - -
HORZ(TL):0.103 I - -
Creep Factor: 2.0
Max TC CSI:0.506
Max BC CSI:0.762
Max Web CSI:0.618
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A01
Ply: 1
Qty:1
SEQN:336001 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T67 /
DrwNo:025.21.1014.22420
/YK 01/25/2021
31'9"
5'8"5
5'8"5
10'10"3
5'1"13
16'
5'1"13
21'1"13
5'1"13
26'3"11
5'1"13
31'9"
5'5"5
8'3"4
8'3"4
16'
7'8"12
23'8"12
7'8"12
31'9"
8'0"41'6"
4"3 5"118'4"39'0"15A
B
C
D
E
F
G
H
IJK
6 12
3X6(A1)
2X4
3X4
5X5
4X5
6X8
5X5
3X4
2X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/844 /32 /228
H 1304 /-/-/755 /22 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
H Brg Width = 3.0 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 77 -2370
C - D 80 -2145
D - E 106 -1518
Chords Tens.Comp.
E - F 106 -1519
F - G 81 -2105
G - H 78 -2321
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2053 -85
K - J 1687 -21
Chords Tens.Comp.
J - I 1673 0
I - H 1999 -27
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - D 448 0D - J 108 -570
E - J 971 -24
Webs Tens.Comp.
J - F 111 -549F - I 407 -1
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.17 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.117 J 999 240
VERT(CL):0.238 J 999 180
HORZ(LL):0.051 I - -
HORZ(TL):0.103 I - -
Creep Factor: 2.0
Max TC CSI:0.506
Max BC CSI:0.762
Max Web CSI:0.618
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A01
Ply: 1
Qty:1
SEQN:336001 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T67 /
DrwNo:025.21.1014.22420
/YK 01/25/2021
31'9"
5'8"5
5'8"5
10'10"3
5'1"13
16'
5'1"13
21'1"13
5'1"13
26'3"11
5'1"13
31'9"
5'5"5
8'3"4
8'3"4
16'
7'8"12
23'8"12
7'8"12
31'9"
8'0"41'6"
4"3 5"118'4"39'0"15A
B
C
D
E
F
G
H
IJK
6 12
3X6(A1)
2X4
3X4
5X5
4X5
6X8
5X5
3X4
2X4
4X4(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1421 /-/-/849 /31 /230
H 1315 /-/-/764 /22 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
H Brg Width = 6.0 Min Req =1.6
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 78 -2390
C - D 81 -2166
D - E 106 -1538
Chords Tens.Comp.
E - F 106 -1538
F - G 82 -2183
G - H 80 -2412
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2072 -83
K - J 1705 -18
Chords Tens.Comp.
J - I 1711 0
I - H 2096 -26
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - D 449 0D - J 108 -570
E - J 986 -25
Webs Tens.Comp.
J - F 111 -579F - I 456 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 J 999 240
VERT(CL):0.234 J 999 180
HORZ(LL):0.047 I - -
HORZ(TL):0.096 I - -
Creep Factor: 2.0
Max TC CSI:0.320
Max BC CSI:0.757
Max Web CSI:0.627
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A02
Ply: 1
Qty:1
SEQN:336015 /COMN
FROM: CDM
Cust: R215 JRef:1X2d2150004 T17 /
DrwNo:025.21.1014.21497
/YK 01/25/2021
32'
5'8"5
5'8"5
10'10"3
5'1"13
16'
5'1"13
21'1"13
5'1"13
26'3"11
5'1"13
32'
5'8"5
8'3"4
8'3"4
16'
7'8"12
23'8"12
7'8"12
32'
8'3"41'6"
4"38'4"39'0"15A
B
C
D
E
F
G
H
IJK
6 12
3X6(A1)
2X4
3X4
5X5
4X5
6X8
5X5
3X4
2X4
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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1421 /-/-/849 /31 /230
H 1315 /-/-/764 /22 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
H Brg Width = 6.0 Min Req =1.6
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 78 -2390
C - D 81 -2166
D - E 106 -1538
Chords Tens.Comp.
E - F 106 -1538
F - G 82 -2183
G - H 80 -2412
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2072 -83
K - J 1705 -18
Chords Tens.Comp.
J - I 1711 0
I - H 2096 -26
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - D 449 0D - J 108 -570
E - J 986 -25
Webs Tens.Comp.
J - F 111 -579F - I 456 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 J 999 240
VERT(CL):0.234 J 999 180
HORZ(LL):0.047 I - -
HORZ(TL):0.096 I - -
Creep Factor: 2.0
Max TC CSI:0.320
Max BC CSI:0.757
Max Web CSI:0.627
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A02
Ply: 1
Qty:1
SEQN:336015 /COMN
FROM: CDM
Cust: R215 JRef:1X2d2150004 T17 /
DrwNo:025.21.1014.21497
/YK 01/25/2021
32'
5'8"5
5'8"5
10'10"3
5'1"13
16'
5'1"13
21'1"13
5'1"13
26'3"11
5'1"13
32'
5'8"5
8'3"4
8'3"4
16'
7'8"12
23'8"12
7'8"12
32'
8'3"41'6"
4"38'4"39'0"15A
B
C
D
E
F
G
H
IJK
6 12
3X6(A1)
2X4
3X4
5X5
4X5
6X8
5X5
3X4
2X4
3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing H (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Loading
Truss passed check for 20 psf additional bottom chordlive load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1493 /-/-/844 /32 /228
H 1387 /-/-/755 /22 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.8
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 77 -2555
C - D 80 -2332
D - E 106 -1656
Chords Tens.Comp.
E - F 106 -1656
F - G 81 -2288
G - H 78 -2501
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2216 -85
K - J 1834 -21
Chords Tens.Comp.
J - I 1819 0
I - H 2158 -27
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - D 451 0D - J 108 -605
E - J 1095 -24
Webs Tens.Comp.
J - F 111 -582F - I 407 -1
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 J 999 240
VERT(CL):0.262 J 999 180
HORZ(LL):0.059 I - -
HORZ(TL):0.114 I - -
Creep Factor: 2.0
Max TC CSI:0.570
Max BC CSI:0.808
Max Web CSI:0.655
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A03
Ply: 1
Qty:2
SEQN:335998 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T39 /
DrwNo:025.21.1014.21108
/YK 01/25/2021
31'9"
5'8"5
5'8"5
10'10"3
5'1"13
16'
5'1"13
21'1"13
5'1"13
26'3"11
5'1"13
31'9"
5'5"5
8'3"4
8'3"4
16'
7'8"12
23'8"12
7'8"12
31'9"
8'0"41'6"
4"3 5"118'4"39'0"15A
B
C
D
E
F
G
H
IJK
6 12
4X5(A2)
2X4
3X4
5X5
4X5
6X8
5X5
3X4
2X4
4X5(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing H (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Loading
Truss passed check for 20 psf additional bottom chordlive load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1493 /-/-/844 /32 /228
H 1387 /-/-/755 /22 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.8
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 77 -2555
C - D 80 -2332
D - E 106 -1656
Chords Tens.Comp.
E - F 106 -1656
F - G 81 -2288
G - H 78 -2501
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2216 -85
K - J 1834 -21
Chords Tens.Comp.
J - I 1819 0
I - H 2158 -27
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - D 451 0D - J 108 -605
E - J 1095 -24
Webs Tens.Comp.
J - F 111 -582F - I 407 -1
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 J 999 240
VERT(CL):0.262 J 999 180
HORZ(LL):0.059 I - -
HORZ(TL):0.114 I - -
Creep Factor: 2.0
Max TC CSI:0.570
Max BC CSI:0.808
Max Web CSI:0.655
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A03
Ply: 1
Qty:2
SEQN:335998 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T39 /
DrwNo:025.21.1014.21108
/YK 01/25/2021
31'9"
5'8"5
5'8"5
10'10"3
5'1"13
16'
5'1"13
21'1"13
5'1"13
26'3"11
5'1"13
31'9"
5'5"5
8'3"4
8'3"4
16'
7'8"12
23'8"12
7'8"12
31'9"
8'0"41'6"
4"3 5"118'4"39'0"15A
B
C
D
E
F
G
H
IJK
6 12
4X5(A2)
2X4
3X4
5X5
4X5
6X8
5X5
3X4
2X4
4X5(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/849 /35 /232
I 1418 /-/-/849 /35 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I Brg Width = 6.0 Min Req =1.7
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.
B - C 77 -2396
C - D 80 -2190
D - E 106 -1609
E - F 110 -1372
Chords Tens.Comp.
F - G 106 -1608
G - H 80 -2191
H - I 77 -2398
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - N 2077 -83N - M 1751 -22
M - L 1372 0
Chords Tens.Comp.
L - K 1750 0K - I 2080 -13
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
N - D 418 -3
D - M 123 -548
E - M 489 -4
Webs Tens.Comp.
F - L 484 -5
L - G 122 -546
G - K 421 -5
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.112 M 999 240
VERT(CL):0.228 M 999 180
HORZ(LL):0.048 K - -
HORZ(TL):0.096 K - -
Creep Factor: 2.0
Max TC CSI:0.328
Max BC CSI:0.698
Max Web CSI:0.537
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A04
Ply: 1
Qty:1
SEQN:336063 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T14 /
DrwNo:025.21.1014.20419
/YK 01/25/2021
32'
5'4"5
5'4"5
10'2"3
4'9"13
15'
4'9"13
17'
2'
21'9"13
4'9"13
26'7"11
4'9"13
32'
5'4"5
7'9"4
7'9"4
15'
7'2"12
17'
2'
24'2"12
7'2"12
32'
7'9"41'6"1'6"
4"37'10"38'6"15A
B
C
D
E F
G
H
I
JKLMN
6 12
3X6(A1)
5X5
5X5
3X4
5X5
3X4
5X5
5X5
5X5
3X4
2X4
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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
7-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/849 /35 /232
I 1418 /-/-/849 /35 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I Brg Width = 6.0 Min Req =1.7
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.
B - C 77 -2396
C - D 80 -2190
D - E 106 -1609
E - F 110 -1372
Chords Tens.Comp.
F - G 106 -1608
G - H 80 -2191
H - I 77 -2398
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - N 2077 -83N - M 1751 -22
M - L 1372 0
Chords Tens.Comp.
L - K 1750 0K - I 2080 -13
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
N - D 418 -3
D - M 123 -548
E - M 489 -4
Webs Tens.Comp.
F - L 484 -5
L - G 122 -546
G - K 421 -5
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.112 M 999 240
VERT(CL):0.228 M 999 180
HORZ(LL):0.048 K - -
HORZ(TL):0.096 K - -
Creep Factor: 2.0
Max TC CSI:0.328
Max BC CSI:0.698
Max Web CSI:0.537
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A04
Ply: 1
Qty:1
SEQN:336063 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T14 /
DrwNo:025.21.1014.20419
/YK 01/25/2021
32'
5'4"5
5'4"5
10'2"3
4'9"13
15'
4'9"13
17'
2'
21'9"13
4'9"13
26'7"11
4'9"13
32'
5'4"5
7'9"4
7'9"4
15'
7'2"12
17'
2'
24'2"12
7'2"12
32'
7'9"41'6"1'6"
4"37'10"38'6"15A
B
C
D
E F
G
H
I
JKLMN
6 12
3X6(A1)
5X5
5X5
3X4
5X5
3X4
5X5
5X5
5X5
3X4
2X4
3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing I (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/845 /43 /215
I 1304 /-/-/756 /23 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I 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 77 -2382
C - D 80 -2176
D - E 106 -1594
E - F 110 -1358
Chords Tens.Comp.
F - G 106 -1594
G - H 81 -2132
H - I 78 -2329
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 2065 -103M - L 1738 -46
L - K 1358 0
Chords Tens.Comp.
K - J 1720 0J - I 2008 -30
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
M - D 419 -3
D - L 123 -586
E - L 483 -4
Webs Tens.Comp.
F - K 479 -5
K - G 125 -563
G - J 377 -11
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 L 999 240
VERT(CL):0.229 L 999 180
HORZ(LL):0.051 J - -
HORZ(TL):0.104 J - -
Creep Factor: 2.0
Max TC CSI:0.512
Max BC CSI:0.763
Max Web CSI:0.574
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A05
Ply: 1
Qty:1
SEQN:335995 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T38 /
DrwNo:025.21.1014.20513
/YK 01/25/2021
31'9"
5'4"5
5'4"5
10'2"3
4'9"13
15'
4'9"13
17'
2'
21'9"13
4'9"13
26'7"11
4'9"13
31'9"
5'1"5
7'9"4
7'9"4
15'
7'2"12
17'
2'
24'2"12
7'2"12
31'9"
7'6"41'6"
4"3 5"117'10"38'6"15A
B
C
D
E F
G
H
I
JKLM
6 12
3X6(A1)
5X5
5X5
3X4
4X5
3X4
4X5
5X6
5X5
3X4
2X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing I (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/845 /43 /215
I 1304 /-/-/756 /23 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I 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 77 -2382
C - D 80 -2176
D - E 106 -1594
E - F 110 -1358
Chords Tens.Comp.
F - G 106 -1594
G - H 81 -2132
H - I 78 -2329
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 2065 -103M - L 1738 -46
L - K 1358 0
Chords Tens.Comp.
K - J 1720 0J - I 2008 -30
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
M - D 419 -3
D - L 123 -586
E - L 483 -4
Webs Tens.Comp.
F - K 479 -5
K - G 125 -563
G - J 377 -11
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 L 999 240
VERT(CL):0.229 L 999 180
HORZ(LL):0.051 J - -
HORZ(TL):0.104 J - -
Creep Factor: 2.0
Max TC CSI:0.512
Max BC CSI:0.763
Max Web CSI:0.574
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A05
Ply: 1
Qty:1
SEQN:335995 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T38 /
DrwNo:025.21.1014.20513
/YK 01/25/2021
31'9"
5'4"5
5'4"5
10'2"3
4'9"13
15'
4'9"13
17'
2'
21'9"13
4'9"13
26'7"11
4'9"13
31'9"
5'1"5
7'9"4
7'9"4
15'
7'2"12
17'
2'
24'2"12
7'2"12
31'9"
7'6"41'6"
4"3 5"117'10"38'6"15A
B
C
D
E F
G
H
I
JKLM
6 12
3X6(A1)
5X5
5X5
3X4
4X5
3X4
4X5
5X6
5X5
3X4
2X4
4X4(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
6-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/848 /60 /206
G 1418 /-/-/848 /60 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
G Brg Width = 6.0 Min Req =1.7
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 100 -2365
C - D 110 -1816
D - E 122 -1547
Chords Tens.Comp.
E - F 111 -1808
F - G 100 -2366
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2037 -75
L - K 2034 -76K - J 1545 -1
Chords Tens.Comp.
J - I 2035 -17
I - G 2038 -16
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 95 -561
D - K 451 0
Webs Tens.Comp.
J - E 450 0
J - F 97 -567
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.110 K 999 240
VERT(CL):0.222 K 999 180
HORZ(LL):0.049 I - -
HORZ(TL):0.099 I - -
Creep Factor: 2.0
Max TC CSI:0.441
Max BC CSI:0.582
Max Web CSI:0.564
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A06
Ply: 1
Qty:1
SEQN:336059 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T13 /
DrwNo:025.21.1014.20341
/YK 01/25/2021
32'
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
32'
6'9"4
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
32'
6'9"41'6"1'6"
4"36'10"37'6"15A
B
C
D E
F
G
HIJKL
6 12
3X6(A1)5X5
5X5
6X6
3X4 6X8
5X5
5X5
2X4 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
6-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/848 /60 /206
G 1418 /-/-/848 /60 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
G Brg Width = 6.0 Min Req =1.7
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 100 -2365
C - D 110 -1816
D - E 122 -1547
Chords Tens.Comp.
E - F 111 -1808
F - G 100 -2366
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2037 -75
L - K 2034 -76K - J 1545 -1
Chords Tens.Comp.
J - I 2035 -17
I - G 2038 -16
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 95 -561
D - K 451 0
Webs Tens.Comp.
J - E 450 0
J - F 97 -567
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.110 K 999 240
VERT(CL):0.222 K 999 180
HORZ(LL):0.049 I - -
HORZ(TL):0.099 I - -
Creep Factor: 2.0
Max TC CSI:0.441
Max BC CSI:0.582
Max Web CSI:0.564
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A06
Ply: 1
Qty:1
SEQN:336059 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T13 /
DrwNo:025.21.1014.20341
/YK 01/25/2021
32'
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
32'
6'9"4
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
32'
6'9"41'6"1'6"
4"36'10"37'6"15A
B
C
D E
F
G
HIJKL
6 12
3X6(A1)5X5
5X5
6X6
3X4 6X8
5X5
5X5
2X4 3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.
Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"Bearing G (31'6", 10') HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/843 /62 /190
G 1304 /-/-/755 /46 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
G 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 104 -2352
C - D 115 -1801
D - E 121 -1530
Chords Tens.Comp.
E - F 109 -1788
F - G 99 -2303
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2025 -105
K - J 2022 -107J - I 1532 -32
Chords Tens.Comp.
I - H 1973 -35
H - G 1975 -33
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 96 -563
D - J 450 0
Webs Tens.Comp.
I - E 437 0
I - F 104 -515
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.110 J 999 240
VERT(CL):0.224 J 999 180
HORZ(LL):0.051 H - -
HORZ(TL):0.103 H - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.711
Max Web CSI:0.559
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A07
Ply: 1
Qty:1
SEQN:335990 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T37 /
DrwNo:025.21.1014.20810
/YK 01/25/2021
31'9"
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
31'9"
6'6"4
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
31'9"
6'6"41'6"
4"3 5"116'10"37'6"15(a)
A
B
C
D E
F
G
HIJK
6 12
3X6(A1)5X5
5X5
6X6
3X4 6X8
5X5
3X4
2X4 4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.
Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"Bearing G (31'6", 10') HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/843 /62 /190
G 1304 /-/-/755 /46 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
G 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 104 -2352
C - D 115 -1801
D - E 121 -1530
Chords Tens.Comp.
E - F 109 -1788
F - G 99 -2303
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2025 -105
K - J 2022 -107J - I 1532 -32
Chords Tens.Comp.
I - H 1973 -35
H - G 1975 -33
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 96 -563
D - J 450 0
Webs Tens.Comp.
I - E 437 0
I - F 104 -515
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.110 J 999 240
VERT(CL):0.224 J 999 180
HORZ(LL):0.051 H - -
HORZ(TL):0.103 H - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.711
Max Web CSI:0.559
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A07
Ply: 1
Qty:1
SEQN:335990 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T37 /
DrwNo:025.21.1014.20810
/YK 01/25/2021
31'9"
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
31'9"
6'6"4
6'9"4
6'9"4
13'
6'2"12
19'
6'
25'2"12
6'2"12
31'9"
6'6"41'6"
4"3 5"116'10"37'6"15(a)
A
B
C
D E
F
G
HIJK
6 12
3X6(A1)5X5
5X5
6X6
3X4 6X8
5X5
3X4
2X4 4X4(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
6-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/844 /254 /193
I 1418 /-/-/842 /256 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I Brg Width = 6.0 Min Req =1.7
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.
B - C 430 -2383
C - D 398 -1894
D - E 406 -1759
E - F 426 -1859
Chords Tens.Comp.
F - G 426 -1859
G - H 409 -1964
H - I 433 -2400
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - O 2058 -294O - N 2055 -295
N - M 1784 -197
Chords Tens.Comp.
M - L 1689 -182L - K 2075 -303
K - I 2077 -301
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - N 156 -498
D - N 1263 -235
Webs Tens.Comp.
N - E 216 -911
L - H 139 -445
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.129 F 999 240
VERT(CL):0.262 F 999 180
HORZ(LL):0.050 K - -
HORZ(TL):0.101 K - -
Creep Factor: 2.0
Max TC CSI:0.374
Max BC CSI:0.574
Max Web CSI:0.578
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A08
Ply: 1
Qty:1
SEQN:336056 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T10 /
DrwNo:025.21.1014.21747
/YK 01/25/2021
32'
6'3"4
6'3"4
12'
5'8"12
13'
1'
17'
4'
21'
4'
26'2"12
5'2"12
32'
5'9"4
6'3"4
6'3"4
12'
5'8"12
17'
5'
21'
4'
26'2"12
5'2"12
32'
5'9"41'6"1'6"
4"3 5'10"36'4"37'0"15A
B
C
D E F G
H
I
JKLMNO
6 12
3X6(A1)5X5
3X4
5X5
3X10
5X5 2X4
6X8
5X6
3X4
3X4
2X4 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
6-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/844 /254 /193
I 1418 /-/-/842 /256 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I Brg Width = 6.0 Min Req =1.7
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.
