HomeMy WebLinkAboutREVIEW COMPLETE - Truss Engineering 1101 Palmetto AveAlpine, an ITW Company
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: American Builders Supply, Inc Job Number: 825602-B
Job Description: KC Construction - Hubbell Residence
Address: 1101 Palmetto Ave, Sanford, FL
Job Engineering Criteria:
Design Code: FBC 8th Ed. 2023 Res.IntelliVIEW Version: 23.02.02
JRef #: 1Y0291890031
Wind Standard: ASCE 7-22 Wind Speed (mph): 140 Design Loading (psf): 37.00, 55.00
Building Type: Closed
This package contains general notes pages, 32 truss drawing(s) and 9 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 143.24.1508.00460 A1X 2 143.24.1059.13971 A2
3 143.24.1059.13595 A3 4 143.24.1059.14178 A4X
5 143.24.1059.14473 B1 6 143.24.1059.13831 B2
7 143.24.1059.13534 B3G 8 143.24.1059.14176 CJ1
9 143.24.1059.14271 CJ1B 10 143.24.1059.13940 CJ3
11 143.24.1059.13579 CJ3B 12 143.24.1059.14269 CJ5
13 143.24.1059.14598 CJ5A 14 143.24.1059.13517 CJ5B
15 143.24.1059.14880 D1 16 143.24.1059.14787 D1X
17 143.24.1059.14441 EJ7 18 143.24.1059.14505 EJ7A
19 143.24.1059.13533 EJ7B 20 143.24.1059.13783 FG1
21 143.24.1059.14755 FT1 22 143.24.1059.14567 FT1X
23 143.24.1059.13563 FT2 24 143.24.1059.14426 FT3
25 143.24.1059.14082 FT4 26 143.24.1059.14270 FT4X
27 143.24.1059.14347 FT5 28 143.24.1059.14817 HJ7
29 143.24.1059.14802 HJ7B 30 143.24.1059.14018 K1G
31 143.24.1059.13908 L1 32 143.24.1059.13877 PB1
33 160TL 34 BRCLBANC1014
35 BRCLBSUB0119 36 DEFLCAMB1014
37 REPCHRD1014 38 STRBRIBR1014
39 VAL180160118 40 VALCONVF0118
41 VALTN160118
#%INDEX?$
$%Lbl:Cover Sheet?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
This item has been digitally signed and sealed by Yoonhwak Kim on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed and the signature must
be verified on any electronic copies.
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. #%NOSEAL?$
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.
C = Coated lumber.
C-AT = AtTEK coated lumber.
C-FX = FX Lumber Guard coated lumber.
C -TW = TechWood 4400 coated lumber.
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.
FRT-PR = ProWood 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 all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for 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. #%NOSEAL?$
Page 2 of 3
General Notes (continued)
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
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.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL
60025; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com
#%NOSEAL?$
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W3,M3,M7,M14,M24,M27,M29,M30,M35 2x4 SP #2; W5,W7,W9,M1,M4,M6,M8,M10,M11,M13,M15,M16,M17,M18,M19,M20,M21,M22,M23,M25,M26 2x4 SP M-30;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 2.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/183.
Gable Reinforcement
(a) 1x4 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)
nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder.(b) 2x6 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"
oc for the remainder.(c) 2x3 "T" reinforcement. Any species and grade. Fulltruss height along web member. Attach to the wide facewith 10d (0.131"x3",min.) nails @ 4" oc in the web plus(2)10d (0.131”x3”,min.) nails in each chord.(d) 1x4 "L" reinforcement. Same species and grade asweb. 80% length of web member. Attach with 10d(0.131"x3",min.) nails @ 2" oc at each end for thefirst 18" and then 4" oc for the remainder.
Additional Notes
Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs for
diaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD*208 /-/-/62 /21 /8
Wind reactions based on MWFRS
AD Brg Wid = 382 Min Req =-
Bearing BD is a rigid surface.
Bearing BD requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 17.85 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.19 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 8th Ed. 2023 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 X 999 382
VERT(CL):0.005 X 999 305
HORZ(LL):0.006 Y - -
HORZ(TL):0.006 Y - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.037
Max Web CSI:0.996
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A1X
Ply: 1
Qty:1
SEQN:248667 GABL
FROM: DA
Cust: R9189 JRef:1Y0291890031 T17
DrwNo:143.24.1508.00460
NW /YK 05/22/2024
W3
W5
W7
W9
M1M3
M4
M6
M7
M8
M10
M11
M13
M14
M15
M16
M17
M18
M19
M20
M21
M22
M23
M24
M25
M26
M27
M29
M30
M35
31'10"8
1'3"4
1'4"
(TYP)
6'1"
6'1"
11'10"8
5'9"8
15'11"4
4'0"12
20'
4'0"12
25'9"8
5'9"8
31'10"8
6'1"
5'9"8
5'9"8
11'10"8
6'1"
15'11"4
4'0"12
20'
4'0"12
26'1"
6'1"
31'10"8
5'9"81'4"12 1'4"125'10"1211'10"(a)
(b)(a)
(a)
(a)
(a)(c)
(c)(c)(c)
(c)
(c)
(d)
(c)
(c)(a)
A
B
G
L O R
W
AB
AC
ADAHAMAOAQATAVAZBD
6 12
3X4
3X4
3X4
3X6
5X6
3X4 3X8 3X6
5X6
3X4
3X4
3X4
3X4
Adjacent Roof Plane
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W3,M3,M7,M14,M24,M27,M29,M30,M35 2x4 SP #2; W5,W7,W9,M1,M4,M6,M8,M10,M11,M13,M15,M16,M17,M18,M19,M20,M21,M22,M23,M25,M26 2x4 SP M-30;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 2.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/183.