B - C 430 -2383
C - D 398 -1894
D - E 406 -1759
E - F 426 -1859
Chords Tens.Comp.
F - G 426 -1859
G - H 409 -1964
H - I 433 -2400
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - O 2058 -294O - N 2055 -295
N - M 1784 -197
Chords Tens.Comp.
M - L 1689 -182L - K 2075 -303
K - I 2077 -301
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - N 156 -498
D - N 1263 -235
Webs Tens.Comp.
N - E 216 -911
L - H 139 -445
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.129 F 999 240
VERT(CL):0.262 F 999 180
HORZ(LL):0.050 K - -
HORZ(TL):0.101 K - -
Creep Factor: 2.0
Max TC CSI:0.374
Max BC CSI:0.574
Max Web CSI:0.578
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A08
Ply: 1
Qty:1
SEQN:336056 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T10 /
DrwNo:025.21.1014.21747
/YK 01/25/2021
32'
6'3"4
6'3"4
12'
5'8"12
13'
1'
17'
4'
21'
4'
26'2"12
5'2"12
32'
5'9"4
6'3"4
6'3"4
12'
5'8"12
17'
5'
21'
4'
26'2"12
5'2"12
32'
5'9"41'6"1'6"
4"3 5'10"36'4"37'0"15A
B
C
D E F G
H
I
JKLMNO
6 12
3X6(A1)5X5
3X4
5X5
3X10
5X5 2X4
6X8
5X6
3X4
3X4
2X4 3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing H (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is5-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/838 /78 /164
H 1304 /-/-/749 /62 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
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 139 -2378
C - D 138 -1960
D - E 143 -1702
Chords Tens.Comp.
E - F 138 -1692
F - G 133 -1948
G - H 134 -2314
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2057 -135
L - K 2056 -136K - J 1831 -95
Chords Tens.Comp.
J - I 1992 -74
I - H 1993 -73
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 94 -422
D - K 533 0
Webs Tens.Comp.
J - F 522 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.121 E 999 240
VERT(CL):0.247 E 999 180
HORZ(LL):0.053 I - -
HORZ(TL):0.108 I - -
Creep Factor: 2.0
Max TC CSI:0.501
Max BC CSI:0.892
Max Web CSI:0.301
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A09
Ply: 1
Qty:1
SEQN:335987 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T24 /
DrwNo:025.21.1014.22327
/YK 01/25/2021
31'9"
5'9"4
5'9"4
11'
5'2"12
16'
5'
21'
5'
26'2"12
5'2"12
31'9"
5'6"4
5'9"4
5'9"4
11'
5'2"12
21'
10'
26'2"12
5'2"12
31'9"
5'6"41'6"
4"3 5"115'10"36'6"15A
B
C
D E F
G
H
IJKL
6
12
3X6(A1)2X4
3X4
4X5
6X8
3X4
6X8
4X5
3X4
2X4 4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing H (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is5-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/838 /78 /164
H 1304 /-/-/749 /62 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
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 139 -2378
C - D 138 -1960
D - E 143 -1702
Chords Tens.Comp.
E - F 138 -1692
F - G 133 -1948
G - H 134 -2314
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2057 -135
L - K 2056 -136K - J 1831 -95
Chords Tens.Comp.
J - I 1992 -74
I - H 1993 -73
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 94 -422
D - K 533 0
Webs Tens.Comp.
J - F 522 0
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.121 E 999 240
VERT(CL):0.247 E 999 180
HORZ(LL):0.053 I - -
HORZ(TL):0.108 I - -
Creep Factor: 2.0
Max TC CSI:0.501
Max BC CSI:0.892
Max Web CSI:0.301
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A09
Ply: 1
Qty:1
SEQN:335987 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T24 /
DrwNo:025.21.1014.22327
/YK 01/25/2021
31'9"
5'9"4
5'9"4
11'
5'2"12
16'
5'
21'
5'
26'2"12
5'2"12
31'9"
5'6"4
5'9"4
5'9"4
11'
5'2"12
21'
10'
26'2"12
5'2"12
31'9"
5'6"41'6"
4"3 5"115'10"36'6"15A
B
C
D E F
G
H
IJKL
6
12
3X6(A1)2X4
3X4
4X5
6X8
3X4
6X8
4X5
3X4
2X4 4X4(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
5-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/836 /257 /167
J 1418 /-/-/834 /258 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
J Brg Width = 6.0 Min Req =1.7
Bearings B & 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 436 -2411
C - D 419 -2038
D - E 443 -2011
E - F 478 -2211
Chords Tens.Comp.
F - G 474 -2194
G - H 474 -2194
H - I 414 -2124
I - J 472 -2396
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - P 2090 -309P - O 2088 -311
O - N 1763 -207
Chords Tens.Comp.
N - M 2245 -305M - L 1846 -219
L - J 2085 -342
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - O 120 -377
D - N 409 -65
N - E 784 -146
Webs Tens.Comp.
N - F 255 -1048
M - H 526 -114
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.142 F 999 240
VERT(CL):0.289 F 999 180
HORZ(LL):0.051 L - -
HORZ(TL):0.104 L - -
Creep Factor: 2.0
Max TC CSI:0.347
Max BC CSI:0.795
Max Web CSI:0.470
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A10
Ply: 1
Qty:1
SEQN:336053 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T6 /
DrwNo:025.21.1014.21997
/YK 01/25/2021
32'
5'3"4
5'3"4
10'
4'8"12
14'
4'
15'
1'
19'
4'
23'
4'
27'2"12
4'2"12
32'
4'9"4
5'3"4
5'3"4
10'
4'8"12
14'
4'
19'
5'
23'
4'
32'
9'1'6"1'6"
4"3 4'10"35'4"36'0"15A
B
C
D E F G H
I
J
KLMNOP
6 12
3X6(A1)2X4
3X4
5X6
5X5 3X10
5X5 5X5 2X4
6X8
5X6
3X4
2X4
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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
5-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/836 /257 /167
J 1418 /-/-/834 /258 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
J Brg Width = 6.0 Min Req =1.7
Bearings B & 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 436 -2411
C - D 419 -2038
D - E 443 -2011
E - F 478 -2211
Chords Tens.Comp.
F - G 474 -2194
G - H 474 -2194
H - I 414 -2124
I - J 472 -2396
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - P 2090 -309P - O 2088 -311
O - N 1763 -207
Chords Tens.Comp.
N - M 2245 -305M - L 1846 -219
L - J 2085 -342
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - O 120 -377
D - N 409 -65
N - E 784 -146
Webs Tens.Comp.
N - F 255 -1048
M - H 526 -114
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.142 F 999 240
VERT(CL):0.289 F 999 180
HORZ(LL):0.051 L - -
HORZ(TL):0.104 L - -
Creep Factor: 2.0
Max TC CSI:0.347
Max BC CSI:0.795
Max Web CSI:0.470
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A10
Ply: 1
Qty:1
SEQN:336053 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T6 /
DrwNo:025.21.1014.21997
/YK 01/25/2021
32'
5'3"4
5'3"4
10'
4'8"12
14'
4'
15'
1'
19'
4'
23'
4'
27'2"12
4'2"12
32'
4'9"4
5'3"4
5'3"4
10'
4'8"12
14'
4'
19'
5'
23'
4'
32'
9'1'6"1'6"
4"3 4'10"35'4"36'0"15A
B
C
D E F G H
I
J
KLMNOP
6 12
3X6(A1)2X4
3X4
5X6
5X5 3X10
5X5 5X5 2X4
6X8
5X6
3X4
2X4
3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing H (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/828 /90 /138
H 1304 /-/-/740 /74 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
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 187 -2378
C - D 160 -2124
D - E 225 -2306
Chords Tens.Comp.
E - F 225 -2306
F - G 159 -2093
G - H 182 -2320
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2066 -172
K - J 1856 -96
Chords Tens.Comp.
J - I 1832 -90
I - H 2001 -121
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 387 0D - J 537 -81
Webs Tens.Comp.
E - J 147 -465J - F 566 -83
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.144 E 999 240
VERT(CL):0.293 E 999 180
HORZ(LL):0.052 I - -
HORZ(TL):0.107 I - -
Creep Factor: 2.0
Max TC CSI:0.687
Max BC CSI:0.807
Max Web CSI:0.215
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A11
Ply: 1
Qty:1
SEQN:335982 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T23 /
DrwNo:025.21.1014.22108
/YK 01/25/2021
31'9"
4'9"4
4'9"4
9'
4'2"12
16'
7'
23'
7'
27'2"12
4'2"12
31'9"
4'6"4
9'
9'
16'
7'
23'
7'
31'9"
8'9"1'6"
4"3 5"114'10"35'6"15A
B
C
D E F
G
H
IJK
6 12
3X6(A1)
2X4
6X6
3X4
2X4
6X8
6X6
3X4
2X4
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing H (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/828 /90 /138
H 1304 /-/-/740 /74 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
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 187 -2378
C - D 160 -2124
D - E 225 -2306
Chords Tens.Comp.
E - F 225 -2306
F - G 159 -2093
G - H 182 -2320
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2066 -172
K - J 1856 -96
Chords Tens.Comp.
J - I 1832 -90
I - H 2001 -121
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 387 0D - J 537 -81
Webs Tens.Comp.
E - J 147 -465J - F 566 -83
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.144 E 999 240
VERT(CL):0.293 E 999 180
HORZ(LL):0.052 I - -
HORZ(TL):0.107 I - -
Creep Factor: 2.0
Max TC CSI:0.687
Max BC CSI:0.807
Max Web CSI:0.215
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A11
Ply: 1
Qty:1
SEQN:335982 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T23 /
DrwNo:025.21.1014.22108
/YK 01/25/2021
31'9"
4'9"4
4'9"4
9'
4'2"12
16'
7'
23'
7'
27'2"12
4'2"12
31'9"
4'6"4
9'
9'
16'
7'
23'
7'
31'9"
8'9"1'6"
4"3 5"114'10"35'6"15A
B
C
D E F
G
H
IJK
6 12
3X6(A1)
2X4
6X6
3X4
2X4
6X8
6X6
3X4
2X4
4X4(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
4-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/824 /260 /141
J 1418 /-/-/823 /260 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
J Brg Width = 6.0 Min Req =1.7
Bearings B & 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 470 -2416
C - D 420 -2192
D - E 405 -1943
E - F 523 -2565
Chords Tens.Comp.
F - G 566 -2811
G - H 534 -2617
H - I 534 -2617
I - J 435 -2337
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - O 2101 -346O - N 2367 -352
N - M 2885 -439
Chords Tens.Comp.
M - L 2011 -285L - J 2006 -287
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
D - O 700 -85
O - E 157 -616
N - F 1041 -183
Webs Tens.Comp.
N - G 272 -1165
M - I 809 -140
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.180 G 999 240
VERT(CL):0.365 G 999 180
HORZ(LL):0.057 L - -
HORZ(TL):0.115 L - -
Creep Factor: 2.0
Max TC CSI:0.589
Max BC CSI:0.792
Max Web CSI:0.397
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A12
Ply: 1
Qty:1
SEQN:336050 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T46 /
DrwNo:025.21.1014.21905
/YK 01/25/2021
32'
4'3"4
4'3"4
8'
3'8"12
12'
4'
16'
4'
17'
1'
21'
4'
25'
4'
32'
7'
8'
8'
16'
8'
21'
5'
25'
4'
32'
7'1'6"1'6"
4"3 3'10"34'4"35'0"15A
B
C
D E F G H I
J
KLMNO
6
12
3X6(A1)
2X4
4X5
3X8
3X4
6X8
5X5 5X5 2X4
3X8 5X5
6X6
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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
4-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/824 /260 /141
J 1418 /-/-/823 /260 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
J Brg Width = 6.0 Min Req =1.7
Bearings B & 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 470 -2416
C - D 420 -2192
D - E 405 -1943
E - F 523 -2565
Chords Tens.Comp.
F - G 566 -2811
G - H 534 -2617
H - I 534 -2617
I - J 435 -2337
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - O 2101 -346O - N 2367 -352
N - M 2885 -439
Chords Tens.Comp.
M - L 2011 -285L - J 2006 -287
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
D - O 700 -85
O - E 157 -616
N - F 1041 -183
Webs Tens.Comp.
N - G 272 -1165
M - I 809 -140
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.180 G 999 240
VERT(CL):0.365 G 999 180
HORZ(LL):0.057 L - -
HORZ(TL):0.115 L - -
Creep Factor: 2.0
Max TC CSI:0.589
Max BC CSI:0.792
Max Web CSI:0.397
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A12
Ply: 1
Qty:1
SEQN:336050 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T46 /
DrwNo:025.21.1014.21905
/YK 01/25/2021
32'
4'3"4
4'3"4
8'
3'8"12
12'
4'
16'
4'
17'
1'
21'
4'
25'
4'
32'
7'
8'
8'
16'
8'
21'
5'
25'
4'
32'
7'1'6"1'6"
4"3 3'10"34'4"35'0"15A
B
C
D E F G H I
J
KLMNO
6
12
3X6(A1)
2X4
4X5
3X8
3X4
6X8
5X5 5X5 2X4
3X8 5X5
6X6
3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing G (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/815 /261 /112
G 1304 /-/-/726 /233 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
G 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 438 -2336
C - D 573 -2796
D - E 577 -2810
Chords Tens.Comp.
E - F 577 -2810
F - G 431 -2288
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2007 -316
L - K 2012 -314K - J 2825 -466
Chords Tens.Comp.
J - I 2825 -466
I - H 1962 -307H - G 1958 -310
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 915 -163
Webs Tens.Comp.
I - F 983 -175
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.181 E 999 240
VERT(CL):0.370 E 999 180
HORZ(LL):0.054 H - -
HORZ(TL):0.111 H - -
Creep Factor: 2.0
Max TC CSI:0.547
Max BC CSI:0.698
Max Web CSI:0.374
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A13
Ply: 1
Qty:1
SEQN:335977 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T19 /
DrwNo:025.21.1014.21513
/YK 01/25/2021
31'9"
7'
7'
13'0"9
6'0"9
18'11"7
5'10"13
25'
6'0"9
31'9"
6'9"
7'
7'
13'0"9
6'0"9
18'11"7
5'10"13
25'
6'0"9
31'9"
6'9"1'6"
4"3 5"113'10"34'6"15A
B
C D E F
G
HIJKL
6 12
3X6(A1)
7X6
2X4 3X4
3X4
4X5
5X5
3X10 2X4
6X6
4X4(B1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=31'6" uses the followingsupport conditions: 31'6"
Bearing G (31'6", 10') HUS26Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1411 /-/-/815 /261 /112
G 1304 /-/-/726 /233 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
G 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 438 -2336
C - D 573 -2796
D - E 577 -2810
Chords Tens.Comp.
E - F 577 -2810
F - G 431 -2288
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 2007 -316
L - K 2012 -314K - J 2825 -466
Chords Tens.Comp.
J - I 2825 -466
I - H 1962 -307H - G 1958 -310
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 915 -163
Webs Tens.Comp.
I - F 983 -175
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.18 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.181 E 999 240
VERT(CL):0.370 E 999 180
HORZ(LL):0.054 H - -
HORZ(TL):0.111 H - -
Creep Factor: 2.0
Max TC CSI:0.547
Max BC CSI:0.698
Max Web CSI:0.374
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A13
Ply: 1
Qty:1
SEQN:335977 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T19 /
DrwNo:025.21.1014.21513
/YK 01/25/2021
31'9"
7'
7'
13'0"9
6'0"9
18'11"7
5'10"13
25'
6'0"9
31'9"
6'9"
7'
7'
13'0"9
6'0"9
18'11"7
5'10"13
25'
6'0"9
31'9"
6'9"1'6"
4"3 5"113'10"34'6"15A
B
C D E F
G
HIJKL
6 12
3X6(A1)
7X6
2X4 3X4
3X4
4X5
5X5
3X10 2X4
6X6
4X4(B1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
3-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/809 /262 /115
I 1418 /-/-/807 /262 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I Brg Width = 6.0 Min Req =1.7
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.
B - C 444 -2393
C - D 641 -3219
D - E 641 -3219
E - F 715 -3714
Chords Tens.Comp.
F - G 637 -3261
G - H 637 -3262
H - I 446 -2411
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - O 2068 -308O - N 2073 -305
N - M 3362 -537
Chords Tens.Comp.
M - L 3872 -642L - K 2092 -316
K - I 2089 -318
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - N 1285 -235
D - N 165 -385
E - M 1409 -213
Webs Tens.Comp.
M - F 289 -1395
F - L 136 -724
L - H 1386 -251
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.275 M 999 240
VERT(CL):0.558 M 682 180
HORZ(LL):0.065 K - -
HORZ(TL):0.132 K - -
Creep Factor: 2.0
Max TC CSI:0.603
Max BC CSI:0.904
Max Web CSI:0.537
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A14
Ply: 1
Qty:1
SEQN:336045 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T11 /
DrwNo:025.21.1014.21952
/YK 01/25/2021
32'
6'
6'
12'
6'
18'
6'
19'
1'
23'
4'
27'
4'
32'
5'
6'
6'
12'
6'
18'
6'
23'
5'
27'
4'
32'
5'1'6"1'6"
4"3 2'10"33'4"34'0"15A
B
C D E F G H
I
JKLMNO
6 12
3X6(A1)
6X8
5X5
2X4
4X8
7X6
5X6
5X5 2X4
4X10 2X4
6X8
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 flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
3-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1418 /-/-/809 /262 /115
I 1418 /-/-/807 /262 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.7
I Brg Width = 6.0 Min Req =1.7
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.
B - C 444 -2393
C - D 641 -3219
D - E 641 -3219
E - F 715 -3714
Chords Tens.Comp.
F - G 637 -3261
G - H 637 -3262
H - I 446 -2411
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - O 2068 -308O - N 2073 -305
N - M 3362 -537
Chords Tens.Comp.
M - L 3872 -642L - K 2092 -316
K - I 2089 -318
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
C - N 1285 -235
D - N 165 -385
E - M 1409 -213
Webs Tens.Comp.
M - F 289 -1395
F - L 136 -724
L - H 1386 -251
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.20 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.275 M 999 240
VERT(CL):0.558 M 682 180
HORZ(LL):0.065 K - -
HORZ(TL):0.132 K - -
Creep Factor: 2.0
Max TC CSI:0.603
Max BC CSI:0.904
Max Web CSI:0.537
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A14
Ply: 1
Qty:1
SEQN:336045 /SPEC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T11 /
DrwNo:025.21.1014.21952
/YK 01/25/2021
32'
6'
6'
12'
6'
18'
6'
19'
1'
23'
4'
27'
4'
32'
5'
6'
6'
12'
6'
18'
6'
23'
5'
27'
4'
32'
5'1'6"1'6"
4"3 2'10"33'4"34'0"15A
B
C D E F G H
I
JKLMNO
6 12
3X6(A1)
6X8
5X5
2X4
4X8
7X6
5X6
5X5 2X4
4X10 2X4
6X8
3X6(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.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 62 plf at -1.50 to 62 plf at 5.00TC: From 31 plf at 5.00 to 31 plf at 12.94TC: From 62 plf at 12.94 to 62 plf at 32.00
BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 12.94BC: From 20 plf at 12.94 to 20 plf at 32.00TC: 204 lb Conc. Load at 5.03TC: 127 lb Conc. Load at 7.06, 9.06,11.06BC: 215 lb Conc. Load at 5.03BC: 89 lb Conc. Load at 7.06, 9.06,11.06BC: 789 lb Conc. Load at 12.94
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2478 /-/-/-/511 /-
H 1790 /-/-/-/331 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 489 -2406
C - D 697 -3546
D - E 694 -3632
Chords Tens.Comp.
E - F 694 -3632
F - G 527 -2803
G - H 341 -1797
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 2130 -429
M - L 2138 -427L - K 3577 -710
Chords Tens.Comp.
K - J 2867 -544
J - I 1588 -294I - H 1584 -295
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - L 1546 -297
K - F 845 -166
Webs Tens.Comp.
F - J 142 -542
J - G 1334 -256
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.248 E 999 240
VERT(CL):0.500 E 760 180
HORZ(LL):0.045 C - -
HORZ(TL):0.091 C - -
Creep Factor: 2.0
Max TC CSI:0.736
Max BC CSI:0.427
Max Web CSI:0.589
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A15
Ply: 2
Qty:1
SEQN:336089 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T59 /
DrwNo:025.21.1014.22078
/YK 01/25/2021
2 Complete Trusses Required
32'
5'
5'
10'6"14
5'6"14
16'
5'5"2
21'5"2
5'5"2
27'
5'6"14
32'
5'
5'
5'
10'6"14
5'6"14
16'
5'5"2
21'5"2
5'5"2
27'
5'6"14
32'
5'1'6"
4"32'10"33'6"15A
B
C D E F G
H
IJKLM
6 12
3X6(A1)
6X8
2X4 7X6
3X4 5X5
3X8
3X4
7X6 2X4
6X8
3X5(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.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 62 plf at -1.50 to 62 plf at 5.00TC: From 31 plf at 5.00 to 31 plf at 12.94TC: From 62 plf at 12.94 to 62 plf at 32.00
BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 12.94BC: From 20 plf at 12.94 to 20 plf at 32.00TC: 204 lb Conc. Load at 5.03TC: 127 lb Conc. Load at 7.06, 9.06,11.06BC: 215 lb Conc. Load at 5.03BC: 89 lb Conc. Load at 7.06, 9.06,11.06BC: 789 lb Conc. Load at 12.94
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2478 /-/-/-/511 /-
H 1790 /-/-/-/331 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 489 -2406
C - D 697 -3546
D - E 694 -3632
Chords Tens.Comp.
E - F 694 -3632
F - G 527 -2803
G - H 341 -1797
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 2130 -429
M - L 2138 -427L - K 3577 -710
Chords Tens.Comp.
K - J 2867 -544
J - I 1588 -294I - H 1584 -295
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - L 1546 -297
K - F 845 -166
Webs Tens.Comp.
F - J 142 -542
J - G 1334 -256
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.248 E 999 240
VERT(CL):0.500 E 760 180
HORZ(LL):0.045 C - -
HORZ(TL):0.091 C - -
Creep Factor: 2.0
Max TC CSI:0.736
Max BC CSI:0.427
Max Web CSI:0.589
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A15
Ply: 2
Qty:1
SEQN:336089 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T59 /
DrwNo:025.21.1014.22078
/YK 01/25/2021
2 Complete Trusses Required
32'
5'
5'
10'6"14
5'6"14
16'
5'5"2
21'5"2
5'5"2
27'
5'6"14
32'
5'
5'
5'
10'6"14
5'6"14
16'
5'5"2
21'5"2
5'5"2
27'
5'6"14
32'
5'1'6"
4"32'10"33'6"15A
B
C D E F G
H
IJKLM
6 12
3X6(A1)
6X8
2X4 7X6
3X4 5X5
3X8
3X4
7X6 2X4
6X8
3X5(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 M-31; B1 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2462 /-/-/-/490 /-
K 2284 /-/-/-/440 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
K Brg Width = 6.0 Min Req =1.5
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.
B - C 450 -2300
C - D 546 -2909
D - E 596 -3159
E - F 798 -4523
F - G 798 -4523
Chords Tens.Comp.
G - H 830 -4699
H - I 686 -3875
I - J 686 -3875
J - K 390 -2113
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - R 2017 -389
R - Q 2024 -387
Q - P 3797 -709
P - O 4250 -753
Chords Tens.Comp.
O - N 5227 -925
N - M 1862 -338
M - K 1858 -340
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - Q 1133 -204
Q - D 1201 -173
Q - E 354 -1958
E - P 777 -95
Webs Tens.Comp.
G - O 1663 -240
O - H 317 -1798
H - N 256 -1449
N - J 2158 -374
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.441 F 863 240
VERT(CL):0.883 F 431 180
HORZ(LL):0.090 C - -
HORZ(TL):0.181 C - -
Creep Factor: 2.0
Max TC CSI:0.857
Max BC CSI:0.721
Max Web CSI:0.822
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A16
Ply: 2
Qty:1
SEQN:336042 /SPEC
FROM: CDM
Page 1 of 2
Cust: R215 JRef:1X2d2150004 T28 /
DrwNo:025.21.1014.21810
/YK 01/25/2021
2 Complete Trusses Required
B1
32'
5'
5'
8'4"
3'4"
9'4"
1'
14'8"
5'4"
20'
5'4"
21'
1'
25'
4'
29'
4'
32'
3'
5'
5'
8'4"
3'4"
14'8"
6'4"
20'
5'4"
25'
5'
29'
4'
32'
3'1'6"1'6"
4"3
1'10"3 2'4"32'10"33'6"15A
B
C D E F G H I J
K
LMNOPQR
6
12
4X4(A2)
6X6
2X4 6X8
4X55X6(SRS)2X4
3X8
7X6
6X8
6X6 2X4
4X12 2X4
6X12
3X5(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-31; B1 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2462 /-/-/-/490 /-
K 2284 /-/-/-/440 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
K Brg Width = 6.0 Min Req =1.5
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.
B - C 450 -2300
C - D 546 -2909
D - E 596 -3159
E - F 798 -4523
F - G 798 -4523
Chords Tens.Comp.
G - H 830 -4699
H - I 686 -3875
I - J 686 -3875
J - K 390 -2113
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - R 2017 -389
R - Q 2024 -387
Q - P 3797 -709
P - O 4250 -753
Chords Tens.Comp.
O - N 5227 -925
N - M 1862 -338
M - K 1858 -340
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - Q 1133 -204
Q - D 1201 -173
Q - E 354 -1958
E - P 777 -95
Webs Tens.Comp.
G - O 1663 -240
O - H 317 -1798
H - N 256 -1449
N - J 2158 -374
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.441 F 863 240
VERT(CL):0.883 F 431 180
HORZ(LL):0.090 C - -
HORZ(TL):0.181 C - -
Creep Factor: 2.0
Max TC CSI:0.857
Max BC CSI:0.721
Max Web CSI:0.822
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A16
Ply: 2
Qty:1
SEQN:336042 /SPEC
FROM: CDM
Page 1 of 2
Cust: R215 JRef:1X2d2150004 T28 /
DrwNo:025.21.1014.21810
/YK 01/25/2021
2 Complete Trusses Required
B1
32'
5'
5'
8'4"
3'4"
9'4"
1'
14'8"
5'4"
20'
5'4"
21'
1'
25'
4'
29'
4'
32'
3'
5'
5'
8'4"
3'4"
14'8"
6'4"
20'
5'4"
25'
5'
29'
4'
32'
3'1'6"1'6"
4"3
1'10"3 2'4"32'10"33'6"15A
B
C D E F G H I J
K
LMNOPQR
6
12
4X4(A2)
6X6
2X4 6X8
4X55X6(SRS)2X4
3X8
7X6
6X8
6X6 2X4
4X12 2X4
6X12
3X5(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at -1.50 to 62 plf at 5.00TC: From 31 plf at 5.00 to 31 plf at 29.00TC: From 62 plf at 29.00 to 62 plf at 33.50BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 28.97BC: From 20 plf at 28.97 to 20 plf at 32.00BC: From 4 plf at 32.00 to 4 plf at 33.50TC: 204 lb Conc. Load at 5.03, 8.30TC: 127 lb Conc. Load at 6.65TC: 109 lb Conc. Load at 13.94TC: 96 lb Conc. Load at 15.94,17.94TC: 261 lb Conc. Load at 19.97TC: 80 lb Conc. Load at 24.94
TC: 62 lb Conc. Load at 26.94TC: 102 lb Conc. Load at 28.97BC: 215 lb Conc. Load at 5.03, 8.30BC: 89 lb Conc. Load at 6.65BC: 223 lb Conc. Load at 13.40
BC: 74 lb Conc. Load at 13.94BC: 69 lb Conc. Load at 15.94,17.94BC: 173 lb Conc. Load at 19.97BC: 205 lb Conc. Load at 24.06BC: 54 lb Conc. Load at 24.94
BC: 49 lb Conc. Load at 26.94BC: 118 lb Conc. Load at 28.97
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A16
Ply: 2
Qty:1
SEQN:336042 /SPEC
FROM: CDM
Page 2 of 2
Cust: R215 JRef:1X2d2150004 T28 /
DrwNo:025.21.1014.21810
/YK 01/25/2021
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at -1.50 to 62 plf at 5.00TC: From 31 plf at 5.00 to 31 plf at 29.00TC: From 62 plf at 29.00 to 62 plf at 33.50BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 28.97BC: From 20 plf at 28.97 to 20 plf at 32.00BC: From 4 plf at 32.00 to 4 plf at 33.50TC: 204 lb Conc. Load at 5.03, 8.30TC: 127 lb Conc. Load at 6.65TC: 109 lb Conc. Load at 13.94TC: 96 lb Conc. Load at 15.94,17.94TC: 261 lb Conc. Load at 19.97TC: 80 lb Conc. Load at 24.94
TC: 62 lb Conc. Load at 26.94TC: 102 lb Conc. Load at 28.97BC: 215 lb Conc. Load at 5.03, 8.30BC: 89 lb Conc. Load at 6.65BC: 223 lb Conc. Load at 13.40
BC: 74 lb Conc. Load at 13.94BC: 69 lb Conc. Load at 15.94,17.94BC: 173 lb Conc. Load at 19.97BC: 205 lb Conc. Load at 24.06BC: 54 lb Conc. Load at 24.94
BC: 49 lb Conc. Load at 26.94BC: 118 lb Conc. Load at 28.97
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:A16
Ply: 2
Qty:1
SEQN:336042 /SPEC
FROM: CDM
Page 2 of 2
Cust: R215 JRef:1X2d2150004 T28 /
DrwNo:025.21.1014.21810
/YK 01/25/2021
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31; T2 2x4 SP #2;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.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 62 plf at -1.50 to 62 plf at 5.00TC: From 31 plf at 5.00 to 31 plf at 14.00TC: From 62 plf at 14.00 to 62 plf at 20.50
BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 13.97BC: From 20 plf at 13.97 to 20 plf at 19.00BC: From 4 plf at 19.00 to 4 plf at 20.50TC: 267 lb Conc. Load at 5.03,13.97TC: 147 lb Conc. Load at 7.06, 9.06, 9.94,11.94BC: 139 lb Conc. Load at 5.03,13.97BC: 57 lb Conc. Load at 7.06, 9.06, 9.94,11.94
Plating Notes
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1512 /-/-/-/340 /-
H 1512 /-/-/-/340 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 471 -2122
D - E 530 -2365
Chords Tens.Comp.
E - F 530 -2365
F - G 471 -2122
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
C - Q 1956 -431
Q - O 1982 -436
O - N 2012 -438
Chords Tens.Comp.
N - M 2012 -438
M - K 1982 -436
K - G 1956 -431
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - C 227 -1001Q - P 751 -161
Webs Tens.Comp.
L - K 751 -161G - J 227 -1001
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.292 E 769 240
VERT(CL):0.582 E 385 180
HORZ(LL):0.260 J - -
HORZ(TL):0.518 J - -
Creep Factor: 2.0
Max TC CSI:0.605
Max BC CSI:0.613
Max Web CSI:0.660
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B01
Ply: 2
Qty:1
SEQN:355161 HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T49
DrwNo:025.21.1037.17233
/YK 01/25/2021
2 Complete Trusses Required
T2
19'
1'9"12
6"8
(TYP)14'3"8
5'
5'
9'6"
4'6"
14'
4'6"
19'
5'
1'11"8
1'11"8
2'6"
6"8
5'
2'6"
9'6"
4'6"
14'
4'6"
16'6"
2'6"
17'0"8
6"8
19'
1'11"8
1'6"1'6"
4"31'2'10"33'6"15A
B
C
D E F
G
H
I
JKLMNO
PQR
6
12
2X4(A1)2X4
4X12(**)
2X4(**)
2.5X6
4X8
2X4
2X4
3X8 2X4
4X8
2.5X6
2X4(**)4X12(**)
2X4 2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31; T2 2x4 SP #2;Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.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 62 plf at -1.50 to 62 plf at 5.00TC: From 31 plf at 5.00 to 31 plf at 14.00TC: From 62 plf at 14.00 to 62 plf at 20.50
BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 13.97BC: From 20 plf at 13.97 to 20 plf at 19.00BC: From 4 plf at 19.00 to 4 plf at 20.50TC: 267 lb Conc. Load at 5.03,13.97TC: 147 lb Conc. Load at 7.06, 9.06, 9.94,11.94BC: 139 lb Conc. Load at 5.03,13.97BC: 57 lb Conc. Load at 7.06, 9.06, 9.94,11.94
Plating Notes
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1512 /-/-/-/340 /-
H 1512 /-/-/-/340 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 471 -2122
D - E 530 -2365
Chords Tens.Comp.
E - F 530 -2365
F - G 471 -2122
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
C - Q 1956 -431
Q - O 1982 -436
O - N 2012 -438
Chords Tens.Comp.
N - M 2012 -438
M - K 1982 -436
K - G 1956 -431
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - C 227 -1001Q - P 751 -161
Webs Tens.Comp.
L - K 751 -161G - J 227 -1001
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.292 E 769 240
VERT(CL):0.582 E 385 180
HORZ(LL):0.260 J - -
HORZ(TL):0.518 J - -
Creep Factor: 2.0
Max TC CSI:0.605
Max BC CSI:0.613
Max Web CSI:0.660
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B01
Ply: 2
Qty:1
SEQN:355161 HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T49
DrwNo:025.21.1037.17233
/YK 01/25/2021
2 Complete Trusses Required
T2
19'
1'9"12
6"8
(TYP)14'3"8
5'
5'
9'6"
4'6"
14'
4'6"
19'
5'
1'11"8
1'11"8
2'6"
6"8
5'
2'6"
9'6"
4'6"
14'
4'6"
16'6"
2'6"
17'0"8
6"8
19'
1'11"8
1'6"1'6"
4"31'2'10"33'6"15A
B
C
D E F
G
H
I
JKLMNO
PQR
6
12
2X4(A1)2X4
4X12(**)
2X4(**)
2.5X6
4X8
2X4
2X4
3X8 2X4
4X8
2.5X6
2X4(**)4X12(**)
2X4 2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31; T2 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1,W5 2x8 SP 2400f-2.0E;
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
3-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 887 /-/-/535 /164 /114
G 778 /-/-/450 /134 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
G Brg Width = 6.0 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 143 -730
C - D 267 -1529
D - E 292 -1441
Chords Tens.Comp.
E - F 270 -1537
F - G 155 -767
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 433 -71
C - J 1416 -170J - I 1422 -167
Chords Tens.Comp.
I - F 1430 -175
H - G 472 -83
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.589 H 380 240
VERT(CL):1.179 H 190 180
HORZ(LL):0.492 H - -
HORZ(TL):0.999 H - -
Creep Factor: 2.0
Max TC CSI:0.904
Max BC CSI:0.473
Max Web CSI:0.117
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B02
Ply: 1
Qty:1
SEQN:336082 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T56 /
DrwNo:025.21.1014.20920
/YK 01/25/2021
T2
W1 W5
19'
7'
7'
12'
5'
19'
7'
2'6"
2'6"
7'
4'6"
12'
5'
16'6"
4'6"
17'0"8
6"8
19'
1'11"8
1'6"
4"31'3'10"34'6"15A
B
C
D E
F
GHIJ
K
6 12
2X4(A1)
7X8
2X4
7X6
2X4 3X4
5X5
2X4
7X8
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31; T2 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1,W5 2x8 SP 2400f-2.0E;
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
3-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 887 /-/-/535 /164 /114
G 778 /-/-/450 /134 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
G Brg Width = 6.0 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 143 -730
C - D 267 -1529
D - E 292 -1441
Chords Tens.Comp.
E - F 270 -1537
F - G 155 -767
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 433 -71
C - J 1416 -170J - I 1422 -167
Chords Tens.Comp.
I - F 1430 -175
H - G 472 -83
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.589 H 380 240
VERT(CL):1.179 H 190 180
HORZ(LL):0.492 H - -
HORZ(TL):0.999 H - -
Creep Factor: 2.0
Max TC CSI:0.904
Max BC CSI:0.473
Max Web CSI:0.117
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B02
Ply: 1
Qty:1
SEQN:336082 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T56 /
DrwNo:025.21.1014.20920
/YK 01/25/2021
T2
W1 W5
19'
7'
7'
12'
5'
19'
7'
2'6"
2'6"
7'
4'6"
12'
5'
16'6"
4'6"
17'0"8
6"8
19'
1'11"8
1'6"
4"31'3'10"34'6"15A
B
C
D E
F
GHIJ
K
6 12
2X4(A1)
7X8
2X4
7X6
2X4 3X4
5X5
2X4
7X8
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31; T2 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1,W6 2x8 SP 2400f-2.0E;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=18'9" uses the followingsupport conditions: 18'9"
Bearing I (18'9", 10') LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 888 /-/-/538 /161 /139
I 777 /-/-/451 /132 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
I 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 141 -731
C - D 329 -1740
D - E 232 -1239
E - F 216 -1015
Chords Tens.Comp.
F - G 233 -1243
G - H 336 -1763
H - I 153 -775
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 434 -70C - L 1657 -244
L - K 1015 -58
Chords Tens.Comp.
K - H 1688 -253J - I 479 -83
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
D - L 221 -763
E - L 510 -73
Webs Tens.Comp.
F - K 528 -78
K - G 232 -800
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.470 J 477 240
VERT(CL):0.941 J 238 180
HORZ(LL):0.393 J - -
HORZ(TL):0.799 J - -
Creep Factor: 2.0
Max TC CSI:0.917
Max BC CSI:0.750
Max Web CSI:0.249
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B03
Ply: 1
Qty:1
SEQN:336079 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T61 /
DrwNo:025.21.1014.19779
/YK 01/25/2021
T2
W1 W6
19'
5'11"10
5'11"10
9'
3'0"6
10'
1'
13'0"6
3'0"6
19'
5'11"10
2'6"
2'6"
9'
6'6"
10'
1'
16'6"
6'6"
17'0"8
6"8
19'
1'11"8
1'6"
4"31'4'10"35'6"15A
B
C
D
E F
G
H
IJKL
M
6 12
2X4(A1)
7X10
2X4
2X4
4X4
3X4
4X4
3X4
2X4
2X4
7X10
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31; T2 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1,W6 2x8 SP 2400f-2.0E;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=18'9" uses the followingsupport conditions: 18'9"
Bearing I (18'9", 10') LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 888 /-/-/538 /161 /139
I 777 /-/-/451 /132 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
I 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 141 -731
C - D 329 -1740
D - E 232 -1239
E - F 216 -1015
Chords Tens.Comp.
F - G 233 -1243
G - H 336 -1763
H - I 153 -775
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - M 434 -70C - L 1657 -244
L - K 1015 -58
Chords Tens.Comp.
K - H 1688 -253J - I 479 -83
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
D - L 221 -763
E - L 510 -73
Webs Tens.Comp.
F - K 528 -78
K - G 232 -800
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.470 J 477 240
VERT(CL):0.941 J 238 180
HORZ(LL):0.393 J - -
HORZ(TL):0.799 J - -
Creep Factor: 2.0
Max TC CSI:0.917
Max BC CSI:0.750
Max Web CSI:0.249
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B03
Ply: 1
Qty:1
SEQN:336079 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T61 /
DrwNo:025.21.1014.19779
/YK 01/25/2021
T2
W1 W6
19'
5'11"10
5'11"10
9'
3'0"6
10'
1'
13'0"6
3'0"6
19'
5'11"10
2'6"
2'6"
9'
6'6"
10'
1'
16'6"
6'6"
17'0"8
6"8
19'
1'11"8
1'6"
4"31'4'10"35'6"15A
B
C
D
E F
G
H
IJKL
M
6 12
2X4(A1)
7X10
2X4
2X4
4X4
3X4
4X4
3X4
2X4
2X4
7X10
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1,W5 2x8 SP 2400f-2.0E;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=18'9" uses the followingsupport conditions: 18'9"
Bearing H (18'9", 10') LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is5-1-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 888 /-/-/537 /161 /146
H 777 /-/-/451 /131 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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 140 -731
C - D 339 -1781
D - E 213 -1176
Chords Tens.Comp.
E - F 214 -1178
F - G 346 -1805
G - H 153 -775
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 434 -69
C - J 1703 -256
Chords Tens.Comp.
J - G 1737 -266
I - H 479 -82
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - J 239 -821E - J 925 -119
Webs Tens.Comp.
J - F 249 -858
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.453 I 496 240
VERT(CL):0.907 I 247 180
HORZ(LL):0.381 I - -
HORZ(TL):0.773 I - -
Creep Factor: 2.0
Max TC CSI:0.918
Max BC CSI:0.952
Max Web CSI:0.352
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B04
Ply: 1
Qty:1
SEQN:336084 /COMN
FROM: CDM
Cust: R215 JRef:1X2d2150004 T47 /
DrwNo:025.21.1014.22185
/YK 01/25/2021
W1 W5
19'
5'8"11
5'8"11
9'6"
3'9"5
13'3"5
3'9"5
19'
5'8"11
2'6"
2'6"
9'6"
7'
16'6"
7'
17'0"8
6"8
19'
1'11"8
1'6"
4"31'5'1"35'9"15A
B
C
D
E
F
G
HIJ
K
6 12
2X4(A1)
7X10
2X4
2X4
4X4
3X8
2X4
2X4
7X10
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W1,W5 2x8 SP 2400f-2.0E;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=18'9" uses the followingsupport conditions: 18'9"
Bearing H (18'9", 10') LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is5-1-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 888 /-/-/537 /161 /146
H 777 /-/-/451 /131 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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 140 -731
C - D 339 -1781
D - E 213 -1176
Chords Tens.Comp.