Gable Reinforcement
(a) 1x4 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)
nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder.(b) 2x6 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"
oc for the remainder.(c) 2x3 "T" reinforcement. Any species and grade. Fulltruss height along web member. Attach to the wide facewith 10d (0.131"x3",min.) nails @ 4" oc in the web plus(2)10d (0.131”x3”,min.) nails in each chord.(d) 1x4 "L" reinforcement. Same species and grade asweb. 80% length of web member. Attach with 10d(0.131"x3",min.) nails @ 2" oc at each end for thefirst 18" and then 4" oc for the remainder.
Additional Notes
Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs for
diaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AD*208 /-/-/62 /21 /8
Wind reactions based on MWFRS
AD Brg Wid = 382 Min Req =-
Bearing BD is a rigid surface.
Bearing BD requires a seat plate.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 17.85 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.19 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 8th Ed. 2023 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 X 999 382
VERT(CL):0.005 X 999 305
HORZ(LL):0.006 Y - -
HORZ(TL):0.006 Y - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.037
Max Web CSI:0.996
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A1X
Ply: 1
Qty:1
SEQN:248667 GABL
FROM: DA
Cust: R9189 JRef:1Y0291890031 T17
DrwNo:143.24.1508.00460
NW /YK 05/22/2024
W3
W5
W7
W9
M1M3
M4
M6
M7
M8
M10
M11
M13
M14
M15
M16
M17
M18
M19
M20
M21
M22
M23
M24
M25
M26
M27
M29
M30
M35
31'10"8
1'3"4
1'4"
(TYP)
6'1"
6'1"
11'10"8
5'9"8
15'11"4
4'0"12
20'
4'0"12
25'9"8
5'9"8
31'10"8
6'1"
5'9"8
5'9"8
11'10"8
6'1"
15'11"4
4'0"12
20'
4'0"12
26'1"
6'1"
31'10"8
5'9"81'4"12 1'4"125'10"1211'10"(a)
(b)(a)
(a)
(a)
(a)(c)
(c)(c)(c)
(c)
(c)
(d)
(c)
(c)(a)
A
B
G
L O R
W
AB
AC
ADAHAMAOAQATAVAZBD
6 12
3X4
3X4
3X4
3X6
5X6
3X4 3X8 3X6
5X6
3X4
3X4
3X4
3X4
Adjacent Roof Plane
$%Lbl:A1x?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP #2; T2 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 3]4X8 2.50 L 1.25 [ 4]4X4 S 1.25[ 9]4X4 S 1.25 [32]4X4 S 1.25[37]4X4 S 1.25 [38]4X8 2.50 R 1.25
Loading
Attic room loading from 8-11-4 to 22-11-4: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 2285 /-/-/702 /415 /221
AK 2285 /-/-/702 /415 /-
Wind reactions based on MWFRS
X Brg Wid = 7.2 Min Req =2.7 (Truss)
AK Brg Wid = 7.2 Min Req =2.7 (Truss)
Bearings X & AK are a rigid surface.
Bearings X & AK require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 417 -1376
C - D 630 -2114
D - E 721 -1312
E - F 967 -1323
Chords Tens.Comp.
F - G 967 -1323
G - H 720 -1312
H - I 630 -2114
I - J 417 -1376
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 781 -768
V - U 791 -785
U - T 2156 -381
T - S 2860 -129
S - R 3055 -87
Chords Tens.Comp.
R - Q 3055 -87
Q - P 2860 -123
P - O 2156 -250
O - N 673 -665
N - M 662 -648
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - X 678 -2247
B - W 1865 -450
W -C 398 -1611
W -Z 1606 -437
C - Z 1348 -194
D - Y 122 -651
Y - Z 406 -18
Y -AB 91 -793
Z - U 1468 -90
Z -AA 1084 -457
U -AA 118 -1259
AA- T 715 -84
AA-AC 208 -894
AB-AD 93 -774
T -AC 118 -641
AC-AE 0 -1327
Webs Tens.Comp.
AD-AG 93 -774
AE-AF 54 -1327
AF- P 118 -640
AF-AH 308 -895
P -AH 715 -83
AG-AI 91 -793
AH- O 123 -1259
AH-AJ 1084 -562
O -AJ 1468 -98
AI-AJ 406 -23
AI- H 122 -651
AJ- I 1348 -194
AJ- M 1606 -540
I - M 399 -1611
M - J 1865 -450
J - L 678 -2247
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.92 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.19 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 8th Ed. 2023 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):0.155 AE 999 382
VERT(CL):0.263 AE 999 305
HORZ(LL):0.048 D - -
HORZ(TL):0.104 D - -
Creep Factor: 2.0
Max TC CSI:0.357
Max BC CSI:0.797
Max Web CSI:0.711
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A2
Ply: 1
Qty:14
SEQN:247779 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T16
DrwNo:143.24.1059.13971
/YK 05/22/2024
T2
14'8'0"1231'10"8
4'7"11
4'7"11
8'3"13
3'8"1
11'10"8
3'6"11
15'11"4
4'0"12
20'
4'0"12
23'6"11
3'6"11
27'2"13
3'8"1
31'10"8
4'7"11
4'5"6
4'5"6
8'9"8
4'4"2
10'2"8
1'5"
11'5"12
1'3"4
12'9"
1'3"4
14'0"4
1'3"4
15'3"8
1'3"4
15'10"8
7"
15'11"4
0"12
16'7"
7"12
17'10"4
1'3"4
19'1"8
1'3"4
20'4"12
1'3"4
21'8"
1'3"4
23'1"
1'5"
27'5"2
4'4"2
31'10"8
4'5"61'4"12 1'4"125'10"121'4"11'10"(a)
(a)(a)
(a)
A
B
C
D
E F G
H
I
J
K
LMNOPQRSTUVWX
Y
Z AA
AB
AC
AD
AE AF
AG
AH
AI
AJ
AK
6 12
4X6
3X6 4X8[3]
4X4[4]
6X10(**)4X4[9]
3X4
6X6
3X4 3X4
3X44X6
3X8
3X43X4
3X4 3X4
6X6
3X4
4X4[32]6X10(**)
4X4[37]
4X8[38]
4X6
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP #2; T2 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 2X4 except as noted.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 3]4X8 2.50 L 1.25 [ 4]4X4 S 1.25[ 9]4X4 S 1.25 [32]4X4 S 1.25[37]4X4 S 1.25 [38]4X8 2.50 R 1.25
Loading
Attic room loading from 8-11-4 to 22-11-4: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 2285 /-/-/702 /415 /221
AK 2285 /-/-/702 /415 /-
Wind reactions based on MWFRS
X Brg Wid = 7.2 Min Req =2.7 (Truss)
AK Brg Wid = 7.2 Min Req =2.7 (Truss)
Bearings X & AK are a rigid surface.