E - F 214 -1178
F - G 346 -1805
G - H 153 -775
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 434 -69
C - J 1703 -256
Chords Tens.Comp.
J - G 1737 -266
I - H 479 -82
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - J 239 -821E - J 925 -119
Webs Tens.Comp.
J - F 249 -858
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.453 I 496 240
VERT(CL):0.907 I 247 180
HORZ(LL):0.381 I - -
HORZ(TL):0.773 I - -
Creep Factor: 2.0
Max TC CSI:0.918
Max BC CSI:0.952
Max Web CSI:0.352
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:B04
Ply: 1
Qty:1
SEQN:336084 /COMN
FROM: CDM
Cust: R215 JRef:1X2d2150004 T47 /
DrwNo:025.21.1014.22185
/YK 01/25/2021
W1 W5
19'
5'8"11
5'8"11
9'6"
3'9"5
13'3"5
3'9"5
19'
5'8"11
2'6"
2'6"
9'6"
7'
16'6"
7'
17'0"8
6"8
19'
1'11"8
1'6"
4"31'5'1"35'9"15A
B
C
D
E
F
G
HIJ
K
6 12
2X4(A1)
7X10
2X4
2X4
4X4
3X8
2X4
2X4
7X10
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W12 2x4 SP #2;Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 2.00TC: From 31 plf at 2.00 to 31 plf at 13.33
TC: From 62 plf at 13.33 to 62 plf at 15.33BC: From 10 plf at 0.00 to 10 plf at 15.33TC: 40 lb Conc. Load at 2.03,13.30TC: 21 lb Conc. Load at 4.06, 6.06, 7.67, 9.2711.27BC: 66 lb Conc. Load at 2.03,13.30BC: 1387 lb Conc. Load at 2.35, 4.35BC: 28 lb Conc. Load at 4.06, 6.06, 7.67, 9.2711.27BC: 1304 lb Conc. Load at 6.35, 8.35,10.35,12.3514.35
Plating Notes
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 4885 /-/-/-/302 /-
I 5624 /-/-/-/553 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =2.0
I Brg Width = 6.0 Min Req =2.3
Bearings A & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 294 -5047
B - C 421 -7781
C - D 546 -9921
D - E 621-10635
Chords Tens.Comp.
E - F 621 -10635
F - G 623 -9915
G - H 542 -7794
H - I 424 -5131
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - P 4531 -262P - O 4612 -264
O - N 8122 -446
N - M 10041 -562
Chords Tens.Comp.
M - L 10036 -628L - K 8131 -559
K - J 4713 -392
J - I 4628 -383
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - P 518 -9
B - O 3545 -176
O - C 79 -1091
C - N 2074 -115
N - D 52 -384
D - M 671 -67
Webs Tens.Comp.
M - F 676 0
F - L 14 -387
L - G 2057 -74
G - K 54 -1076
K - H 3447 -168
J - H 548 -61
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
18SS, WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.252 M 716 240
VERT(CL):0.503 M 358 180
HORZ(LL):0.040 B - -
HORZ(TL):0.079 B - -
Creep Factor: 2.0
Max TC CSI:0.686
Max BC CSI:0.781
Max Web CSI:0.800
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:C01
Ply: 2
Qty:1
SEQN:336011 /COMN
FROM: CDM
Cust: R215 JRef:1X2d2150004 T68 /
DrwNo:025.21.1014.22341
/YK 01/25/2021
2 Complete Trusses Required
T2
W2 W12
15'4"
2'
2'
3'11"13
1'11"13
5'9"15
1'10"1
7'8"
1'10"1
9'6"1
1'10"1
11'4"3
1'10"1
13'4"
1'11"13
15'4"
2'
3'11"13
3'11"13
5'9"15
1'10"1
7'8"
1'10"1
9'6"1
1'10"1
11'4"3
1'10"1
15'4"
3'11"13
4"31'4"3A
B C D E F G H
I
JKLMNOP
6 12
SS0310(C8)
4X4(C8)
SS0712
3X4(**)4X10
3X10
3X10
3X4 2X4
3X8
3X4
3X10
3X10
4X10 3X4(**)
SS0712
SS0310(C8)
4X4(C8)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W12 2x4 SP #2;Lt Wedge: 2x4 SP #3;Rt Wedge: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 2.00TC: From 31 plf at 2.00 to 31 plf at 13.33
TC: From 62 plf at 13.33 to 62 plf at 15.33BC: From 10 plf at 0.00 to 10 plf at 15.33TC: 40 lb Conc. Load at 2.03,13.30TC: 21 lb Conc. Load at 4.06, 6.06, 7.67, 9.2711.27BC: 66 lb Conc. Load at 2.03,13.30BC: 1387 lb Conc. Load at 2.35, 4.35BC: 28 lb Conc. Load at 4.06, 6.06, 7.67, 9.2711.27BC: 1304 lb Conc. Load at 6.35, 8.35,10.35,12.3514.35
Plating Notes
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 4885 /-/-/-/302 /-
I 5624 /-/-/-/553 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =2.0
I Brg Width = 6.0 Min Req =2.3
Bearings A & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 294 -5047
B - C 421 -7781
C - D 546 -9921
D - E 621-10635
Chords Tens.Comp.
E - F 621 -10635
F - G 623 -9915
G - H 542 -7794
H - I 424 -5131
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
A - P 4531 -262P - O 4612 -264
O - N 8122 -446
N - M 10041 -562
Chords Tens.Comp.
M - L 10036 -628L - K 8131 -559
K - J 4713 -392
J - I 4628 -383
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - P 518 -9
B - O 3545 -176
O - C 79 -1091
C - N 2074 -115
N - D 52 -384
D - M 671 -67
Webs Tens.Comp.
M - F 676 0
F - L 14 -387
L - G 2057 -74
G - K 54 -1076
K - H 3447 -168
J - H 548 -61
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
18SS, WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.252 M 716 240
VERT(CL):0.503 M 358 180
HORZ(LL):0.040 B - -
HORZ(TL):0.079 B - -
Creep Factor: 2.0
Max TC CSI:0.686
Max BC CSI:0.781
Max Web CSI:0.800
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:C01
Ply: 2
Qty:1
SEQN:336011 /COMN
FROM: CDM
Cust: R215 JRef:1X2d2150004 T68 /
DrwNo:025.21.1014.22341
/YK 01/25/2021
2 Complete Trusses Required
T2
W2 W12
15'4"
2'
2'
3'11"13
1'11"13
5'9"15
1'10"1
7'8"
1'10"1
9'6"1
1'10"1
11'4"3
1'10"1
13'4"
1'11"13
15'4"
2'
3'11"13
3'11"13
5'9"15
1'10"1
7'8"
1'10"1
9'6"1
1'10"1
11'4"3
1'10"1
15'4"
3'11"13
4"31'4"3A
B C D E F G H
I
JKLMNOP
6 12
SS0310(C8)
4X4(C8)
SS0712
3X4(**)4X10
3X10
3X10
3X4 2X4
3X8
3X4
3X10
3X10
4X10 3X4(**)
SS0712
SS0310(C8)
4X4(C8)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 61 plf at -1.50 to 61 plf at 5.00
TC: From 31 plf at 5.00 to 31 plf at 7.83TC: From 61 plf at 7.83 to 61 plf at 12.88BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 7.80
BC: From 20 plf at 7.80 to 20 plf at 12.88BC: From 80 plf at 12.88 to 80 plf at 13.17TC: 200 lb Conc. Load at 5.03, 7.80TC: 124 lb Conc. Load at 6.42BC: 211 lb Conc. Load at 5.03, 7.80
BC: 87 lb Conc. Load at 6.42
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-11-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1110 /-/-/-/231 /-
E 975 /-/-/-/184 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings B & E are a rigid surface.
Bearing E requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 464 -2403
C - D 444 -2400
Chords Tens.Comp.
D - E 490 -2506
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 2237 -422
G - F 2258 -418
Chords Tens.Comp.
F - E 2350 -451
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.082 F 999 240
VERT(CL):0.163 F 946 180
HORZ(LL):0.026 F - -
HORZ(TL):0.051 F - -
Creep Factor: 2.0
Max TC CSI:0.588
Max BC CSI:0.905
Max Web CSI:0.113
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:D01
Ply: 1
Qty:1
SEQN:336101 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T15 /
DrwNo:025.21.1014.21780
/YK 01/25/2021
13'2"
5'
5'
7'10"
2'10"
13'2"
5'4"
5'
5'
7'10"
2'10"
13'2"
5'4"1'6"
3"15 2"101'11"152'5"11A
B
C D
E
FG
4 12
2.5X6(A1)
4X6
2X4 3X4
4X4
2.5X6(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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 61 plf at -1.50 to 61 plf at 5.00
TC: From 31 plf at 5.00 to 31 plf at 7.83TC: From 61 plf at 7.83 to 61 plf at 12.88BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 5.03BC: From 10 plf at 5.03 to 10 plf at 7.80
BC: From 20 plf at 7.80 to 20 plf at 12.88BC: From 80 plf at 12.88 to 80 plf at 13.17TC: 200 lb Conc. Load at 5.03, 7.80TC: 124 lb Conc. Load at 6.42BC: 211 lb Conc. Load at 5.03, 7.80
BC: 87 lb Conc. Load at 6.42
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-11-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1110 /-/-/-/231 /-
E 975 /-/-/-/184 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings B & E are a rigid surface.
Bearing E requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 464 -2403
C - D 444 -2400
Chords Tens.Comp.
D - E 490 -2506
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 2237 -422
G - F 2258 -418
Chords Tens.Comp.
F - E 2350 -451
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.082 F 999 240
VERT(CL):0.163 F 946 180
HORZ(LL):0.026 F - -
HORZ(TL):0.051 F - -
Creep Factor: 2.0
Max TC CSI:0.588
Max BC CSI:0.905
Max Web CSI:0.113
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:D01
Ply: 1
Qty:1
SEQN:336101 /HIPS
FROM: CDM
Cust: R215 JRef:1X2d2150004 T15 /
DrwNo:025.21.1014.21780
/YK 01/25/2021
13'2"
5'
5'
7'10"
2'10"
13'2"
5'4"
5'
5'
7'10"
2'10"
13'2"
5'4"1'6"
3"15 2"101'11"152'5"11A
B
C D
E
FG
4 12
2.5X6(A1)
4X6
2X4 3X4
4X4
2.5X6(D1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AN 122 /-/-/-/-/-
U*108 /-/-/-/-/-
AN Brg Width = 7.5 Min Req =1.5
U Brg Width = 260 Min Req =-
Bearings AN & AM are a rigid surface.
Bearings AN & AM require a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 I 999 360
HORZ(LL):-0.002 A - -
HORZ(TL):0.003 A - -
Creep Factor: 2.0
Max TC CSI:0.082
Max BC CSI:0.019
Max Web CSI:0.033
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F01
Ply: 1
Qty:1
SEQN:354848 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T31 /
DrwNo:025.21.1014.22139
/YK 01/25/2021
B2
3"8
22'3"8
4"4
1'4"(TYP)
5"1'6"A K T
UAAAN
1.5X3
2X4
W=3X4
W=3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AN 122 /-/-/-/-/-
U*108 /-/-/-/-/-
AN Brg Width = 7.5 Min Req =1.5
U Brg Width = 260 Min Req =-
Bearings AN & AM are a rigid surface.
Bearings AN & AM require a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 I 999 360
HORZ(LL):-0.002 A - -
HORZ(TL):0.003 A - -
Creep Factor: 2.0
Max TC CSI:0.082
Max BC CSI:0.019
Max Web CSI:0.033
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F01
Ply: 1
Qty:1
SEQN:354848 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T31 /
DrwNo:025.21.1014.22139
/YK 01/25/2021
B2
3"8
22'3"8
4"4
1'4"(TYP)
5"1'6"A K T
UAAAN
1.5X3
2X4
W=3X4
W=3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1210 /-/-/-/-/-
O 1230 /-/-/-/-/-
W Brg Width = 7.5 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W & O are a rigid surface.
Bearing W requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2945
C - D 0 -2945
D - E 0 -4509
E - F 0 -4509
F - G 0 -4700
G - H 0 -4698
Chords Tens.Comp.
H - I 0 -4684
I - J 0 -4431
J - K 0 -4431
K - L 0 -2841
L - M 0 -2841
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 1647 0
V - U 3886 0
U - T 4737 0
T - S 4737 0
Chords Tens.Comp.
S - R 4698 0
R - Q 4473 0
Q - P 3815 0
P - O 1512 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
W -B 0 -1980
B - V 1560 0
V - D 0 -1131
D - U 749 0
U - F 37 -509
F - S 431 -459
H - R 11 -522
Webs Tens.Comp.
R - I 885 -136
I - Q 0 -561
Q - K 748 0
K - P 0 -1171
P - M 1597 0
M - O 0 -1878
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.484 S 541 480
VERT(CL):0.666 S 393 360
HORZ(LL):0.067 B - -
HORZ(TL):0.092 B - -
Creep Factor: 2.0
Max TC CSI:0.587
Max BC CSI:0.703
Max Web CSI:0.760
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F02
Ply: 1
Qty:5
SEQN:354849 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T30 /
DrwNo:025.21.1014.21014
/YK 01/25/2021
T23"8
22'3"8
3"2'2'0"12
(TYP)
6"12 8"12
2'1"8
1'10"8
3"
11'1"8
11'1"8
13'1"8
2'
22'3"8
9'2"1'6"+
A B C D E F G H I J K L M N
OPQRSTUVW
1.5X3
4X8
4X8
4X8
3X5
3X6 W=H0310
3X4
3X4
1.5X3 1.5X3
3X4
3X4
3X4
W=3X4
3X5
4X10
4X8 2X4
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1210 /-/-/-/-/-
O 1230 /-/-/-/-/-
W Brg Width = 7.5 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W & O are a rigid surface.
Bearing W requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2945
C - D 0 -2945
D - E 0 -4509
E - F 0 -4509
F - G 0 -4700
G - H 0 -4698
Chords Tens.Comp.
H - I 0 -4684
I - J 0 -4431
J - K 0 -4431
K - L 0 -2841
L - M 0 -2841
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 1647 0
V - U 3886 0
U - T 4737 0
T - S 4737 0
Chords Tens.Comp.
S - R 4698 0
R - Q 4473 0
Q - P 3815 0
P - O 1512 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
W -B 0 -1980
B - V 1560 0
V - D 0 -1131
D - U 749 0
U - F 37 -509
F - S 431 -459
H - R 11 -522
Webs Tens.Comp.
R - I 885 -136
I - Q 0 -561
Q - K 748 0
K - P 0 -1171
P - M 1597 0
M - O 0 -1878
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.484 S 541 480
VERT(CL):0.666 S 393 360
HORZ(LL):0.067 B - -
HORZ(TL):0.092 B - -
Creep Factor: 2.0
Max TC CSI:0.587
Max BC CSI:0.703
Max Web CSI:0.760
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F02
Ply: 1
Qty:5
SEQN:354849 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T30 /
DrwNo:025.21.1014.21014
/YK 01/25/2021
T23"8
22'3"8
3"2'2'0"12
(TYP)
6"12 8"12
2'1"8
1'10"8
3"
11'1"8
11'1"8
13'1"8
2'
22'3"8
9'2"1'6"+
A B C D E F G H I J K L M N
OPQRSTUVW
1.5X3
4X8
4X8
4X8
3X5
3X6 W=H0310
3X4
3X4
1.5X3 1.5X3
3X4
3X4
3X4
W=3X4
3X5
4X10
4X8 2X4
4X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1237 /-/-/-/-/-
O 1257 /-/-/-/-/-
W Brg Width = 7.5 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W & O are a rigid surface.
Bearing W requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -3028
C - D 0 -3028
D - E 0 -4670
E - F 0 -4670
F - G 0 -4670
G - H 0 -4935
Chords Tens.Comp.
H - I 0 -4934
I - J 0 -4921
J - K 0 -4613
K - L 0 -2992
L - M 0 -2992
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 1690 0
V - U 4010 0
U - T 4953 0
T - S 4934 0
Chords Tens.Comp.
S - R 4654 0
R - Q 4654 0
Q - P 3985 0
P - O 1642 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
W -B 0 -2031
B - V 1608 0
V - D 0 -1181
D - U 793 0
U - G 2 -561
G - T 488 -442
I - S 0 -433
Webs Tens.Comp.
S - J 817 -117
J - Q 0 -494
Q - K 763 0
K - P 0 -1194
P - M 1622 0
M - O 0 -1995
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.521 H 515 480
VERT(CL):0.716 H 374 360
HORZ(LL):0.075 B - -
HORZ(TL):0.103 B - -
Creep Factor: 2.0
Max TC CSI:0.624
Max BC CSI:0.691
Max Web CSI:0.772
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F03
Ply: 1
Qty:1
SEQN:354850 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T29 /
DrwNo:025.21.1014.22281
/YK 01/25/2021
T23"8
22'9"8
3"2'2'0"12(TYP)
6"12 1'1"4
2'1"8
2'3"
11'1"8
11'1"8
13'1"8
2'
22'9"8
9'8"1'6"++
A B C D E F G H I J K L M N
OPQRSTUVW
1.5X3
4X8
4X8
4X10
3X5
3X6
W=3X4
3X4
3X4
1.5X3 1.5X3
4X4W=H0310
4X4
3X4
3X5
4X10
4X8 2X4
4X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1237 /-/-/-/-/-
O 1257 /-/-/-/-/-
W Brg Width = 7.5 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W & O are a rigid surface.
Bearing W requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -3028
C - D 0 -3028
D - E 0 -4670
E - F 0 -4670
F - G 0 -4670
G - H 0 -4935
Chords Tens.Comp.
H - I 0 -4934
I - J 0 -4921
J - K 0 -4613
K - L 0 -2992
L - M 0 -2992
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 1690 0
V - U 4010 0
U - T 4953 0
T - S 4934 0
Chords Tens.Comp.
S - R 4654 0
R - Q 4654 0
Q - P 3985 0
P - O 1642 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
W -B 0 -2031
B - V 1608 0
V - D 0 -1181
D - U 793 0
U - G 2 -561
G - T 488 -442
I - S 0 -433
Webs Tens.Comp.
S - J 817 -117
J - Q 0 -494
Q - K 763 0
K - P 0 -1194
P - M 1622 0
M - O 0 -1995
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.521 H 515 480
VERT(CL):0.716 H 374 360
HORZ(LL):0.075 B - -
HORZ(TL):0.103 B - -
Creep Factor: 2.0
Max TC CSI:0.624
Max BC CSI:0.691
Max Web CSI:0.772
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F03
Ply: 1
Qty:1
SEQN:354850 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T29 /
DrwNo:025.21.1014.22281
/YK 01/25/2021
T23"8
22'9"8
3"2'2'0"12(TYP)
6"12 1'1"4
2'1"8
2'3"
11'1"8
11'1"8
13'1"8
2'
22'9"8
9'8"1'6"++
A B C D E F G H I J K L M N
OPQRSTUVW
1.5X3
4X8
4X8
4X10
3X5
3X6
W=3X4
3X4
3X4
1.5X3 1.5X3
4X4W=H0310
4X4
3X4
3X5
4X10
4X8 2X4
4X8
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31; B3 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Negative reaction(s) of -310# MAX. from a non-wind
load case requires uplift connection. See MaximumReactions.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AG 327 /-310 /-/-/-/-
AE 2287 /-/-/-/-/-
T 1092 /-/-/-/-/-
AG Brg Width = 4.7 Min Req =1.5
AE Brg Width = 8.0 Min Req =1.5
T Brg Width = 3.5 Min Req =1.5
Bearings AG, AE, & T are a rigid surface.
Bearing AE requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1116 -265
C - D 1116 -265
D - E 2578 0
E - F 2578 0
F - G 0 -913
G - H 0 -913
H - I 0 -3006
I - J 0 -3006
Chords Tens.Comp.
J - K 0 -3006
K - L 0 -3670
L - M 0 -3670
M - N 0 -3670
N - O 0 -3691
O - P 0 -2672
P - Q 0 -2672
Maximum Bot Chord Forces Per Ply(lbs)Chords Tens.Comp.
AG-AF 306 -524
AF-AE 0 -1834
AE-AD 0 -737
AD-AC 2119 0
AC-AB 2119 0
AB-AA 3597 0
Chords Tens.Comp.
AA- Z 3670 0
Z - Y 3670 0
Y - X 3704 0
X - W 3351 0
W -V 3351 0
V - U 1621 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
AG- B 630 -369
B -AF 0 -712
AF- D 1043 0
D -AE 0 -1276
AE- F 0 -2221
F -AD 1897 0
AD- H 0 -1458
H -AB 1075 0
AB- K 0 -866
Webs Tens.Comp.
K -AA 620 -199
L - Z 145 -437
Y - N 435 -477
X - O 468 0
O - V 0 -816
V - Q 1263 0
Q - U 0 -1666
U - S 1068 0
S - T 0 -1036
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.397 M 671 480
VERT(CL):0.549 M 486 360
HORZ(LL):0.038 U - -
HORZ(TL):0.052 U - -
Creep Factor: 2.0
Max TC CSI:0.492
Max BC CSI:0.957
Max Web CSI:0.903
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F04
Ply: 1
Qty:3
SEQN:354851 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T34 /
DrwNo:025.21.1014.19747
/YK 01/25/2021
B3
3"8
8'3"8 22'6"
3"
2'
2'0"12
(TYP)1'11"5"8 8"12
2'1"8
3"12
3"
30'9"8
19'1"8
19'1"8
21'1"8
2'
30'9"8
9'8"1'6"++
A B C D E F G H I J K L M N O P Q R S
TUVWXYZAAABACADAEAFAG
1.5X3
2.5X6
3X4
3X8
3X6
4X10
4X8
4X10 W=3X5
4X5 W=3X4
3X8
4X4
3X4(**)
1.5X3
1.5X3 3X4
3X4
3X4 W=H0308
3X4
4X8
4X6
6X8
4X5
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31; B3 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Negative reaction(s) of -310# MAX. from a non-wind
load case requires uplift connection. See MaximumReactions.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AG 327 /-310 /-/-/-/-
AE 2287 /-/-/-/-/-
T 1092 /-/-/-/-/-
AG Brg Width = 4.7 Min Req =1.5
AE Brg Width = 8.0 Min Req =1.5
T Brg Width = 3.5 Min Req =1.5
Bearings AG, AE, & T are a rigid surface.
Bearing AE requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1116 -265
C - D 1116 -265
D - E 2578 0
E - F 2578 0
F - G 0 -913
G - H 0 -913
H - I 0 -3006
I - J 0 -3006
Chords Tens.Comp.
J - K 0 -3006
K - L 0 -3670
L - M 0 -3670
M - N 0 -3670
N - O 0 -3691
O - P 0 -2672
P - Q 0 -2672
Maximum Bot Chord Forces Per Ply(lbs)Chords Tens.Comp.
AG-AF 306 -524
AF-AE 0 -1834
AE-AD 0 -737
AD-AC 2119 0
AC-AB 2119 0
AB-AA 3597 0
Chords Tens.Comp.
AA- Z 3670 0
Z - Y 3670 0
Y - X 3704 0
X - W 3351 0
W -V 3351 0
V - U 1621 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
AG- B 630 -369
B -AF 0 -712
AF- D 1043 0
D -AE 0 -1276
AE- F 0 -2221
F -AD 1897 0
AD- H 0 -1458
H -AB 1075 0
AB- K 0 -866
Webs Tens.Comp.
K -AA 620 -199
L - Z 145 -437
Y - N 435 -477
X - O 468 0
O - V 0 -816
V - Q 1263 0
Q - U 0 -1666
U - S 1068 0
S - T 0 -1036
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.397 M 671 480
VERT(CL):0.549 M 486 360
HORZ(LL):0.038 U - -
HORZ(TL):0.052 U - -
Creep Factor: 2.0
Max TC CSI:0.492
Max BC CSI:0.957
Max Web CSI:0.903
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F04
Ply: 1
Qty:3
SEQN:354851 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T34 /
DrwNo:025.21.1014.19747
/YK 01/25/2021
B3
3"8
8'3"8 22'6"
3"
2'
2'0"12
(TYP)1'11"5"8 8"12
2'1"8
3"12
3"
30'9"8
19'1"8
19'1"8
21'1"8
2'
30'9"8
9'8"1'6"++
A B C D E F G H I J K L M N O P Q R S
TUVWXYZAAABACADAEAFAG
1.5X3
2.5X6
3X4
3X8
3X6
4X10
4X8
4X10 W=3X5
4X5 W=3X4
3X8
4X4
3X4(**)
1.5X3
1.5X3 3X4
3X4
3X4 W=H0308
3X4
4X8
4X6
6X8
4X5
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=28'10"8 uses the followingsupport conditions: 28'10"8Bearing S (28'10"8, 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E
(4) 0.162"x3.5" nails into supportingmember,(4) 0.162"x3.5" nails into supportedmember.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -256# MAX. from a non-windload case requires uplift connection. See MaximumReactions.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 341 /-256 /-/-/-/-
AA 2135 /-/-/-/-/-
S 1009 /-/-/-/-/-
AC Brg Width = 4.7 Min Req =1.5
AA Brg Width = 8.0 Min Req =1.5
S Brg Width = -Min Req =-
Bearings AC & AA are a rigid surface.
Bearing AA requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 956 -306
C - D 956 -306
D - E 2270 0
E - F 2270 0
F - G 0 -929
G - H 0 -929
H - I 0 -2735
I - J 0 -2735
Chords Tens.Comp.
J - K 0 -2735
K - L 0 -3138
L - M 0 -3142
M - N 0 -3134
N - O 0 -3010
O - P 0 -1690
P - Q 0 -1690
Maximum Bot Chord Forces Per Ply(lbs)Chords Tens.Comp.
AC-AB 327 -444
AB-AA 0 -1593
AA- Z 0 -604
Z - Y 1989 0
Y - X 1989 0
Chords Tens.Comp.
X - W 3110 0
W -V 3142 0
V - U 3038 0
U - T 2524 0
T - S 503 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AC- B 533 -394
B -AB 0 -615
AB- D 947 0
D -AA 0 -1190
AA- F 0 -2045
F - Z 1717 0
Z - H 0 -1285
H - X 908 0
X - K 0 -566
Webs Tens.Comp.
K - W 500 -219
W -L 143 -380
V - N 570 -206
N - U 0 -376
U - O 590 0
O - T 0 -1003
T - Q 1427 0
Q - S 0 -1103
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.280 L 880 480
VERT(CL):0.393 L 628 360
HORZ(LL):0.025 S - -
HORZ(TL):0.034 S - -
Creep Factor: 2.0
Max TC CSI:0.448
Max BC CSI:0.443
Max Web CSI:0.818
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F05
Ply: 1
Qty:3
SEQN:354852 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T32 /
DrwNo:025.21.1014.20919
/YK 01/25/2021
3"8
8'3"8 20'10"
3"
2'
2'0"12(TYP)1'11"5"8 8"12
2'1"8
8"8
3"
29'1"8
19'1"8
19'1"8
21'1"8
2'
29'1"8
8'1'6"+
A B C D E F G H I J K L M N O P Q R
STUVWXYZAAABAC
1.5X3
2.5X6
3X4
3X8
3X6
4X8
4X8
4X10 W=3X5
3X5 W=3X4
4X6
3X4
3X4
1.5X3
3X4
3X4
3X4
3X4
4X8
5X62X4
3X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=28'10"8 uses the followingsupport conditions: 28'10"8Bearing S (28'10"8, 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E
(4) 0.162"x3.5" nails into supportingmember,(4) 0.162"x3.5" nails into supportedmember.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -256# MAX. from a non-windload case requires uplift connection. See MaximumReactions.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AC 341 /-256 /-/-/-/-
AA 2135 /-/-/-/-/-
S 1009 /-/-/-/-/-
AC Brg Width = 4.7 Min Req =1.5
AA Brg Width = 8.0 Min Req =1.5
S Brg Width = -Min Req =-
Bearings AC & AA are a rigid surface.
Bearing AA requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 956 -306
C - D 956 -306
D - E 2270 0
E - F 2270 0
F - G 0 -929
G - H 0 -929
H - I 0 -2735
I - J 0 -2735
Chords Tens.Comp.
J - K 0 -2735
K - L 0 -3138
L - M 0 -3142
M - N 0 -3134
N - O 0 -3010
O - P 0 -1690
P - Q 0 -1690
Maximum Bot Chord Forces Per Ply(lbs)Chords Tens.Comp.
AC-AB 327 -444
AB-AA 0 -1593
AA- Z 0 -604
Z - Y 1989 0
Y - X 1989 0
Chords Tens.Comp.
X - W 3110 0
W -V 3142 0
V - U 3038 0
U - T 2524 0
T - S 503 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AC- B 533 -394
B -AB 0 -615
AB- D 947 0
D -AA 0 -1190
AA- F 0 -2045
F - Z 1717 0
Z - H 0 -1285
H - X 908 0
X - K 0 -566
Webs Tens.Comp.
K - W 500 -219
W -L 143 -380
V - N 570 -206
N - U 0 -376
U - O 590 0
O - T 0 -1003
T - Q 1427 0
Q - S 0 -1103
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.280 L 880 480
VERT(CL):0.393 L 628 360
HORZ(LL):0.025 S - -
HORZ(TL):0.034 S - -
Creep Factor: 2.0
Max TC CSI:0.448
Max BC CSI:0.443
Max Web CSI:0.818
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F05
Ply: 1
Qty:3
SEQN:354852 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T32 /
DrwNo:025.21.1014.20919
/YK 01/25/2021
3"8
8'3"8 20'10"
3"
2'
2'0"12(TYP)1'11"5"8 8"12
2'1"8
8"8
3"
29'1"8
19'1"8
19'1"8
21'1"8
2'
29'1"8
8'1'6"+
A B C D E F G H I J K L M N O P Q R
STUVWXYZAAABAC
1.5X3
2.5X6
3X4
3X8
3X6
4X8
4X8
4X10 W=3X5
3X5 W=3X4
4X6
3X4
3X4
1.5X3
3X4
3X4
3X4
3X4
4X8
5X62X4
3X5
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 458 /-/-/-/-/-
G 478 /-/-/-/-/-
J Brg Width = 4.7 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings J & G are a rigid surface.
Bearing G requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -681
C - D 0 -685
Chords Tens.Comp.
D - E 0 -681
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
J - I 523 0
I - H 685 0
Chords Tens.Comp.
H - G 513 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - B 0 -629
Webs Tens.Comp.
E - G 0 -625
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 D 999 480
VERT(CL):0.039 D 999 360
HORZ(LL):0.005 G - -
HORZ(TL):0.007 G - -
Creep Factor: 2.0
Max TC CSI:0.300
Max BC CSI:0.319
Max Web CSI:0.163
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F06
Ply: 1
Qty:3
SEQN:354853 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T33 /
DrwNo:025.21.1014.19794
/YK 01/25/2021
3"8
8'7"8
3"2'
(TYP)
1'8"4 2'0"12 3"
4'
4'
4'3"
3"
8'7"8
4'4"8
1'6"A B C D E F
GHIJ
1.5X31X4
2.5X6
3X4
3X4
1X41X4
3X4
3X4 2X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 458 /-/-/-/-/-
G 478 /-/-/-/-/-
J Brg Width = 4.7 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings J & G are a rigid surface.
Bearing G requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -681
C - D 0 -685
Chords Tens.Comp.
D - E 0 -681
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
J - I 523 0
I - H 685 0
Chords Tens.Comp.
H - G 513 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - B 0 -629
Webs Tens.Comp.
E - G 0 -625
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 D 999 480
VERT(CL):0.039 D 999 360
HORZ(LL):0.005 G - -
HORZ(TL):0.007 G - -
Creep Factor: 2.0
Max TC CSI:0.300
Max BC CSI:0.319
Max Web CSI:0.163
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F06
Ply: 1
Qty:3
SEQN:354853 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T33 /
DrwNo:025.21.1014.19794
/YK 01/25/2021
3"8
8'7"8
3"2'
(TYP)
1'8"4 2'0"12 3"
4'
4'
4'3"
3"
8'7"8
4'4"8
1'6"A B C D E F
GHIJ
1.5X31X4
2.5X6
3X4
3X4
1X41X4
3X4
3X4 2X4
2.5X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 74 /-/-/-/-/-
P*101 /-/-/-/-/-
I 98 /-/-/-/-/-
P Brg Width = 4.7 Min Req =1.5
P Brg Width = 90.8 Min Req =-
I Brg Width = 8.0 Min Req =1.5
Bearings P, P, & J are a rigid surface.
Bearings P & J require a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 H 999 480
VERT(CL):-0.001 H 999 360
HORZ(LL):0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.122
Max BC CSI:0.025
Max Web CSI:0.037
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F07
Ply: 1
Qty:1
SEQN:354854 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T8 /
DrwNo:025.21.1014.22169
/YK 01/25/2021
3"8
4"12 7'6"12 8"
2"4
1'4"
(TYP)
3"
8'7"81'6"A H
IP
1.5X32X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 74 /-/-/-/-/-
P*101 /-/-/-/-/-
I 98 /-/-/-/-/-
P Brg Width = 4.7 Min Req =1.5
P Brg Width = 90.8 Min Req =-
I Brg Width = 8.0 Min Req =1.5
Bearings P, P, & J are a rigid surface.
Bearings P & J require a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.000 H 999 480
VERT(CL):-0.001 H 999 360
HORZ(LL):0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.122
Max BC CSI:0.025
Max Web CSI:0.037
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F07
Ply: 1
Qty:1
SEQN:354854 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T8 /
DrwNo:025.21.1014.22169
/YK 01/25/2021
3"8
4"12 7'6"12 8"
2"4
1'4"
(TYP)
3"
8'7"81'6"A H
IP
1.5X32X4
3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 56 /-/-/-/-/-
H*107 /-/-/-/-/-
N Brg Width = 4.7 Min Req =1.5
H Brg Width = 90.8 Min Req =-
Bearings N & N are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 G 999 480
VERT(CL):0.001 G 999 360
HORZ(LL):-0.000 G - -
HORZ(TL):0.000 G - -
Creep Factor: 2.0
Max TC CSI:0.104
Max BC CSI:0.021
Max Web CSI:0.034
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F08
Ply: 1
Qty:1
SEQN:354855 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T35 /
DrwNo:025.21.1014.21591
/YK 01/25/2021
3"8
7'11"8
1'2"4
1'4"
(TYP)
1'3"1'6"A G
HN
1.5X3
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 56 /-/-/-/-/-
H*107 /-/-/-/-/-
N Brg Width = 4.7 Min Req =1.5
H Brg Width = 90.8 Min Req =-
Bearings N & N are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 G 999 480
VERT(CL):0.001 G 999 360
HORZ(LL):-0.000 G - -
HORZ(TL):0.000 G - -
Creep Factor: 2.0
Max TC CSI:0.104
Max BC CSI:0.021
Max Web CSI:0.034
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F08
Ply: 1
Qty:1
SEQN:354855 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T35 /
DrwNo:025.21.1014.21591
/YK 01/25/2021
3"8
7'11"8
1'2"4
1'4"
(TYP)
1'3"1'6"A G
HN
1.5X3
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1033 /-/-/-/-/-
M 1053 /-/-/-/-/-
T Brg Width = 7.5 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
Bearings T & M are a rigid surface.
Bearing T requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2365
C - D 0 -2365
D - E 0 -3423
E - F 0 -3391
F - G 0 -3391
Chords Tens.Comp.
G - H 0 -3393
H - I 0 -3379
I - J 0 -2334
J - K 0 -2334
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
T - S 1310 0
S - R 3064 0
R - Q 3437 0
Q - P 3393 0
Chords Tens.Comp.
P - O 3045 0
O - N 3045 0
N - M 1266 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - B 0 -1607
B - S 1267 0
S - D 0 -840
D - R 443 0
E - Q 382 -383
Webs Tens.Comp.
H - P 0 -394
P - I 719 0
I - N 0 -855
N - K 1283 0
K - M 0 -1573
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.308 G 727 480
VERT(CL):0.395 Q 566 360
HORZ(LL):0.048 B - -
HORZ(TL):0.065 B - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.633
Max Web CSI:0.611
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F09
Ply: 1
Qty:8
SEQN:354865 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T2 /
DrwNo:025.21.1014.19966
/YK 01/25/2021
T23"8
19'1"
3"
1'10"8
2'0"12(TYP)2'1"8
1'1"
1'3"1'10"8
3"
9'6"4
9'6"4
11'6"4
2'
19'1"
7'6"12
1'6"+
A B C D E F G H I J K L
MNOPQRST
1.5X31X4
4X6
4X6 1X4
4X8
W=3X41X4 1.5X3
W=H0308
3X5 1X4
4X8
4X6 2X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility 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; T2 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1033 /-/-/-/-/-
M 1053 /-/-/-/-/-
T Brg Width = 7.5 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
Bearings T & M are a rigid surface.
Bearing T requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2365
C - D 0 -2365
D - E 0 -3423
E - F 0 -3391
F - G 0 -3391
Chords Tens.Comp.
G - H 0 -3393
H - I 0 -3379
I - J 0 -2334
J - K 0 -2334
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
T - S 1310 0
S - R 3064 0
R - Q 3437 0
Q - P 3393 0
Chords Tens.Comp.
P - O 3045 0
O - N 3045 0
N - M 1266 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - B 0 -1607
B - S 1267 0
S - D 0 -840
D - R 443 0
E - Q 382 -383
Webs Tens.Comp.
H - P 0 -394
P - I 719 0
I - N 0 -855
N - K 1283 0
K - M 0 -1573
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.308 G 727 480
VERT(CL):0.395 Q 566 360
HORZ(LL):0.048 B - -
HORZ(TL):0.065 B - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.633
Max Web CSI:0.611
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F09
Ply: 1
Qty:8
SEQN:354865 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T2 /
DrwNo:025.21.1014.19966
/YK 01/25/2021
T23"8
19'1"
3"
1'10"8
2'0"12(TYP)2'1"8
1'1"
1'3"1'10"8
3"
9'6"4
9'6"4
11'6"4
2'
19'1"
7'6"12
1'6"+
A B C D E F G H I J K L
MNOPQRST
1.5X31X4
4X6
4X6 1X4
4X8
W=3X41X4 1.5X3
W=H0308
3X5 1X4
4X8
4X6 2X4
3X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W11 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 330 plf at 0.12 to 330 plf at 13.13
BC: From 10 plf at 0.00 to 10 plf at 13.13
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 2179 /-/-/-/-/-
I 2243 /-/-/-/-/-
N Brg Width = 7.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings N & I are a rigid surface.
Bearing N requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -4357
C - D 0 -4357
D - E 0 -4995
Chords Tens.Comp.
E - F 0 -4320
F - G 0 -4320
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2645 0
M - L 4995 0L - K 4995 0
Chords Tens.Comp.
K - J 4995 0
J - I 2568 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -3244
B - M 2058 0
C - M 0 -695
M - D 0 -863
Webs Tens.Comp.
E - J 0 -902
F - J 0 -699
J - G 2106 0
G - I 0 -3194
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.189 L 804 480
VERT(CL):0.330 L 461 360
HORZ(LL):0.031 I - -
HORZ(TL):0.053 I - -
Creep Factor: 2.0
Max TC CSI:0.471
Max BC CSI:0.658
Max Web CSI:0.980
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F10
Ply: 1
Qty:1
SEQN:354857 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T12 /
DrwNo:025.21.1014.21419
/YK 01/25/2021
W11
3"8
13'1"8
3"
1'10"8
2'0"12
(TYP)
1'10"8
3"
6'4"8
6'4"8
6'9"
4"8
13'1"8
6'4"8
1'6"+
A B C D E F G H
IJKLMN
1.5X31X4
6X8
5X10 2X4
4X12
3X4
1X41X4
3X4 2X4
4X12
5X10 2X4
6X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 4x2 SP M-31;Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W11 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 330 plf at 0.12 to 330 plf at 13.13
BC: From 10 plf at 0.00 to 10 plf at 13.13
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 2179 /-/-/-/-/-
I 2243 /-/-/-/-/-
N Brg Width = 7.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings N & I are a rigid surface.
Bearing N requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -4357
C - D 0 -4357
D - E 0 -4995
Chords Tens.Comp.
E - F 0 -4320
F - G 0 -4320
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
N - M 2645 0
M - L 4995 0L - K 4995 0
Chords Tens.Comp.
K - J 4995 0
J - I 2568 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
N - B 0 -3244
B - M 2058 0
C - M 0 -695
M - D 0 -863
Webs Tens.Comp.