Bearings X & AK require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 417 -1376
C - D 630 -2114
D - E 721 -1312
E - F 967 -1323
Chords Tens.Comp.
F - G 967 -1323
G - H 720 -1312
H - I 630 -2114
I - J 417 -1376
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
W -V 781 -768
V - U 791 -785
U - T 2156 -381
T - S 2860 -129
S - R 3055 -87
Chords Tens.Comp.
R - Q 3055 -87
Q - P 2860 -123
P - O 2156 -250
O - N 673 -665
N - M 662 -648
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - X 678 -2247
B - W 1865 -450
W -C 398 -1611
W -Z 1606 -437
C - Z 1348 -194
D - Y 122 -651
Y - Z 406 -18
Y -AB 91 -793
Z - U 1468 -90
Z -AA 1084 -457
U -AA 118 -1259
AA- T 715 -84
AA-AC 208 -894
AB-AD 93 -774
T -AC 118 -641
AC-AE 0 -1327
Webs Tens.Comp.
AD-AG 93 -774
AE-AF 54 -1327
AF- P 118 -640
AF-AH 308 -895
P -AH 715 -83
AG-AI 91 -793
AH- O 123 -1259
AH-AJ 1084 -562
O -AJ 1468 -98
AI-AJ 406 -23
AI- H 122 -651
AJ- I 1348 -194
AJ- M 1606 -540
I - M 399 -1611
M - J 1865 -450
J - L 678 -2247
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.92 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.19 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 8th Ed. 2023 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):0.155 AE 999 382
VERT(CL):0.263 AE 999 305
HORZ(LL):0.048 D - -
HORZ(TL):0.104 D - -
Creep Factor: 2.0
Max TC CSI:0.357
Max BC CSI:0.797
Max Web CSI:0.711
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A2
Ply: 1
Qty:14
SEQN:247779 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T16
DrwNo:143.24.1059.13971
/YK 05/22/2024
T2
14'8'0"1231'10"8
4'7"11
4'7"11
8'3"13
3'8"1
11'10"8
3'6"11
15'11"4
4'0"12
20'
4'0"12
23'6"11
3'6"11
27'2"13
3'8"1
31'10"8
4'7"11
4'5"6
4'5"6
8'9"8
4'4"2
10'2"8
1'5"
11'5"12
1'3"4
12'9"
1'3"4
14'0"4
1'3"4
15'3"8
1'3"4
15'10"8
7"
15'11"4
0"12
16'7"
7"12
17'10"4
1'3"4
19'1"8
1'3"4
20'4"12
1'3"4
21'8"
1'3"4
23'1"
1'5"
27'5"2
4'4"2
31'10"8
4'5"61'4"12 1'4"125'10"121'4"11'10"(a)
(a)(a)
(a)
A
B
C
D
E F G
H
I
J
K
LMNOPQRSTUVWX
Y
Z AA
AB
AC
AD
AE AF
AG
AH
AI
AJ
AK
6 12
4X6
3X6 4X8[3]
4X4[4]
6X10(**)4X4[9]
3X4
6X6
3X4 3X4
3X44X6
3X8
3X43X4
3X4 3X4
6X6
3X4
4X4[32]6X10(**)
4X4[37]
4X8[38]
4X6
3X6
$%Lbl:A2?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP #2;Bot chord: 2x4 SP M-30;
Webs: 2x4 SP #3; W4 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1283 /-/-/720 /481 /280
H 1283 /-/-/720 /481 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
H Brg Wid = 6.0 Min Req =1.5 (Truss)
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 2633 -4527
C - D 2485 -4575
D - E 1860 -3722
Chords Tens.Comp.
E - F 1855 -3722
F - G 2490 -4575
G - H 2637 -4527
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 4110 -2268
L - K 4304 -2103
Chords Tens.Comp.
K - J 4304 -2110
J - H 4110 -2274
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 807 -786E - K 2969 -1341
Webs Tens.Comp.
K - F 806 -786
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.87 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.556 K 684 380
VERT(CL):1.034 K 367 304
HORZ(LL):0.470 H - -
HORZ(TL):0.875 H - -
Creep Factor: 2.0
Max TC CSI:0.759
Max BC CSI:0.833
Max Web CSI:0.670
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A3
Ply: 1
Qty:12
SEQN:301803 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T28 /
DrwNo:143.24.1059.13595
/YK 05/22/2024
W4
32'
5'4"
5'4"
10'7"5
5'3"5
16'
5'4"11
21'4"11
5'4"11
26'8"
5'3"5
32'
5'4"
6"
6"
8'0"9
7'6"9
16'
7'11"7
23'11"7
7'11"7
31'6"
7'6"9
32'
6"
1'4"1'4"
6"65'2"8'6"69'0"15A
B
C
D
E
F
G
H
I
J
K
L
6 12
4
12
3X8(F1)
2X4
H0508
8X8
5X6
8X8
8X8
H0508
2X4
3X8(F1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x6 SP #2;Bot chord: 2x4 SP M-30;
Webs: 2x4 SP #3; W4 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1283 /-/-/720 /481 /280
H 1283 /-/-/720 /481 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
H Brg Wid = 6.0 Min Req =1.5 (Truss)
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 2633 -4527
C - D 2485 -4575
D - E 1860 -3722
Chords Tens.Comp.
E - F 1855 -3722
F - G 2490 -4575
G - H 2637 -4527
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - L 4110 -2268
L - K 4304 -2103
Chords Tens.Comp.
K - J 4304 -2110
J - H 4110 -2274
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - K 807 -786E - K 2969 -1341
Webs Tens.Comp.
K - F 806 -786
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.87 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.556 K 684 380
VERT(CL):1.034 K 367 304
HORZ(LL):0.470 H - -
HORZ(TL):0.875 H - -
Creep Factor: 2.0
Max TC CSI:0.759
Max BC CSI:0.833
Max Web CSI:0.670
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A3
Ply: 1
Qty:12
SEQN:301803 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T28 /
DrwNo:143.24.1059.13595
/YK 05/22/2024
W4
32'
5'4"
5'4"
10'7"5
5'3"5
16'
5'4"11
21'4"11
5'4"11
26'8"
5'3"5
32'
5'4"
6"
6"
8'0"9
7'6"9
16'
7'11"7
23'11"7
7'11"7
31'6"
7'6"9
32'
6"
1'4"1'4"
6"65'2"8'6"69'0"15A
B
C
D
E
F
G
H
I
J
K
L
6 12
4
12
3X8(F1)
2X4
H0508
8X8
5X6
8X8
8X8
H0508
2X4
3X8(F1)
$%Lbl:A3?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 2.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/199.
Gable Reinforcement
(a) 1x4 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder.(b) 2x6 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder.
Additional Notes
Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferred
into lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X*90 /-/-/40 /35 /10
Wind reactions based on MWFRS
X Brg Wid = 384 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.
G - M 428 -111
Chords Tens.Comp.
M - S 429 -41
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.87 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 M 999 381
VERT(CL):0.003 M 999 305
HORZ(LL):0.008 R - -
HORZ(TL):0.009 R - -
Creep Factor: 2.0
Max TC CSI:0.137
Max BC CSI:0.077
Max Web CSI:0.691
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A4X
Ply: 1
Qty:1
SEQN:301804 /GABL
FROM: DA
Cust: R9189 JRef:1Y0291890031 T2 /
DrwNo:143.24.1059.14178
/YK 05/22/2024
32'
2'8"
1'4"
(TYP)
16'
16'
32'
16'
32'
32'1'4"1'4"
6"68'6"68'11"2(a)(a)(a)(a)
(b)(a)
(a)(a)(a)
A
B
G
M
S
X
Y
AIAS
6 12
3X4(B1)3X6
5X6
5X6
3X6
5X6
3X4(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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 2.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/199.
Gable Reinforcement
(a) 1x4 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder.(b) 2x6 "L" reinforcement. Any species and grade. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder.
Additional Notes
Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferred
into lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X*90 /-/-/40 /35 /10
Wind reactions based on MWFRS
X Brg Wid = 384 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.
G - M 428 -111
Chords Tens.Comp.
M - S 429 -41
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.87 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.20 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 M 999 381
VERT(CL):0.003 M 999 305
HORZ(LL):0.008 R - -
HORZ(TL):0.009 R - -
Creep Factor: 2.0
Max TC CSI:0.137
Max BC CSI:0.077
Max Web CSI:0.691
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:A4X
Ply: 1
Qty:1
SEQN:301804 /GABL
FROM: DA
Cust: R9189 JRef:1Y0291890031 T2 /
DrwNo:143.24.1059.14178
/YK 05/22/2024
32'
2'8"
1'4"
(TYP)
16'
16'
32'
16'
32'
32'1'4"1'4"
6"68'6"68'11"2(a)(a)(a)(a)
(b)(a)
(a)(a)(a)
A
B
G
M
S
X
Y
AIAS
6 12
3X4(B1)3X6
5X6
5X6
3X6
5X6
3X4(B1)
$%Lbl:A4X?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 943 /-/-/515 /279 /200
F 943 /-/-/515 /279 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
F Brg Wid = 6.0 Min Req =1.5 (Truss)
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 573 -1455
C - D 710 -1418
Chords Tens.Comp.
D - E 710 -1419
E - F 573 -1455
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1232 -392
J - I 841 -192
Chords Tens.Comp.
I - H 841 -192
H - F 1233 -388
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - D 633 -308
Webs Tens.Comp.
D - H 633 -308
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.56 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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 E 999 360
VERT(CL):0.097 E 999 240
HORZ(LL):0.020 F - -
HORZ(TL):0.036 F - -
Creep Factor: 2.0
Max TC CSI:0.367
Max BC CSI:0.647
Max Web CSI:0.272
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:B1
Ply: 1
Qty:3
SEQN:301805 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T14 /
DrwNo:143.24.1059.14473
/YK 05/22/2024
21'8"
6'8"11
6'8"11
10'10"
4'1"5
14'11"5
4'1"5
21'8"
6'8"11
6'10"7
6'10"7
11'8"
4'9"9
14'9"9
3'1"9
21'8"
6'10"71'4"1'4"
4"35'9"36'4"15A
B
C
D
E
F
GHIJ
6 12
3X4(A1)
2X4
3X4
4X4
3X6 3X4
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 943 /-/-/515 /279 /200
F 943 /-/-/515 /279 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
F Brg Wid = 6.0 Min Req =1.5 (Truss)
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 573 -1455
C - D 710 -1418
Chords Tens.Comp.
D - E 710 -1419
E - F 573 -1455
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 1232 -392
J - I 841 -192
Chords Tens.Comp.
I - H 841 -192
H - F 1233 -388
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - D 633 -308
Webs Tens.Comp.