E - J 0 -902
F - J 0 -699
J - G 2106 0
G - I 0 -3194
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.189 L 804 480
VERT(CL):0.330 L 461 360
HORZ(LL):0.031 I - -
HORZ(TL):0.053 I - -
Creep Factor: 2.0
Max TC CSI:0.471
Max BC CSI:0.658
Max Web CSI:0.980
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F10
Ply: 1
Qty:1
SEQN:354857 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T12 /
DrwNo:025.21.1014.21419
/YK 01/25/2021
W11
3"8
13'1"8
3"
1'10"8
2'0"12
(TYP)
1'10"8
3"
6'4"8
6'4"8
6'9"
4"8
13'1"8
6'4"8
1'6"+
A B C D E F G H
IJKLMN
1.5X31X4
6X8
5X10 2X4
4X12
3X4
1X41X4
3X4 2X4
4X12
5X10 2X4
6X8
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing J (0', 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 486 /-/-/-/-/-
G 486 /-/-/-/-/-
J Brg Width = -Min Req =-
G Brg Width = 3.5 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -706
C - D 0 -711
Chords Tens.Comp.
D - E 0 -707
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
J - I 523 0
I - H 711 0
Chords Tens.Comp.
H - G 524 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - B 0 -637
Webs Tens.Comp.
E - G 0 -639
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 D 999 480
VERT(CL):0.040 D 999 360
HORZ(LL):0.005 G - -
HORZ(TL):0.007 G - -
Creep Factor: 2.0
Max TC CSI:0.299
Max BC CSI:0.326
Max Web CSI:0.165
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F11
Ply: 1
Qty:6
SEQN:354858 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T22 /
DrwNo:025.21.1014.21109
/YK 01/25/2021
8'10"
3"2'
(TYP)
1'10"12 2'0"12 3"
4'2"8
4'2"8
4'5"8
3"
8'10"
4'4"8
1'6"A B C D E F
GHIJ
2X4
2.5X6
3X4
3X4
1X41X4
3X4
3X4 2X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=0' uses the followingsupport conditions: 0'
Bearing J (0', 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 486 /-/-/-/-/-
G 486 /-/-/-/-/-
J Brg Width = -Min Req =-
G Brg Width = 3.5 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -706
C - D 0 -711
Chords Tens.Comp.
D - E 0 -707
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
J - I 523 0
I - H 711 0
Chords Tens.Comp.
H - G 524 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - B 0 -637
Webs Tens.Comp.
E - G 0 -639
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 D 999 480
VERT(CL):0.040 D 999 360
HORZ(LL):0.005 G - -
HORZ(TL):0.007 G - -
Creep Factor: 2.0
Max TC CSI:0.299
Max BC CSI:0.326
Max Web CSI:0.165
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F11
Ply: 1
Qty:6
SEQN:354858 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T22 /
DrwNo:025.21.1014.21109
/YK 01/25/2021
8'10"
3"2'
(TYP)
1'10"12 2'0"12 3"
4'2"8
4'2"8
4'5"8
3"
8'10"
4'4"8
1'6"A B C D E F
GHIJ
2X4
2.5X6
3X4
3X4
1X41X4
3X4
3X4 2X4
2.5X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=5'3" uses the followingsupport conditions: 5'3"
Bearing F (5'3", 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 286 /-/-/-/-/-
F 307 /-/-/-/-/-
I Brg Width = 7.5 Min Req =1.5
F Brg Width = -Min Req =-
Bearing I is a rigid surface.
Bearing I requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 B 999 480
VERT(CL):0.011 B 999 360
HORZ(LL):0.002 F - -
HORZ(TL):0.002 F - -
Creep Factor: 2.0
Max TC CSI:0.231
Max BC CSI:0.124
Max Web CSI:0.081
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F12
Ply: 1
Qty:3
SEQN:354859 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T20 /
DrwNo:025.21.1014.20872
/YK 01/25/2021
3"8
5'6"
3"1'10"8
(TYP)
9"12 3"
2'3"
2'3"
2'6"
3"
5'6"
3'1'6"A B C D E
FGHI
1.5X31X4
2.5X6
3X4
1X4
1X4
3X4
3X4 2X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=5'3" uses the followingsupport conditions: 5'3"
Bearing F (5'3", 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 286 /-/-/-/-/-
F 307 /-/-/-/-/-
I Brg Width = 7.5 Min Req =1.5
F Brg Width = -Min Req =-
Bearing I is a rigid surface.
Bearing I requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 B 999 480
VERT(CL):0.011 B 999 360
HORZ(LL):0.002 F - -
HORZ(TL):0.002 F - -
Creep Factor: 2.0
Max TC CSI:0.231
Max BC CSI:0.124
Max Web CSI:0.081
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F12
Ply: 1
Qty:3
SEQN:354859 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T20 /
DrwNo:025.21.1014.20872
/YK 01/25/2021
3"8
5'6"
3"1'10"8
(TYP)
9"12 3"
2'3"
2'3"
2'6"
3"
5'6"
3'1'6"A B C D E
FGHI
1.5X31X4
2.5X6
3X4
1X4
1X4
3X4
3X4 2X4
2.5X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=3'9"8 ,y=10' uses the followingsupport conditions: 3'9"8
Bearing E (3'9"8, 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 206 /-/-/-/-/-
E 227 /-/-/-/-/-
H Brg Width = 7.5 Min Req =1.5
E Brg Width = -Min Req =-
Bearing H is a rigid surface.
Bearing H requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 C 999 480
VERT(CL):0.007 C 999 360
HORZ(LL):-0.001 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.227
Max BC CSI:0.119
Max Web CSI:0.048
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F13
Ply: 1
Qty:3
SEQN:354860 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T26 /
DrwNo:025.21.1014.22263
/YK 01/25/2021
3"8
4'0"8
3"
1'2"
1'10"8 3"
1'6"8
1'6"8
1'9"8
3"
4'0"8
2'3"1'6"A B C D
EFGH
1.5X31X4
2.5X6
3X4
1X41X4
3X4 2X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=3'9"8 ,y=10' uses the followingsupport conditions: 3'9"8
Bearing E (3'9"8, 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 206 /-/-/-/-/-
E 227 /-/-/-/-/-
H Brg Width = 7.5 Min Req =1.5
E Brg Width = -Min Req =-
Bearing H is a rigid surface.
Bearing H requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 C 999 480
VERT(CL):0.007 C 999 360
HORZ(LL):-0.001 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.227
Max BC CSI:0.119
Max Web CSI:0.048
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F13
Ply: 1
Qty:3
SEQN:354860 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T26 /
DrwNo:025.21.1014.22263
/YK 01/25/2021
3"8
4'0"8
3"
1'2"
1'10"8 3"
1'6"8
1'6"8
1'9"8
3"
4'0"8
2'3"1'6"A B C D
EFGH
1.5X31X4
2.5X6
3X4
1X41X4
3X4 2X4
2.5X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=7'3" uses the followingsupport conditions: 7'3"
Bearing G (7'3", 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1261 /-/-/-/-/-
G 121 /-172 /-/-/-/-
J Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing J is a rigid surface.
Bearing J requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 908 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 0 -843
Chords Tens.Comp.
J - I 66 -493
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - K 0 -516
K - B 1016 0
B - J 0 -827
Webs Tens.Comp.
J - C 0 -739
C - I 471 0
E - G 408 -107
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 A 647 480
VERT(CL):0.074 A 350 360
HORZ(LL):-0.010 A - -
HORZ(TL):0.020 A - -
Creep Factor: 2.0
Max TC CSI:0.603
Max BC CSI:0.191
Max Web CSI:0.387
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F14
Ply: 1
Qty:8
SEQN:354861 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T9 /
DrwNo:025.21.1014.21560
/YK 01/25/2021
3"8
3"8
1'11"8 5'6"8
2'0"8 2'2"4 7"2'
7'6"
2'2"12
2'2"12
5'
2'9"4
5'3"
3"
7'6"
2'3"1'6"A B C D E F
GHI
J
K
1X4
1X4
1.5X3
3X4
3X6
2.5X6
3X4
3X4
1X4
1X4
3X4 1X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=7'3" uses the followingsupport conditions: 7'3"
Bearing G (7'3", 10') HUS46Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(4) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1261 /-/-/-/-/-
G 121 /-172 /-/-/-/-
J Brg Width = 8.0 Min Req =1.5
G Brg Width = -Min Req =-
Bearing J is a rigid surface.
Bearing J requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 908 0
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
K - J 0 -843
Chords Tens.Comp.
J - I 66 -493
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - K 0 -516
K - B 1016 0
B - J 0 -827
Webs Tens.Comp.
J - C 0 -739
C - I 471 0
E - G 408 -107
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 A 647 480
VERT(CL):0.074 A 350 360
HORZ(LL):-0.010 A - -
HORZ(TL):0.020 A - -
Creep Factor: 2.0
Max TC CSI:0.603
Max BC CSI:0.191
Max Web CSI:0.387
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F14
Ply: 1
Qty:8
SEQN:354861 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T9 /
DrwNo:025.21.1014.21560
/YK 01/25/2021
3"8
3"8
1'11"8 5'6"8
2'0"8 2'2"4 7"2'
7'6"
2'2"12
2'2"12
5'
2'9"4
5'3"
3"
7'6"
2'3"1'6"A B C D E F
GHI
J
K
1X4
1X4
1.5X3
3X4
3X6
2.5X6
3X4
3X4
1X4
1X4
3X4 1X4
3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F*107 /-/-/-/-/-
F Brg Width = 58.5 Min Req =-
Bearing J is a rigid surface.
Bearing J requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 E 999 480
VERT(CL):0.000 E 999 360
HORZ(LL):-0.000 E - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.092
Max BC CSI:0.019
Max Web CSI:0.031
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F15
Ply: 1
Qty:1
SEQN:354862 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T21 /
DrwNo:025.21.1014.22076
/YK 01/25/2021
3"8
4'10"8
11"12
1'4"
(TYP)
1'0"8
1'6"A E
FJ
1.5X3
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F*107 /-/-/-/-/-
F Brg Width = 58.5 Min Req =-
Bearing J is a rigid surface.
Bearing J requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 E 999 480
VERT(CL):0.000 E 999 360
HORZ(LL):-0.000 E - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.092
Max BC CSI:0.019
Max Web CSI:0.031
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:F15
Ply: 1
Qty:1
SEQN:354862 /SY42
FROM: CDM
Cust: R215 JRef:1X2d2150004 T21 /
DrwNo:025.21.1014.22076
/YK 01/25/2021
3"8
4'10"8
11"12
1'4"
(TYP)
1'0"8
1'6"A E
FJ
1.5X3
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 19.83BC: From 5 plf at 0.00 to 5 plf at 19.83TC: 307 lb Conc. Load at 2.23, 4.23
TC: 121 lb Conc. Load at 6.23, 7.23, 9.35,11.3513.35,15.35,17.35,19.27
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1421 /-/-/-/92 /-
K 1254 /-/-/-/91 /-
Wind reactions based on MWFRS
T Brg Width = 8.0 Min Req =1.5
K Brg Width = 3.5 Min Req =1.5
Bearings T & K are a rigid surface.
Bearing T requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 71 -1183
B - C 149 -2308
C - D 151 -2343
D - E 188 -2739
E - F 177 -2490
Chords Tens.Comp.
F - G 178 -2497
G - H 176 -2475
H - I 129 -1772
I - J 72 -988
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
S - R 1378 -84
R - Q 2343 -151
Q - P 2381 -155
P - O 2742 -190
Chords Tens.Comp.
O - N 2497 -178
N - M 1886 -138
M - L 1126 -83
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - T 44 -653
A - S 1324 -79
S - B 53 -777
B - R 1084 -75
D - P 417 -39
N - H 687 -45
Webs Tens.Comp.
H - M 35 -454
M - I 752 -53
I - L 44 -551
L - J 1105 -81
J - K 44 -584
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.225 E 999 240
VERT(CL):0.310 E 768 180
HORZ(LL):0.033 A - -
HORZ(TL):0.045 A - -
Creep Factor: 2.0
Max TC CSI:0.375
Max BC CSI:0.359
Max Web CSI:0.631
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG01
Ply: 2
Qty:1
SEQN:355155 FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T16
DrwNo:025.21.1037.34600
/YK 01/25/2021
2 Complete Trusses Required
19'10"
2'5"9
2'5"9
4'5"14
2'0"5
6'9"11
2'3"13
8'11"12
2'2"1
11'
2'0"5
13'2"1
2'2"1
15'2"6
2'0"5
17'4"7
2'2"1
19'10"
2'5"9
2'2"1
2'2"1
4'4"2
2'2"1
6'7"15
2'3"13
8'8"4
2'0"5
10'10"4
2'2"1
13'3"13
2'5"9
15'5"14
2'2"1
17'7"15
2'2"1
19'10"
2'2"11'6"A B C D E F G H I J
KLMNOPQRST
4X5
2X4 4X5
4X4
4X4
2X4
2X4 7X6
5X5 2X4
4X4
4X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 19.83BC: From 5 plf at 0.00 to 5 plf at 19.83TC: 307 lb Conc. Load at 2.23, 4.23
TC: 121 lb Conc. Load at 6.23, 7.23, 9.35,11.3513.35,15.35,17.35,19.27
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1421 /-/-/-/92 /-
K 1254 /-/-/-/91 /-
Wind reactions based on MWFRS
T Brg Width = 8.0 Min Req =1.5
K Brg Width = 3.5 Min Req =1.5
Bearings T & K are a rigid surface.
Bearing T requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 71 -1183
B - C 149 -2308
C - D 151 -2343
D - E 188 -2739
E - F 177 -2490
Chords Tens.Comp.
F - G 178 -2497
G - H 176 -2475
H - I 129 -1772
I - J 72 -988
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
S - R 1378 -84
R - Q 2343 -151
Q - P 2381 -155
P - O 2742 -190
Chords Tens.Comp.
O - N 2497 -178
N - M 1886 -138
M - L 1126 -83
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - T 44 -653
A - S 1324 -79
S - B 53 -777
B - R 1084 -75
D - P 417 -39
N - H 687 -45
Webs Tens.Comp.
H - M 35 -454
M - I 752 -53
I - L 44 -551
L - J 1105 -81
J - K 44 -584
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.225 E 999 240
VERT(CL):0.310 E 768 180
HORZ(LL):0.033 A - -
HORZ(TL):0.045 A - -
Creep Factor: 2.0
Max TC CSI:0.375
Max BC CSI:0.359
Max Web CSI:0.631
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG01
Ply: 2
Qty:1
SEQN:355155 FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T16
DrwNo:025.21.1037.34600
/YK 01/25/2021
2 Complete Trusses Required
19'10"
2'5"9
2'5"9
4'5"14
2'0"5
6'9"11
2'3"13
8'11"12
2'2"1
11'
2'0"5
13'2"1
2'2"1
15'2"6
2'0"5
17'4"7
2'2"1
19'10"
2'5"9
2'2"1
2'2"1
4'4"2
2'2"1
6'7"15
2'3"13
8'8"4
2'0"5
10'10"4
2'2"1
13'3"13
2'5"9
15'5"14
2'2"1
17'7"15
2'2"1
19'10"
2'2"11'6"A B C D E F G H I J
KLMNOPQRST
4X5
2X4 4X5
4X4
4X4
2X4
2X4 7X6
5X5 2X4
4X4
4X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W4,W12,W14 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 8.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 300 plf at 0.00 to 300 plf at 19.08BC: From 5 plf at 0.00 to 5 plf at 19.08BC: 100 lb Conc. Load at 1.85, 3.85, 5.85, 7.85
9.85,11.23,13.23BC: 80 lb Conc. Load at 15.23,17.23
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 3354 /-/-/-/184 /-
I 3328 /-/-/-/163 /-
Wind reactions based on MWFRS
P Brg Width = 7.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings P & I are a rigid surface.
Bearings P & I require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 186 -3279
B - C 316 -5575
C - D 381 -6749
D - E 375 -6709
Chords Tens.Comp.
E - F 375 -6709
F - G 302 -5580
G - H 167 -3253
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 3634 -204
N - M 5792 -326
M - L 6839 -384
Chords Tens.Comp.
L - K 5788 -313
K - J 3612 -186
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - P 86 -1571
A - O 3530 -200
O - B 73 -1417
B - N 2144 -123
N - C 43 -864
C - M 1058 -60
Webs Tens.Comp.
L - F 1007 -68
F - K 45 -828
K - G 2175 -128
G - J 76 -1429
J - H 3503 -179
H - I 78 -1560
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.317 E 722 240
VERT(CL):0.561 E 408 180
HORZ(LL):0.049 A - -
HORZ(TL):0.087 A - -
Creep Factor: 2.0
Max TC CSI:0.533
Max BC CSI:0.671
Max Web CSI:0.996
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG02
Ply: 2
Qty:1
SEQN:336176 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T75 /
DrwNo:025.21.1014.20780
/YK 01/25/2021
2 Complete Trusses Required
W2 W4 W12 W14
19'1"
2'9"15
2'9"15
5'6"3
2'8"3
8'2"6
2'8"3
10'10"10
2'8"3
13'6"13
2'8"3
16'3"1
2'8"3
19'1"
2'9"15
2'9"15
2'9"15
5'6"3
2'8"3
8'2"6
2'8"3
10'10"10
2'8"3
13'6"13
2'8"3
16'3"1
2'8"3
19'1"
2'9"151'6"A B C D E F G H
IJKLMNOP
4X10
2.5X6 5X10
4X8
3X10
4X4
H0710
3X4 5X5
4X8
3X5
3X10
4X8
5X10
4X10
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Lumber
Top chord: 2x4 SP M-31;Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W4,W12,W14 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 8.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 300 plf at 0.00 to 300 plf at 19.08BC: From 5 plf at 0.00 to 5 plf at 19.08BC: 100 lb Conc. Load at 1.85, 3.85, 5.85, 7.85
9.85,11.23,13.23BC: 80 lb Conc. Load at 15.23,17.23
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 3354 /-/-/-/184 /-
I 3328 /-/-/-/163 /-
Wind reactions based on MWFRS
P Brg Width = 7.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings P & I are a rigid surface.
Bearings P & I require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 186 -3279
B - C 316 -5575
C - D 381 -6749
D - E 375 -6709
Chords Tens.Comp.
E - F 375 -6709
F - G 302 -5580
G - H 167 -3253
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 3634 -204
N - M 5792 -326
M - L 6839 -384
Chords Tens.Comp.
L - K 5788 -313
K - J 3612 -186
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - P 86 -1571
A - O 3530 -200
O - B 73 -1417
B - N 2144 -123
N - C 43 -864
C - M 1058 -60
Webs Tens.Comp.
L - F 1007 -68
F - K 45 -828
K - G 2175 -128
G - J 76 -1429
J - H 3503 -179
H - I 78 -1560
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.317 E 722 240
VERT(CL):0.561 E 408 180
HORZ(LL):0.049 A - -
HORZ(TL):0.087 A - -
Creep Factor: 2.0
Max TC CSI:0.533
Max BC CSI:0.671
Max Web CSI:0.996
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG02
Ply: 2
Qty:1
SEQN:336176 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T75 /
DrwNo:025.21.1014.20780
/YK 01/25/2021
2 Complete Trusses Required
W2 W4 W12 W14
19'1"
2'9"15
2'9"15
5'6"3
2'8"3
8'2"6
2'8"3
10'10"10
2'8"3
13'6"13
2'8"3
16'3"1
2'8"3
19'1"
2'9"15
2'9"15
2'9"15
5'6"3
2'8"3
8'2"6
2'8"3
10'10"10
2'8"3
13'6"13
2'8"3
16'3"1
2'8"3
19'1"
2'9"151'6"A B C D E F G H
IJKLMNOP
4X10
2.5X6 5X10
4X8
3X10
4X4
H0710
3X4 5X5
4X8
3X5
3X10
4X8
5X10
4X10
2.5X6
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 11.29BC: From 5 plf at 0.00 to 5 plf at 11.29TC: 712 lb Conc. Load at 2.15
TC: 227 lb Conc. Load at 3.73TC: 486 lb Conc. Load at 4.15, 6.15, 8.15,10.15
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1753 /-/-/-/51 /-
F 1751 /-/-/-/52 /-
Wind reactions based on MWFRS
J Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings J & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 -1744
B - C 60 -2248
Chords Tens.Comp.
C - D 60 -2248
D - E 44 -1596
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 1942 -49
Chords Tens.Comp.
H - G 1773 -50
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 25 -805
A - I 1866 -46
I - B 24 -789H - D 518 -11
Webs Tens.Comp.