D - H 633 -308
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.56 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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 E 999 360
VERT(CL):0.097 E 999 240
HORZ(LL):0.020 F - -
HORZ(TL):0.036 F - -
Creep Factor: 2.0
Max TC CSI:0.367
Max BC CSI:0.647
Max Web CSI:0.272
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:B1
Ply: 1
Qty:3
SEQN:301805 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T14 /
DrwNo:143.24.1059.14473
/YK 05/22/2024
21'8"
6'8"11
6'8"11
10'10"
4'1"5
14'11"5
4'1"5
21'8"
6'8"11
6'10"7
6'10"7
11'8"
4'9"9
14'9"9
3'1"9
21'8"
6'10"71'4"1'4"
4"35'9"36'4"15A
B
C
D
E
F
GHIJ
6 12
3X4(A1)
2X4
3X4
4X4
3X6 3X4
2X4
3X4(A1)
$%Lbl:B1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 900 /-/-/520 /282 /173
G 900 /-/-/520 /282 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
G Brg Wid = 6.0 Min Req =1.5 (Truss)
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 842 -1369
C - D 726 -1107
D - E 709 -941
Chords Tens.Comp.
E - F 723 -1100
F - G 843 -1368
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 1182 -653
K - J 939 -445
Chords Tens.Comp.
J - I 939 -445
I - G 1181 -649
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.10 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.046 K 999 360
VERT(CL):0.085 K 999 240
HORZ(LL):0.021 G - -
HORZ(TL):0.038 G - -
Creep Factor: 2.0
Max TC CSI:0.219
Max BC CSI:0.674
Max Web CSI:0.141
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:B2
Ply: 1
Qty:2
SEQN:301806 /HIPS
FROM: DA
Cust: R9189 JRef:1Y0291890031 T13 /
DrwNo:143.24.1059.13831
/YK 05/22/2024
21'8"
4'9"4
4'9"4
9'
4'2"12
12'8"
3'8"
16'10"12
4'2"12
21'8"
4'9"4
9'
9'
11'8"
2'8"
12'6"4
10"4
21'8"
9'1"121'4"1'4"
4"34'10"35'5"15A
B
C
D E
F
G
HIJK
6 12
3X4(A1)
2X4
4X6
3X4 3X6 3X8
4X4
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 900 /-/-/520 /282 /173
G 900 /-/-/520 /282 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
G Brg Wid = 6.0 Min Req =1.5 (Truss)
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 842 -1369
C - D 726 -1107
D - E 709 -941
Chords Tens.Comp.
E - F 723 -1100
F - G 843 -1368
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 1182 -653
K - J 939 -445
Chords Tens.Comp.
J - I 939 -445
I - G 1181 -649
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 20.10 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.046 K 999 360
VERT(CL):0.085 K 999 240
HORZ(LL):0.021 G - -
HORZ(TL):0.038 G - -
Creep Factor: 2.0
Max TC CSI:0.219
Max BC CSI:0.674
Max Web CSI:0.141
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:B2
Ply: 1
Qty:2
SEQN:301806 /HIPS
FROM: DA
Cust: R9189 JRef:1Y0291890031 T13 /
DrwNo:143.24.1059.13831
/YK 05/22/2024
21'8"
4'9"4
4'9"4
9'
4'2"12
12'8"
3'8"
16'10"12
4'2"12
21'8"
4'9"4
9'
9'
11'8"
2'8"
12'6"4
10"4
21'8"
9'1"121'4"1'4"
4"34'10"35'5"15A
B
C
D E
F
G
HIJK
6 12
3X4(A1)
2X4
4X6
3X4 3X6 3X8
4X4
2X4
3X4(A1)
$%Lbl:B2?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1686 /-/-/-/607 /-
F 1687 /-/-/-/608 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =2.0 (Truss)
F Brg Wid = 6.0 Min Req =2.0 (Truss)
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1065 -2997
C - D 1010 -2930
Chords Tens.Comp.
D - E 1010 -2930
E - F 1067 -2999
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2604 -899
K - J 2629 -902
J - I 2631 -903
Chords Tens.Comp.
I - H 2631 -903
H - F 2606 -900
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 617 -68C - J 410 -147
D - J 306 -428
Webs Tens.Comp.
J - E 406 -145H - E 620 -70
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.60 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
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 8th Ed. 2023 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):0.123 D 999 360
VERT(CL):0.231 D 999 240
HORZ(LL):0.047 F - -
HORZ(TL):0.089 F - -
Creep Factor: 2.0
Max TC CSI:0.673
Max BC CSI:0.787
Max Web CSI:0.236
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:B3G
Ply: 1
Qty:2
SEQN:301822 /HIPS
FROM: DA
Cust: R9189 JRef:1Y0291890031 T21 /
DrwNo:143.24.1059.13534
/YK 05/22/2024
21'8"
7'
7'
10'10"
3'10"
14'8"
3'10"
21'8"
7'
7'1"12
7'1"12
10'10"
3'8"4
11'8"
10"
14'6"4
2'10"4
21'8"
7'1"121'4"1'4"
4"33'10"34'5"15A
B
C D E
F
GHIJK
6
12
4X6(A2)
4X8
2X4
2X4
3X8 4X6 2X4
4X8
4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1686 /-/-/-/607 /-
F 1687 /-/-/-/608 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =2.0 (Truss)
F Brg Wid = 6.0 Min Req =2.0 (Truss)
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1065 -2997
C - D 1010 -2930
Chords Tens.Comp.
D - E 1010 -2930
E - F 1067 -2999
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - K 2604 -899
K - J 2629 -902
J - I 2631 -903
Chords Tens.Comp.
I - H 2631 -903
H - F 2606 -900
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 617 -68C - J 410 -147
D - J 306 -428
Webs Tens.Comp.