D - G 24 -704
G - E 1704 -47
E - F 26 -815
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.082 C 999 240
VERT(CL):0.113 C 999 180
HORZ(LL):0.016 A - -
HORZ(TL):0.022 A - -
Creep Factor: 2.0
Max TC CSI:0.583
Max BC CSI:0.242
Max Web CSI:0.889
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG03
Ply: 2
Qty:1
SEQN:336161 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T27 /
DrwNo:025.21.1014.21044
/YK 01/25/2021
2 Complete Trusses Required
11'3"8
2'10"12
2'10"12
5'7"12
2'9"
8'4"12
2'9"
11'3"8
2'10"12
2'10"12
2'10"12
5'7"12
2'9"
8'4"12
2'9"
11'3"8
2'10"121'6"A B C D E
FGHIJ
3X10
2X4 4X10
3X4 2X4
3X8
3X4
3X10
3X10
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 11.29BC: From 5 plf at 0.00 to 5 plf at 11.29TC: 712 lb Conc. Load at 2.15
TC: 227 lb Conc. Load at 3.73TC: 486 lb Conc. Load at 4.15, 6.15, 8.15,10.15
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1753 /-/-/-/51 /-
F 1751 /-/-/-/52 /-
Wind reactions based on MWFRS
J Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings J & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 43 -1744
B - C 60 -2248
Chords Tens.Comp.
C - D 60 -2248
D - E 44 -1596
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
I - H 1942 -49
Chords Tens.Comp.
H - G 1773 -50
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 25 -805
A - I 1866 -46
I - B 24 -789H - D 518 -11
Webs Tens.Comp.
D - G 24 -704
G - E 1704 -47
E - F 26 -815
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.082 C 999 240
VERT(CL):0.113 C 999 180
HORZ(LL):0.016 A - -
HORZ(TL):0.022 A - -
Creep Factor: 2.0
Max TC CSI:0.583
Max BC CSI:0.242
Max Web CSI:0.889
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG03
Ply: 2
Qty:1
SEQN:336161 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T27 /
DrwNo:025.21.1014.21044
/YK 01/25/2021
2 Complete Trusses Required
11'3"8
2'10"12
2'10"12
5'7"12
2'9"
8'4"12
2'9"
11'3"8
2'10"12
2'10"12
2'10"12
5'7"12
2'9"
8'4"12
2'9"
11'3"8
2'10"121'6"A B C D E
FGHIJ
3X10
2X4 4X10
3X4 2X4
3X8
3X4
3X10
3X10
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 5.63TC: From 100 plf at 5.63 to 100 plf at 15.00BC: From 5 plf at 0.00 to 5 plf at 5.63
BC: From 10 plf at 5.63 to 10 plf at 15.00TC: 999 lb Conc. Load at 1.31, 3.31, 5.31TC: 486 lb Conc. Load at 14.83BC: 448 lb Conc. Load at 5.63
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1749 /-/-/-/45 /-
K 2594 /-/-/-/189 /-
I 927 /-/-/-/88 /-
Wind reactions based on MWFRS
N Brg Width = 3.5 Min Req =1.5
K Brg Width = 3.5 Min Req =1.5
I Brg Width = 8.0 Min Req =1.5
Bearings N, K, & I are a rigid surface.
Bearing I requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 33 -1256
B - C 46 -1127
C - D 594 -23
Chords Tens.Comp.
D - E 594 -23
E - F 540 -5
F - G 512 -18
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 1425 -38
L - K 1068 -42
Chords Tens.Comp.
K - J 1 -526
J - I 9 -475
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 22 -801
A - M 1359 -36
M - B 22 -675
Webs Tens.Comp.
C - K 72 -1851
I - G 21 -571
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.026 B 999 240
VERT(CL):0.037 B 999 180
HORZ(LL):0.006 A - -
HORZ(TL):0.008 A - -
Creep Factor: 2.0
Max TC CSI:0.875
Max BC CSI:0.188
Max Web CSI:0.647
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG04
Ply: 2
Qty:1
SEQN:336184 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T5 /
DrwNo:025.21.1014.20247
/YK 01/25/2021
2 Complete Trusses Required
7'5"12 5'8"4 1'11"8
2'7"1
2'7"1
5'0"7
2'5"5
7'5"12
2'5"5
10'1"1
2'7"5
12'6"7
2'5"5
15'1"8
2'7"1
2'7"1
2'7"1
5'0"7
2'5"5
7'5"12
2'5"5
10'1"1
2'7"5
12'6"7
2'5"5
15'
2'5"91'6"A B C D E F G
HIJKLMN
4X5
2X4 4X5
3X4
3X4
4X5 2X4
4X10
3X4
3X4
3X4
3X4
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 4.50" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 5.63TC: From 100 plf at 5.63 to 100 plf at 15.00BC: From 5 plf at 0.00 to 5 plf at 5.63
BC: From 10 plf at 5.63 to 10 plf at 15.00TC: 999 lb Conc. Load at 1.31, 3.31, 5.31TC: 486 lb Conc. Load at 14.83BC: 448 lb Conc. Load at 5.63
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-6-0.
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1749 /-/-/-/45 /-
K 2594 /-/-/-/189 /-
I 927 /-/-/-/88 /-
Wind reactions based on MWFRS
N Brg Width = 3.5 Min Req =1.5
K Brg Width = 3.5 Min Req =1.5
I Brg Width = 8.0 Min Req =1.5
Bearings N, K, & I are a rigid surface.
Bearing I requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 33 -1256
B - C 46 -1127
C - D 594 -23
Chords Tens.Comp.
D - E 594 -23
E - F 540 -5
F - G 512 -18
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
M - L 1425 -38
L - K 1068 -42
Chords Tens.Comp.
K - J 1 -526
J - I 9 -475
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 22 -801
A - M 1359 -36
M - B 22 -675
Webs Tens.Comp.
C - K 72 -1851
I - G 21 -571
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.026 B 999 240
VERT(CL):0.037 B 999 180
HORZ(LL):0.006 A - -
HORZ(TL):0.008 A - -
Creep Factor: 2.0
Max TC CSI:0.875
Max BC CSI:0.188
Max Web CSI:0.647
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG04
Ply: 2
Qty:1
SEQN:336184 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T5 /
DrwNo:025.21.1014.20247
/YK 01/25/2021
2 Complete Trusses Required
7'5"12 5'8"4 1'11"8
2'7"1
2'7"1
5'0"7
2'5"5
7'5"12
2'5"5
10'1"1
2'7"5
12'6"7
2'5"5
15'1"8
2'7"1
2'7"1
2'7"1
5'0"7
2'5"5
7'5"12
2'5"5
10'1"1
2'7"5
12'6"7
2'5"5
15'
2'5"91'6"A B C D E F G
HIJKLMN
4X5
2X4 4X5
3X4
3X4
4X5 2X4
4X10
3X4
3X4
3X4
3X4
3X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 7.63BC: From 10 plf at 0.00 to 10 plf at 7.63BC: 420 lb Conc. Load at 5.63
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 530 /-/-/-/93 /-
E 730 /-/-/-/129 /-
Wind reactions based on MWFRS
H Brg Width = 3.5 Min Req =1.5
E Brg Width = 3.5 Min Req =1.5
Bearings H & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 81 -464
B - C 86 -484
Chords Tens.Comp.
C - D 82 -470
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
G - F 484 -86
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - G 507 -89
Webs Tens.Comp.
F - D 510 -89
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 C 999 240
VERT(CL):0.019 C 999 180
HORZ(LL):-0.003 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.122
Max BC CSI:0.093
Max Web CSI:0.243
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG05
Ply: 2
Qty:1
SEQN:336167 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T4 /
DrwNo:025.21.1014.22280
/YK 01/25/2021
2 Complete Trusses Required
7'7"8
2'7"1
2'7"1
5'0"7
2'5"5
7'7"8
2'7"1
2'7"1
2'7"1
5'0"7
2'5"5
7'7"8
2'7"11'6"A B C D
EFGH
3X4
2X4 3X4
2X4 2X4
3X4
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 7.63BC: From 10 plf at 0.00 to 10 plf at 7.63BC: 420 lb Conc. Load at 5.63
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 530 /-/-/-/93 /-
E 730 /-/-/-/129 /-
Wind reactions based on MWFRS
H Brg Width = 3.5 Min Req =1.5
E Brg Width = 3.5 Min Req =1.5
Bearings H & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 81 -464
B - C 86 -484
Chords Tens.Comp.
C - D 82 -470
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
G - F 484 -86
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - G 507 -89
Webs Tens.Comp.
F - D 510 -89
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 C 999 240
VERT(CL):0.019 C 999 180
HORZ(LL):-0.003 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.122
Max BC CSI:0.093
Max Web CSI:0.243
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG05
Ply: 2
Qty:1
SEQN:336167 /FLAT
FROM: CDM
Cust: R215 JRef:1X2d2150004 T4 /
DrwNo:025.21.1014.22280
/YK 01/25/2021
2 Complete Trusses Required
7'7"8
2'7"1
2'7"1
5'0"7
2'5"5
7'7"8
2'7"1
2'7"1
2'7"1
5'0"7
2'5"5
7'7"8
2'7"11'6"A B C D
EFGH
3X4
2X4 3X4
2X4 2X4
3X4
3X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 3.58BC: From 10 plf at 0.00 to 10 plf at 3.58TC: 474 lb Conc. Load at 1.90
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 420 /-/-/-/74 /-
C 448 /-/-/-/79 /-
Wind reactions based on MWFRS
D Brg Width = -Min Req =-
C Brg Width = -Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.865
Max BC CSI:0.006
Max Web CSI:0.121
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG06
Ply: 2
Qty:1
SEQN:336163 /FLAT
FROM: CDM
Page 1 of 2
Cust: R215 JRef:1X2d2150004 T3 /
DrwNo:025.21.1014.20482
/YK 01/25/2021
2 Complete Trusses Required
3'7"
3'7"
3'7"1'6"A B
CD
3X4
2X4
2X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 3.58BC: From 10 plf at 0.00 to 10 plf at 3.58TC: 474 lb Conc. Load at 1.90
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-6-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 420 /-/-/-/74 /-
C 448 /-/-/-/79 /-
Wind reactions based on MWFRS
D Brg Width = -Min Req =-
C Brg Width = -Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 B 999 240
VERT(CL):0.000 B 999 180
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.865
Max BC CSI:0.006
Max Web CSI:0.121
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG06
Ply: 2
Qty:1
SEQN:336163 /FLAT
FROM: CDM
Page 1 of 2
Cust: R215 JRef:1X2d2150004 T3 /
DrwNo:025.21.1014.20482
/YK 01/25/2021
2 Complete Trusses Required
3'7"
3'7"
3'7"1'6"A B
CD
3X4
2X4
2X4
3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=0' ,y=10' uses the followingsupport conditions: 0'
Bearing D (0', 10') LUS26-2Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.Bearing C (3'4", 10') LUS26-2Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG06
Ply: 2
Qty:1
SEQN:336163 /FLAT
FROM: CDM
Page 2 of 2
Cust: R215 JRef:1X2d2150004 T3 /
DrwNo:025.21.1014.20482
/YK 01/25/2021
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
514 Earth City ExpresswaySuite 242Earth City, Missouri 63045
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=0' ,y=10' uses the followingsupport conditions: 0'
Bearing D (0', 10') LUS26-2Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.Bearing C (3'4", 10') LUS26-2Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FG06
Ply: 2
Qty:1
SEQN:336163 /FLAT
FROM: CDM
Page 2 of 2
Cust: R215 JRef:1X2d2150004 T3 /
DrwNo:025.21.1014.20482
/YK 01/25/2021
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-2-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 474 /-/-/134 /83 /6
G 474 /-/-/134 /84 /-
Wind reactions based on MWFRS
F Brg Width = 4.7 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings F & G are a rigid surface.
Bearing G requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 223 -1318
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
E - D 1386 -254
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 89 -438
A - E 1276 -214
Webs Tens.Comp.
B - D 253 -1372
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.076 B 999 240
VERT(CL):0.104 B 994 180
HORZ(LL):0.008 D - -
HORZ(TL):0.010 D - -
Creep Factor: 2.0
Max TC CSI:0.550
Max BC CSI:0.538
Max Web CSI:0.608
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FT01
Ply: 1
Qty:7
SEQN:336109 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T1 /
DrwNo:025.21.1014.21233
/YK 01/25/2021
8'7"8
4'3"12
4'3"12
8'7"8
4'3"12
4'3"12
4'3"12
8'7"8
4'3"121'1'2"3A B C
DEFG
0.25 12
4X6
2X4 4X6
4X4 2X4
4X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-2-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 474 /-/-/134 /83 /6
G 474 /-/-/134 /84 /-
Wind reactions based on MWFRS
F Brg Width = 4.7 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings F & G are a rigid surface.
Bearing G requires a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 223 -1318
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
E - D 1386 -254
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 89 -438
A - E 1276 -214
Webs Tens.Comp.
B - D 253 -1372
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.076 B 999 240
VERT(CL):0.104 B 994 180
HORZ(LL):0.008 D - -
HORZ(TL):0.010 D - -
Creep Factor: 2.0
Max TC CSI:0.550
Max BC CSI:0.538
Max Web CSI:0.608
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:FT01
Ply: 1
Qty:7
SEQN:336109 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T1 /
DrwNo:025.21.1014.21233
/YK 01/25/2021
8'7"8
4'3"12
4'3"12
8'7"8
4'3"12
4'3"12
4'3"12
8'7"8
4'3"121'1'2"3A B C
DEFG
0.25 12
4X6
2X4 4X6
4X4 2X4
4X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 331 /-/-/231 /43 /109
D 89 /-/-/48 /-/-
C 127 /-/-/79 /65 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.008 D - -
Creep Factor: 2.0
Max TC CSI:0.310
Max BC CSI:0.233
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J01
Ply: 1
Qty:7
SEQN:336017 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T42 /
DrwNo:025.21.1014.21372
/YK 01/25/2021
5'
5'1'6"
4"3 2'10"33'6"15A
B
C
D
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 331 /-/-/231 /43 /109
D 89 /-/-/48 /-/-
C 127 /-/-/79 /65 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.008 D - -
Creep Factor: 2.0
Max TC CSI:0.310
Max BC CSI:0.233
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J01
Ply: 1
Qty:7
SEQN:336017 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T42 /
DrwNo:025.21.1014.21372
/YK 01/25/2021
5'
5'1'6"
4"3 2'10"33'6"15A
B
C
D
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 331 /-/-/231 /43 /109
E 57 /-/-/31 /-/-
D 147 /-/-/96 /61 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.055 F 999 240
VERT(CL):0.108 F 539 180
HORZ(LL):0.035 E - -
HORZ(TL):0.069 E - -
Creep Factor: 2.0
Max TC CSI:0.438
Max BC CSI:0.089
Max Web CSI:0.030
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J01A
Ply: 1
Qty:6
SEQN:336065 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T48 /
DrwNo:025.21.1014.21561
/YK 01/25/2021
2'6"
2'6"
5'
2'6"1'6"
4"3 1'1'10"32'10"33'6"15A
B
C
D
E
F
6
12
2X4(A1)2X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 331 /-/-/231 /43 /109
E 57 /-/-/31 /-/-
D 147 /-/-/96 /61 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.055 F 999 240
VERT(CL):0.108 F 539 180
HORZ(LL):0.035 E - -
HORZ(TL):0.069 E - -
Creep Factor: 2.0
Max TC CSI:0.438
Max BC CSI:0.089
Max Web CSI:0.030
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J01A
Ply: 1
Qty:6
SEQN:336065 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T48 /
DrwNo:025.21.1014.21561
/YK 01/25/2021
2'6"
2'6"
5'
2'6"1'6"
4"3 1'1'10"32'10"33'6"15A
B
C
D
E
F
6
12
2X4(A1)2X4
3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 5.00
BC: From 10 plf at 0.00 to 10 plf at 5.00BC: 777 lb Conc. Load at 1.06, 3.06
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=4'9" uses the following
support conditions: 4'9"Bearing C (4'9", 10') LUS26Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,
(3) 0.148"x3" nails into supportedmember.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1126 /-/-/-/209 /-
C 789 /-/-/-/150 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.016 C - -
HORZ(TL):0.031 C - -
Creep Factor: 2.0
Max TC CSI:0.569
Max BC CSI:0.592
Max Web CSI:0.132
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J01G
Ply: 1
Qty:1
SEQN:336086 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T50 /
DrwNo:025.21.1014.21294
/YK 01/25/2021
5'
5'
5'
4"3 2'10"3A
B
C
6
12
3X4(A1)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 2400f-2.0E;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 5.00
BC: From 10 plf at 0.00 to 10 plf at 5.00BC: 777 lb Conc. Load at 1.06, 3.06
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=4'9" uses the following
support conditions: 4'9"Bearing C (4'9", 10') LUS26Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,
(3) 0.148"x3" nails into supportedmember.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1126 /-/-/-/209 /-
C 789 /-/-/-/150 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.016 C - -
HORZ(TL):0.031 C - -
Creep Factor: 2.0
Max TC CSI:0.569
Max BC CSI:0.592
Max Web CSI:0.132
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J01G
Ply: 1
Qty:1
SEQN:336086 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T50 /
DrwNo:025.21.1014.21294
/YK 01/25/2021
5'
5'
5'
4"3 2'10"3A
B
C
6
12
3X4(A1)
2X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 262 /-/-/190 /42 /73
D 49 /-/-/26 /-/-
C 62 /-/-/36 /34 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.064
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02
Ply: 1
Qty:8
SEQN:336019 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T43 /
DrwNo:025.21.1014.21638
/YK 01/25/2021
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 262 /-/-/190 /42 /73
D 49 /-/-/26 /-/-
C 62 /-/-/36 /34 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.064
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02
Ply: 1
Qty:8
SEQN:336019 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T43 /
DrwNo:025.21.1014.21638
/YK 01/25/2021
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 262 /-/-/190 /42 /73
E 14 /-/-/8 /-/-
D 77 /-/-/49 /27 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 F 999 240
VERT(CL):0.005 F 999 180
HORZ(LL):0.003 E - -
HORZ(TL):0.005 E - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.038
Max Web CSI:0.020
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02A
Ply: 1
Qty:4
SEQN:336067 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T65 /
DrwNo:025.21.1014.20216
/YK 01/25/2021
2'6"
2'6"
3'
6"1'6"
4"3 1'10"31'10"32'6"15A
B
C
D
EF
6
12
2X4(A1)
2X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 262 /-/-/190 /42 /73
E 14 /-/-/8 /-/-
D 77 /-/-/49 /27 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 F 999 240
VERT(CL):0.005 F 999 180
HORZ(LL):0.003 E - -
HORZ(TL):0.005 E - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.038
Max Web CSI:0.020
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02A
Ply: 1
Qty:4
SEQN:336067 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T65 /
DrwNo:025.21.1014.20216
/YK 01/25/2021
2'6"
2'6"
3'
6"1'6"
4"3 1'10"31'10"32'6"15A
B
C
D
EF
6
12
2X4(A1)
2X4
3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 129 /-/-/81 /6 /52
C 55 /-/-/33 /-/-
B 81 /-/-/52 /40 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.114
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02B
Ply: 1
Qty:2
SEQN:336025 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T55 /
DrwNo:025.21.1014.21794
/YK 01/25/2021
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 129 /-/-/81 /6 /52
C 55 /-/-/33 /-/-
B 81 /-/-/52 /40 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.114
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02B
Ply: 1
Qty:2
SEQN:336025 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T55 /
DrwNo:025.21.1014.21794
/YK 01/25/2021
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 130 /-/-/81 /-/38
C 54 /-/-/33 /-/-
B 80 /-/-/52 /25 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.112
Max BC CSI:0.082
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02C
Ply: 1
Qty:1
SEQN:336023 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T53 /
DrwNo:025.21.1014.21967
/YK 01/25/2021
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 130 /-/-/81 /-/38
C 54 /-/-/33 /-/-
B 80 /-/-/52 /25 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.112
Max BC CSI:0.082
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J02C
Ply: 1
Qty:1
SEQN:336023 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T53 /
DrwNo:025.21.1014.21967
/YK 01/25/2021
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is0-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 254 /-/-/202 /69 /38
D 4 /-18 /-/16 /16 /-
C -/-53 /-/34 /51 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.021
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J03
Ply: 1
Qty:16
SEQN:336005 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T44 /
DrwNo:025.21.1014.22014
/YK 01/25/2021
1'
1'1'6"
4"3 10"31'6"15A
B
C
D
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is0-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 254 /-/-/202 /69 /38
D 4 /-18 /-/16 /16 /-
C -/-53 /-/34 /51 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.021
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J03
Ply: 1
Qty:16
SEQN:336005 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T44 /
DrwNo:025.21.1014.22014
/YK 01/25/2021
1'
1'1'6"
4"3 10"31'6"15A
B
C
D
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 7.07
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -41 lb Conc. Load at 1.48TC: 124 lb Conc. Load at 4.31BC: 8 lb Conc. Load at 1.48
BC: 98 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
2-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 284 /-/-/-/154 /-
D 126 /-/-/-/8 /-
C 77 /-/-/-/43 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.011 D - -
HORZ(TL):0.023 D - -
Creep Factor: 2.0
Max TC CSI:0.539
Max BC CSI:0.489
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J04HJ
Ply: 1
Qty:3
SEQN:336035 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T41 /
DrwNo:025.21.1014.21388
/YK 01/25/2021
7'0"14
7'0"142'1"7
3"14 2'9"143'6"11A
B
C
D
4.24 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 7.07
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -41 lb Conc. Load at 1.48TC: 124 lb Conc. Load at 4.31BC: 8 lb Conc. Load at 1.48
BC: 98 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
2-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 284 /-/-/-/154 /-
D 126 /-/-/-/8 /-
C 77 /-/-/-/43 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.011 D - -
HORZ(TL):0.023 D - -
Creep Factor: 2.0
Max TC CSI:0.539
Max BC CSI:0.489
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J04HJ
Ply: 1
Qty:3