J - E 406 -145H - E 620 -70
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.60 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
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 8th Ed. 2023 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):0.123 D 999 360
VERT(CL):0.231 D 999 240
HORZ(LL):0.047 F - -
HORZ(TL):0.089 F - -
Creep Factor: 2.0
Max TC CSI:0.673
Max BC CSI:0.787
Max Web CSI:0.236
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:B3G
Ply: 1
Qty:2
SEQN:301822 /HIPS
FROM: DA
Cust: R9189 JRef:1Y0291890031 T21 /
DrwNo:143.24.1059.13534
/YK 05/22/2024
21'8"
7'
7'
10'10"
3'10"
14'8"
3'10"
21'8"
7'
7'1"12
7'1"12
10'10"
3'8"4
11'8"
10"
14'6"4
2'10"4
21'8"
7'1"121'4"1'4"
4"33'10"34'5"15A
B
C D E
F
GHIJK
6
12
4X6(A2)
4X8
2X4
2X4
3X8 4X6 2X4
4X8
4X6(A2)
$%Lbl:B3G?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 192 /-/-/140 /112 /30
D 7 /-10 /-/11 /4 /-
C -/-29 /-/27 /26 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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:0.221
Max BC CSI:0.027
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ1
Ply: 1
Qty:4
SEQN:247767 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T5 /
DrwNo:143.24.1059.14176
/YK 05/22/2024
1'
1'1'4"
3"15 7"151'1"A
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 192 /-/-/140 /112 /30
D 7 /-10 /-/11 /4 /-
C -/-29 /-/27 /26 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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:0.221
Max BC CSI:0.027
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ1
Ply: 1
Qty:4
SEQN:247767 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T5 /
DrwNo:143.24.1059.14176
/YK 05/22/2024
1'
1'1'4"
3"15 7"151'1"A
B
C
D
4 12
2X4(A1)
$%Lbl:CJ1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 201 /-/-/169 /88 /47
D 8 /-10 /-/16 /14 /-
C -/-35 /-/36 /43 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.10 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.235
Max BC CSI:0.032
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ1B
Ply: 1
Qty:8
SEQN:247747 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T24 /
DrwNo:143.24.1059.14271
/YK 05/22/2024
1'
1'1'4"
4"3 10"31'5"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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 201 /-/-/169 /88 /47
D 8 /-10 /-/16 /14 /-
C -/-35 /-/36 /43 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.10 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.235
Max BC CSI:0.032
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ1B
Ply: 1
Qty:8
SEQN:247747 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T24 /
DrwNo:143.24.1059.14271
/YK 05/22/2024
1'
1'1'4"
4"3 10"31'5"15A
B
C
D
6
12
2X4(A1)
$%Lbl:CJ1B?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 217 /-/-/167 /108 /55
D 48 /-/-/62 /29 /-
C 58 /-/-/27 /35 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.216
Max BC CSI:0.076
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ3
Ply: 1
Qty:4
SEQN:247769 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T4 /
DrwNo:143.24.1059.13940
/YK 05/22/2024
3'
3'1'4"
3"15 1'3"151'9"A
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 217 /-/-/167 /108 /55
D 48 /-/-/62 /29 /-
C 58 /-/-/27 /35 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.216
Max BC CSI:0.076
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ3
Ply: 1
Qty:4
SEQN:247769 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T4 /
DrwNo:143.24.1059.13940
/YK 05/22/2024
3'
3'1'4"
3"15 1'3"151'9"A
B
C
D
4 12
2X4(A1)
$%Lbl:CJ3?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 222 /-/-/165 /75 /94
D 50 /-/-/27 /-/-
C 59 /-/-/33 /53 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.60 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.243
Max BC CSI:0.066
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ3B
Ply: 1
Qty:8
SEQN:247749 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T23 /
DrwNo:143.24.1059.13579
/YK 05/22/2024
3'
3'1'4"
4"3 1'10"32'5"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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 222 /-/-/165 /75 /94
D 50 /-/-/27 /-/-
C 59 /-/-/33 /53 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 18.60 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.243
Max BC CSI:0.066
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ3B
Ply: 1
Qty:8
SEQN:247749 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T23 /
DrwNo:143.24.1059.13579
/YK 05/22/2024
3'
3'1'4"
4"3 1'10"32'5"15A
B
C
D
6
12
2X4(A1)
$%Lbl:CJ3B?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 283 /-/-/224 /131 /83
D 87 /-/-/117 /58 /-
C 114 /-/-/54 /68 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.005 B - -
HORZ(TL):0.009 B - -
Creep Factor: 2.0
Max TC CSI:0.484
Max BC CSI:0.304
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ5
Ply: 1
Qty:3
SEQN:247771 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T3 /
DrwNo:143.24.1059.14269
/YK 05/22/2024
5'
5'1'4"
3"15 1'11"152'5"A
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 283 /-/-/224 /131 /83
D 87 /-/-/117 /58 /-
C 114 /-/-/54 /68 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.005 B - -
HORZ(TL):0.009 B - -
Creep Factor: 2.0
Max TC CSI:0.484
Max BC CSI:0.304
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ5
Ply: 1
Qty:3
SEQN:247771 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T3 /
DrwNo:143.24.1059.14269
/YK 05/22/2024
5'
5'1'4"
3"15 1'11"152'5"A
B
C
D
4 12
2X4(A1)
$%Lbl:CJ5?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 192 /-/-/158 /70 /68
C 89 /-/-/121 /62 /-
B 120 /-/-/58 /71 /-
Wind reactions based on MWFRS
A Brg Wid = 3.0 Min Req =1.5 (Truss)
C Brg Wid = 1.5 Min Req =-
B Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.006 A - -
HORZ(TL):0.012 A - -
Creep Factor: 2.0
Max TC CSI:0.418
Max BC CSI:0.323
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ5A
Ply: 1
Qty:1
SEQN:301851 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T6 /
DrwNo:143.24.1059.14598
/YK 05/22/2024
5'
5'
3"15 1'11"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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 192 /-/-/158 /70 /68
C 89 /-/-/121 /62 /-
B 120 /-/-/58 /71 /-
Wind reactions based on MWFRS
A Brg Wid = 3.0 Min Req =1.5 (Truss)
C Brg Wid = 1.5 Min Req =-
B Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.006 A - -
HORZ(TL):0.012 A - -
Creep Factor: 2.0
Max TC CSI:0.418
Max BC CSI:0.323
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ5A
Ply: 1
Qty:1
SEQN:301851 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T6 /
DrwNo:143.24.1059.14598
/YK 05/22/2024
5'
5'
3"15 1'11"15A
B
C
4 12
2X4(A1)
$%Lbl:CJ5A?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 288 /-/-/202 /90 /143
D 89 /-/-/48 /-/-
C 116 /-/-/71 /100 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.10 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.005 B - -
HORZ(TL):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.413
Max BC CSI:0.230
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ5B
Ply: 1
Qty:8
SEQN:247751 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T22 /
DrwNo:143.24.1059.13517
/YK 05/22/2024
5'
5'1'4"
4"3 2'10"33'5"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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 288 /-/-/202 /90 /143
D 89 /-/-/48 /-/-
C 116 /-/-/71 /100 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.10 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.005 B - -
HORZ(TL):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.413
Max BC CSI:0.230
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:CJ5B
Ply: 1
Qty:8
SEQN:247751 /JACK
FROM: DA
Cust: R9189 JRef:1Y0291890031 T22 /
DrwNo:143.24.1059.13517
/YK 05/22/2024
5'
5'1'4"
4"3 2'10"33'5"15A
B
C
D
6
12
2X4(A1)
$%Lbl:CJ5B?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-30;Bot chord: 2x4 SP M-30;
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.