SEQN:336035 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T41 /
DrwNo:025.21.1014.21388
/YK 01/25/2021
7'0"14
7'0"142'1"7
3"14 2'9"143'6"11A
B
C
D
4.24 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From -0 plf at -2.12 to 61 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 7.07BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -41 lb Conc. Load at 1.48TC: 154 lb Conc. Load at 4.31
BC: 8 lb Conc. Load at 1.48BC: 28 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 284 /-/-/-/150 /-
E 82 /-/-/-/3 /-
D 121 /-/-/-/42 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.132 F 631 240
VERT(CL):0.318 F 261 180
HORZ(LL):-0.059 E - -
HORZ(TL):0.142 E - -
Creep Factor: 2.0
Max TC CSI:0.711
Max BC CSI:0.208
Max Web CSI:0.065
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J05HJ
Ply: 1
Qty:2
SEQN:336069 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T7 /
DrwNo:025.21.1014.21186
/YK 01/25/2021
3'6"7
3'6"7
7'0"14
3'6"72'1"7
3"14 1'1'9"142'9"143'6"11A
B
C
D
E
F
4.24 12
2X4(A1)2X4
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From -0 plf at -2.12 to 61 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 7.07BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -41 lb Conc. Load at 1.48TC: 154 lb Conc. Load at 4.31
BC: 8 lb Conc. Load at 1.48BC: 28 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 284 /-/-/-/150 /-
E 82 /-/-/-/3 /-
D 121 /-/-/-/42 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.132 F 631 240
VERT(CL):0.318 F 261 180
HORZ(LL):-0.059 E - -
HORZ(TL):0.142 E - -
Creep Factor: 2.0
Max TC CSI:0.711
Max BC CSI:0.208
Max Web CSI:0.065
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J05HJ
Ply: 1
Qty:2
SEQN:336069 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T7 /
DrwNo:025.21.1014.21186
/YK 01/25/2021
3'6"7
3'6"7
7'0"14
3'6"72'1"7
3"14 1'1'9"142'9"143'6"11A
B
C
D
E
F
4.24 12
2X4(A1)2X4
3X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 238 /-/-/179 /42 /40
D 28 /-/-/16 /3 /-
C 21 /-/-/20 /12 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.024
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J06
Ply: 1
Qty:7
SEQN:336003 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T62 /
DrwNo:025.21.1014.21452
/YK 01/25/2021
2'
2'1'6"
4"3 1'4"32'0"15A
B
C
D
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 238 /-/-/179 /42 /40
D 28 /-/-/16 /3 /-
C 21 /-/-/20 /12 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.024
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J06
Ply: 1
Qty:7
SEQN:336003 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T62 /
DrwNo:025.21.1014.21452
/YK 01/25/2021
2'
2'1'6"
4"3 1'4"32'0"15A
B
C
D
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 2.83
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 2.83TC: -41 lb Conc. Load at 1.48BC: 8 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 170 /-/-/-/99 /-
D 39 /-10 /-/-/20 /-
C 19 /-23 /-/-/36 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001 D - -
HORZ(TL):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.123
Max BC CSI:0.065
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J07HJ
Ply: 1
Qty:2
SEQN:336007 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T66 /
DrwNo:025.21.1014.21247
/YK 01/25/2021
2'9"15
2'9"152'1"7
3"14 1'3"142'0"11A
B
C
D
4.24 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 2.83
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 2.83TC: -41 lb Conc. Load at 1.48BC: 8 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 170 /-/-/-/99 /-
D 39 /-10 /-/-/20 /-
C 19 /-23 /-/-/36 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001 D - -
HORZ(TL):0.002 D - -
Creep Factor: 2.0
Max TC CSI:0.123
Max BC CSI:0.065
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J07HJ
Ply: 1
Qty:2
SEQN:336007 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T66 /
DrwNo:025.21.1014.21247
/YK 01/25/2021
2'9"15
2'9"152'1"7
3"14 1'3"142'0"11A
B
C
D
4.24 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 295 /-/-/209 /22 /65
D 69 /-/-/37 /-/-
C 96 /-/-/58 /32 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.169
Max BC CSI:0.135
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J08
Ply: 1
Qty:3
SEQN:336021 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T57 /
DrwNo:025.21.1014.21826
/YK 01/25/2021
4'
4'1'6"
4"3 2'4"33'0"15A
B
C
D
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 295 /-/-/209 /22 /65
D 69 /-/-/37 /-/-
C 96 /-/-/58 /32 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.169
Max BC CSI:0.135
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J08
Ply: 1
Qty:3
SEQN:336021 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T57 /
DrwNo:025.21.1014.21826
/YK 01/25/2021
4'
4'1'6"
4"3 2'4"33'0"15A
B
C
D
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 171 /-/-/107 /-/51
C 74 /-/-/44 /-/-
B 109 /-/-/70 /34 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 C - -
HORZ(TL):0.006 C - -
Creep Factor: 2.0
Max TC CSI:0.218
Max BC CSI:0.152
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J08A
Ply: 1
Qty:1
SEQN:336029 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T54 /
DrwNo:025.21.1014.21732
/YK 01/25/2021
4'
4'
4"3 2'4"3A
B
C
6
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 171 /-/-/107 /-/51
C 74 /-/-/44 /-/-
B 109 /-/-/70 /34 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 C - -
HORZ(TL):0.006 C - -
Creep Factor: 2.0
Max TC CSI:0.218
Max BC CSI:0.152
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J08A
Ply: 1
Qty:1
SEQN:336029 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T54 /
DrwNo:025.21.1014.21732
/YK 01/25/2021
4'
4'
4"3 2'4"3A
B
C
6
12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 61 plf at -2.12 to 61 plf at 1.48TC: From 31 plf at 1.48 to 31 plf at 5.66
BC: From 4 plf at -2.12 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.66TC: -20 lb Conc. Load at 1.48TC: 143 lb Conc. Load at 4.31BC: 4 lb Conc. Load at 1.48
BC: 104 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
2-3-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 376 /-/-/-/168 /-
D 103 /-/-/7 /-/-
C 165 /-/-/-/82 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.006 D - -
HORZ(TL):0.010 D - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.357
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J09HJ
Ply: 1
Qty:1
SEQN:336039 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T45 /
DrwNo:025.21.1014.21341
/YK 01/25/2021
5'7"14
5'7"142'1"7
3"14 2'3"143'0"11A
B
C
D
4.24 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 61 plf at -2.12 to 61 plf at 1.48TC: From 31 plf at 1.48 to 31 plf at 5.66
BC: From 4 plf at -2.12 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.66TC: -20 lb Conc. Load at 1.48TC: 143 lb Conc. Load at 4.31BC: 4 lb Conc. Load at 1.48
BC: 104 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
2-3-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 376 /-/-/-/168 /-
D 103 /-/-/7 /-/-
C 165 /-/-/-/82 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.006 D - -
HORZ(TL):0.010 D - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.357
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J09HJ
Ply: 1
Qty:1
SEQN:336039 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T45 /
DrwNo:025.21.1014.21341
/YK 01/25/2021
5'7"14
5'7"142'1"7
3"14 2'3"143'0"11A
B
C
D
4.24 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 4.24
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 4.24TC: -41 lb Conc. Load at 1.48BC: 8 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 204 /-/-/-/118 /-
D 69 /-6 /-/-/14 /-
C 40 /-11 /-/-/20 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.123
Max BC CSI:0.134
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J10HJ
Ply: 1
Qty:1
SEQN:336037 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T51 /
DrwNo:025.21.1014.19826
/YK 01/25/2021
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11A
B
C
D
4.24 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 4.24
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 4.24TC: -41 lb Conc. Load at 1.48BC: 8 lb Conc. Load at 1.48
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 204 /-/-/-/118 /-
D 69 /-6 /-/-/14 /-
C 40 /-11 /-/-/20 /-
Wind reactions based on MWFRS
B Brg Width = 8.5 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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.123
Max BC CSI:0.134
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J10HJ
Ply: 1
Qty:1
SEQN:336037 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T51 /
DrwNo:025.21.1014.19826
/YK 01/25/2021
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11A
B
C
D
4.24 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 3.00
BC: From 20 plf at 0.00 to 20 plf at 3.00BC: 129 lb Conc. Load at 2.09
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 171 /-/-/-/24 /-
C 205 /-/-/-/24 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 C - -
HORZ(TL):0.004 C - -
Creep Factor: 2.0
Max TC CSI:0.155
Max BC CSI:0.225
Max Web CSI:0.032
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J11
Ply: 1
Qty:1
SEQN:336027 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T52 /
DrwNo:025.21.1014.21154
/YK 01/25/2021
3'
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 3.00
BC: From 20 plf at 0.00 to 20 plf at 3.00BC: 129 lb Conc. Load at 2.09
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-10-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 171 /-/-/-/24 /-
C 205 /-/-/-/24 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 C - -
HORZ(TL):0.004 C - -
Creep Factor: 2.0
Max TC CSI:0.155
Max BC CSI:0.225
Max Web CSI:0.032
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J11
Ply: 1
Qty:1
SEQN:336027 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T52 /
DrwNo:025.21.1014.21154
/YK 01/25/2021
3'
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
2X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 4.00
BC: From 20 plf at 0.00 to 20 plf at 4.00BC: 129 lb Conc. Load at 2.09
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 235 /-/-/-/32 /-
C 223 /-/-/-/30 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.396
Max Web CSI:0.064
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J12
Ply: 1
Qty:1
SEQN:336031 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T60 /
DrwNo:025.21.1014.20701
/YK 01/25/2021
4'
4'
4'
4"3 2'4"3A
B
C
6
12
2X4(A1)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 62 plf at 0.00 to 62 plf at 4.00
BC: From 20 plf at 0.00 to 20 plf at 4.00BC: 129 lb Conc. Load at 2.09
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-4-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 235 /-/-/-/32 /-
C 223 /-/-/-/30 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
C Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 C - -
HORZ(TL):0.009 C - -
Creep Factor: 2.0
Max TC CSI:0.283
Max BC CSI:0.396
Max Web CSI:0.064
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J12
Ply: 1
Qty:1
SEQN:336031 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T60 /
DrwNo:025.21.1014.20701
/YK 01/25/2021
4'
4'
4'
4"3 2'4"3A
B
C
6
12
2X4(A1)
2X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-11-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 325 /-/-/220 /59 /73
D 87 /-/-/48 /-/-
C 124 /-/-/68 /54 /-
Wind reactions based on MWFRS
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.291
Max BC CSI:0.221
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J14
Ply: 1
Qty:3
SEQN:336091 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T70 /
DrwNo:025.21.1014.21733
/YK 01/25/2021
5'
5'1'6"
3"15 1'11"152'5"11A
B
C
D
4 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-11-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 325 /-/-/220 /59 /73
D 87 /-/-/48 /-/-
C 124 /-/-/68 /54 /-
Wind reactions based on MWFRS
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.291
Max BC CSI:0.221
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J14
Ply: 1
Qty:3
SEQN:336091 /EJAC
FROM: CDM
Cust: R215 JRef:1X2d2150004 T70 /
DrwNo:025.21.1014.21733
/YK 01/25/2021
5'
5'1'6"
3"15 1'11"152'5"11A
B
C
D
4 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 257 /-/-/179 /59 /49
D 47 /-/-/26 /-/-
C 60 /-/-/31 /27 /-
Wind reactions based on MWFRS
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.058
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J15
Ply: 1
Qty:3
SEQN:336093 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T64 /
DrwNo:025.21.1014.22372
/YK 01/25/2021
3'
3'1'6"
3"15 1'3"151'9"11A
B
C
D
4 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 257 /-/-/179 /59 /49
D 47 /-/-/26 /-/-
C 60 /-/-/31 /27 /-
Wind reactions based on MWFRS
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.058
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J15
Ply: 1
Qty:3
SEQN:336093 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T64 /
DrwNo:025.21.1014.22372
/YK 01/25/2021
3'
3'1'6"
3"15 1'3"151'9"11A
B
C
D
4 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 128 /-/-/79 /15 /35
C 53 /-/-/32 /-/-
B 77 /-/-/44 /32 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.104
Max BC CSI:0.091
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J15A
Ply: 1
Qty:1
SEQN:336097 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T58 /
DrwNo:025.21.1014.21326
/YK 01/25/2021
3'
3'
3"15 1'3"15A
B
C
4 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 128 /-/-/79 /15 /35
C 53 /-/-/32 /-/-
B 77 /-/-/44 /32 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Bearing A requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.104
Max BC CSI:0.091
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J15A
Ply: 1
Qty:1
SEQN:336097 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T58 /
DrwNo:025.21.1014.21326
/YK 01/25/2021
3'
3'
3"15 1'3"15A
B
C
4 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is0-7-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 248 /-/-/186 /95 /28
D 2 /-20 /-/20 /18 /-
C -/-49 /-/35 /42 /-
Wind reactions based on MWFRS
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.021
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J16
Ply: 1
Qty:4
SEQN:336095 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T69 /
DrwNo:025.21.1014.19888
/YK 01/25/2021
1'
1'1'6"
3"15
7"15
1'1"11A
B
C
D
4 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is0-7-15.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 248 /-/-/186 /95 /28
D 2 /-20 /-/20 /18 /-
C -/-49 /-/35 /42 /-
Wind reactions based on MWFRS
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: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.000 D - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.021
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J16
Ply: 1
Qty:4
SEQN:336095 /JACK
FROM: CDM
Cust: R215 JRef:1X2d2150004 T69 /
DrwNo:025.21.1014.19888
/YK 01/25/2021
1'
1'1'6"
3"15
7"15
1'1"11A
B
C
D
4 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 7.07
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -33 lb Conc. Load at 1.48TC: 120 lb Conc. Load at 4.31BC: 4 lb Conc. Load at 1.48
BC: 95 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
1-11-12.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 280 /-/-/-/138 /-
D 124 /-/-/-/7 /-
C 77 /-/-/-/33 /-
Wind reactions based on MWFRS
E Brg Width = 4.9 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009 D - -
HORZ(TL):0.023 D - -
Creep Factor: 2.0
Max TC CSI:0.520
Max BC CSI:0.467
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J17HJ
Ply: 1
Qty:2
SEQN:336099 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T71 /
DrwNo:025.21.1014.22201
/YK 01/25/2021
7'0"14
7'0"142'1"7
3"12 1'11"122'5"10A
B
C
DE
2.83 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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 -2.12 to 61 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 7.07
BC: From 0 plf at -2.12 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 7.07TC: -33 lb Conc. Load at 1.48TC: 120 lb Conc. Load at 4.31BC: 4 lb Conc. Load at 1.48
BC: 95 lb Conc. Load at 4.31
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
1-11-12.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 280 /-/-/-/138 /-
D 124 /-/-/-/7 /-
C 77 /-/-/-/33 /-
Wind reactions based on MWFRS
E Brg Width = 4.9 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing E is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009 D - -
HORZ(TL):0.023 D - -
Creep Factor: 2.0
Max TC CSI:0.520
Max BC CSI:0.467
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:J17HJ
Ply: 1
Qty:2
SEQN:336099 /HIP_
FROM: CDM
Cust: R215 JRef:1X2d2150004 T71 /
DrwNo:025.21.1014.22201
/YK 01/25/2021
7'0"14
7'0"142'1"7
3"12 1'11"122'5"10A
B
C
DE
2.83 12
2X4(A1)
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=2'7" ,y=10' uses the followingsupport conditions: 2'7"
Bearing F (2'7", 10') LUS26Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-4.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 248 /-/-/174 /60 /41
E 80 /-/-/51 /6 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = -Min Req =-
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 F - -
HORZ(TL):0.001 F - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.041
Max Web CSI:0.007
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:M01
Ply: 1
Qty:2
SEQN:336103 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T18 /
DrwNo:025.21.1014.21904
/YK 01/25/2021
2'10"
2'8"8
2'8"8
2'10"
1"8
2'8"8
2'8"8
2'10"
1"8
1'6"
3"15 1'3"41'9"A
B
C D
EF
4 12
2X4(A1)
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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
Simpson Construction Hardware is specified based onthe most current information provided by Simpson
Strong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connections
than indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=2'7" ,y=10' uses the followingsupport conditions: 2'7"
Bearing F (2'7", 10') LUS26Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-3-4.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 248 /-/-/174 /60 /41
E 80 /-/-/51 /6 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = -Min Req =-
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 F - -
HORZ(TL):0.001 F - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.041
Max Web CSI:0.007
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:M01
Ply: 1
Qty:2
SEQN:336103 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T18 /
DrwNo:025.21.1014.21904
/YK 01/25/2021
2'10"
2'8"8
2'8"8
2'10"
1"8
2'8"8
2'8"8
2'10"
1"8
1'6"
3"15 1'3"41'9"A
B
C D
EF
4 12
2X4(A1)
2X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 61 plf at -1.50 to 61 plf at 1.83
TC: From 101 plf at 1.96 to 101 plf at 2.83BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.83
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=2'7" ,y=10' uses the followingsupport conditions: 2'7"Bearing F (2'7", 10') LUS26Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supporting
member,(3) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-6-0.
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 255 /-/-/176 /70 /36
F 100 /-/-/48 /21 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 C 999 240
VERT(CL):0.004 G 999 180
HORZ(LL):0.001 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.216
Max BC CSI:0.093
Max Web CSI:0.026
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:M02
Ply: 1
Qty:7
SEQN:336173 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T72 /
DrwNo:025.21.1014.21998
/YK 01/25/2021
2'10"
1'10"
1'10"
2'10"
1'
2'10"
2'10"1'6"
3"15 1'6"11"41'11"12A
B
CD
E
FG
4 12
2X4(A1)
2X43X4
2X4
2X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: 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;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 61 plf at -1.50 to 61 plf at 1.83
TC: From 101 plf at 1.96 to 101 plf at 2.83BC: From 4 plf at -1.50 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.83
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Hanger specified assumes connection to supportingchord is located a minimum of five times the depth of thesupporting chord from any unsupported end, unlessunsupported chord end has 85% plating coverage.
Bearing at location x=2'7" ,y=10' uses the followingsupport conditions: 2'7"Bearing F (2'7", 10') LUS26Supporting Member: (2)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supporting
member,(3) 0.148"x3" nails into supportedmember.
Purlins
In lieu of structural panels use purlins to brace all flat TC@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is1-6-0.
WIND LOAD CASE MODIFIED!
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 255 /-/-/176 /70 /36
F 100 /-/-/48 /21 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 C 999 240
VERT(CL):0.004 G 999 180
HORZ(LL):0.001 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.216
Max BC CSI:0.093
Max Web CSI:0.026
VIEW Ver: 20.02.01A.1209.11
Job Number:20-4751
Ford Builders - 211 Belvedere St
Truss Label:M02
Ply: 1
Qty:7
SEQN:336173 /MONO
FROM: CDM
Cust: R215 JRef:1X2d2150004 T72 /
DrwNo:025.21.1014.21998
/YK 01/25/2021
2'10"
1'10"
1'10"
2'10"
1'
2'10"
2'10"1'6"
3"15 1'6"11"41'11"12A
B
CD
E
FG
4 12
2X4(A1)
2X43X4
2X4
2X4
2X4
01/25/2021
FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 01/25/2021FL REG# 278, Yoonhwak Kim, FL PE #86367
514 Earth City Expressway
Suite 242
Earth City, MO 63045 01/25/2021FL REG# 278, Yoonhwak Kim, FL PE #86367