Left and right bottom chords exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1168 /-/-/533 /385 /57
F 1168 /-/-/533 /385 /-
Wind reactions based on MWFRS
K Brg Wid = 3.0 Min Req =1.5 (Truss)
F Brg Wid = 3.0 Min Req =1.5 (Truss)
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1768 -3268
C - D 1544 -2902
Chords Tens.Comp.
D - E 1544 -2902
E - F 1768 -3268
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 3134 -1656
J - I 2141 -1101
Chords Tens.Comp.
I - H 2141 -1101
H - F 3134 -1638
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 415 -481
J - D 812 -310
Webs Tens.Comp.
D - H 812 -310
H - E 415 -481
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.247 D 999 360
VERT(CL):0.451 D 774 279
HORZ(LL):0.060 F - -
HORZ(TL):0.109 F - -
Creep Factor: 2.0
Max TC CSI:0.450
Max BC CSI:0.653
Max Web CSI:0.309
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:D1
Ply: 1
Qty:3
SEQN:247757 /COMN
FROM: WM
Cust: R9189 JRef:1Y0291890031 T11
DrwNo:143.24.1059.14880
JB /YK 05/22/2024
29'4"
7'10"4
7'10"4
14'8"
6'9"12
21'5"12
6'9"12
29'4"
7'10"4
10'1"11
10'1"11
15'4"
5'2"5
19'2"5
3'10"5
29'4"
10'1"111'4"1'4"
3"143'11"144'3"10A B
C
D
E
F G
HIJK
3 12
3X6(A1)
5X6
3X4
4X6
3X6 3X4
5X6
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP M-30;Bot chord: 2x4 SP M-30;
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.
Left and right bottom chords exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1168 /-/-/533 /385 /57
F 1168 /-/-/533 /385 /-
Wind reactions based on MWFRS
K Brg Wid = 3.0 Min Req =1.5 (Truss)
F Brg Wid = 3.0 Min Req =1.5 (Truss)
Bearings K & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1768 -3268
C - D 1544 -2902
Chords Tens.Comp.
D - E 1544 -2902
E - F 1768 -3268
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - J 3134 -1656
J - I 2141 -1101
Chords Tens.Comp.
I - H 2141 -1101
H - F 3134 -1638
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - J 415 -481
J - D 812 -310
Webs Tens.Comp.
D - H 812 -310
H - E 415 -481
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.247 D 999 360
VERT(CL):0.451 D 774 279
HORZ(LL):0.060 F - -
HORZ(TL):0.109 F - -
Creep Factor: 2.0
Max TC CSI:0.450
Max BC CSI:0.653
Max Web CSI:0.309
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:D1
Ply: 1
Qty:3
SEQN:247757 /COMN
FROM: WM
Cust: R9189 JRef:1Y0291890031 T11
DrwNo:143.24.1059.14880
JB /YK 05/22/2024
29'4"
7'10"4
7'10"4
14'8"
6'9"12
21'5"12
6'9"12
29'4"
7'10"4
10'1"11
10'1"11
15'4"
5'2"5
19'2"5
3'10"5
29'4"
10'1"111'4"1'4"
3"143'11"144'3"10A B
C
D
E
F G
HIJK
3 12
3X6(A1)
5X6
3X4
4X6
3X6 3X4
5X6
3X6(A1)
$%Lbl:D1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 2.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/714.
Additional Notes
Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AN*101 /-/-/43 /40 /3
Wind reactions based on MWFRS
AN Brg Wid = 352 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.005 T 999 360
VERT(CL):0.008 T 999 278
HORZ(LL):-0.002 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.177
Max BC CSI:0.095
Max Web CSI:0.360
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:D1X
Ply: 1
Qty:1
SEQN:247738 /GABL
FROM: WM
Cust: R9189 JRef:1Y0291890031 T34
DrwNo:143.24.1059.14787
JB /YK 05/22/2024
29'4"
4'1'4"
(TYP)
14'8"
14'8"
29'4"
14'8"
29'4"
29'4"1'4"1'4"
3"143'11"144'3"10A B
F
K
P
T U
AD AN
3 12
3X4(A1)
5X6
4X4
3X6
5X6
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 2.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/714.
Additional Notes
Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AN*101 /-/-/43 /40 /3
Wind reactions based on MWFRS
AN Brg Wid = 352 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.005 T 999 360
VERT(CL):0.008 T 999 278
HORZ(LL):-0.002 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.177
Max BC CSI:0.095
Max Web CSI:0.360
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:D1X
Ply: 1
Qty:1
SEQN:247738 /GABL
FROM: WM
Cust: R9189 JRef:1Y0291890031 T34
DrwNo:143.24.1059.14787
JB /YK 05/22/2024
29'4"
4'1'4"
(TYP)
14'8"
14'8"
29'4"
14'8"
29'4"
29'4"1'4"1'4"
3"143'11"144'3"10A B
F
K
P
T U
AD AN
3 12
3X4(A1)
5X6
4X4
3X6
5X6
3X4(A1)
$%Lbl:D1X?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 354 /-/-/285 /158 /110
D 125 /-/-/169 /85 /-
C 166 /-/-/79 /99 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.016 B - -
HORZ(TL):0.029 B - -
Creep Factor: 2.0
Max TC CSI:0.751
Max BC CSI:0.518
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:EJ7
Ply: 1
Qty:1
SEQN:247765 /EJAC
FROM: DA
Cust: R9189 JRef:1Y0291890031 T7 /
DrwNo:143.24.1059.14441
/YK 05/22/2024
7'
7'1'4"
3"15 2'7"153'1"A
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 354 /-/-/285 /158 /110
D 125 /-/-/169 /85 /-
C 166 /-/-/79 /99 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.016 B - -
HORZ(TL):0.029 B - -
Creep Factor: 2.0
Max TC CSI:0.751
Max BC CSI:0.518
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:EJ7
Ply: 1
Qty:1
SEQN:247765 /EJAC
FROM: DA
Cust: R9189 JRef:1Y0291890031 T7 /
DrwNo:143.24.1059.14441
/YK 05/22/2024
7'
7'1'4"
3"15 2'7"153'1"A
B
C
D
4 12
2X4(A1)
$%Lbl:EJ7?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 266 /-/-/222 /100 /95
C 126 /-/-/172 /88 /-
B 170 /-/-/82 /101 /-
Wind reactions based on MWFRS
A Brg Wid = 3.0 Min Req =1.5 (Truss)
C Brg Wid = 1.5 Min Req =-
B Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.018 A - -
HORZ(TL):0.033 A - -
Creep Factor: 2.0
Max TC CSI:0.802
Max BC CSI:0.580
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:EJ7A
Ply: 1
Qty:3
SEQN:301849 /EJAC
FROM: DA
Cust: R9189 JRef:1Y0291890031 T8 /
DrwNo:143.24.1059.14505
/YK 05/22/2024
7'
7'
3"15 2'7"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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left bottom chord exposed to wind.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 266 /-/-/222 /100 /95
C 126 /-/-/172 /88 /-
B 170 /-/-/82 /101 /-
Wind reactions based on MWFRS
A Brg Wid = 3.0 Min Req =1.5 (Truss)
C Brg Wid = 1.5 Min Req =-
B Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.018 A - -
HORZ(TL):0.033 A - -
Creep Factor: 2.0
Max TC CSI:0.802
Max BC CSI:0.580
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:EJ7A
Ply: 1
Qty:3
SEQN:301849 /EJAC
FROM: DA
Cust: R9189 JRef:1Y0291890031 T8 /
DrwNo:143.24.1059.14505
/YK 05/22/2024
7'
7'
3"15 2'7"15A
B
C
4 12
2X4(A1)
$%Lbl:EJ7A?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 360 /-/-/245 /109 /194
D 127 /-/-/71 /-/-
C 169 /-/-/104 /147 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.60 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.015 B - -
HORZ(TL):0.027 B - -
Creep Factor: 2.0
Max TC CSI:0.739
Max BC CSI:0.496
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:EJ7B
Ply: 1
Qty:10
SEQN:301816 /EJAC
FROM: DA
Cust: R9189 JRef:1Y0291890031 T25 /
DrwNo:143.24.1059.13533
/YK 05/22/2024
7'
7'1'4"
4"3 3'10"34'5"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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Provide (2) 16d common 0.162"x3.5", toe-nails at TC.Provide (2) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 360 /-/-/245 /109 /194
D 127 /-/-/71 /-/-
C 169 /-/-/104 /147 /-
Wind reactions based on MWFRS
B Brg Wid = 6.0 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 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:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.60 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.015 B - -
HORZ(TL):0.027 B - -
Creep Factor: 2.0
Max TC CSI:0.739
Max BC CSI:0.496
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:EJ7B
Ply: 1
Qty:10
SEQN:301816 /EJAC
FROM: DA
Cust: R9189 JRef:1Y0291890031 T25 /
DrwNo:143.24.1059.13533
/YK 05/22/2024
7'
7'1'4"
4"3 3'10"34'5"15A
B
C
D
6
12
2X4(A1)
$%Lbl:EJ7B?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-30; B2 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.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 17.94BC: From 10 plf at 0.00 to 10 plf at 17.94BC: 859 lb Conc. Load at 13.75
Plating Notes
All plates are 3X4 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[24]3X8 2.50 R 1.25 [25]3X4 S 1.25[26]3X4 S 1.25 [27]3X4 S 1.25
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 1187 /-/-/-/-/-
N 1645 /-/-/-/-/-
X Brg Wid = 7.2 Min Req =1.5 (Truss)
N Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearings X & N are a rigid surface.
Bearing X 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 -1044
C - D 0 -1752
D - E 0 -2572
E - F 0 -2618
F - G 0 -2640
Chords Tens.Comp.
G - H 0 -3018
H - I 0 -2990
I - J 0 -2763
J - K 0 -2763
K - L 0 -1538
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
X - W 633 0
W -V 1440 0
V - U 2133 0
U - T 2618 0
T - S 2917 0
Chords Tens.Comp.
S - R 3041 0
R - Q 3041 0
Q - P 2935 0
P - O 2151 0
O - N 914 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - B 0 -836
B - W 628 0
W -C 0 -604
C - V 477 0
V - D 0 -582
D - U 671 0
Webs Tens.Comp.
T - G 100 -419
J - P 0 -421
P - K 848 0
K - O 0 -918
O - L 933 0
L - N 0 -1192
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 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):0.259 G 831 360
VERT(CL):0.356 G 604 240
HORZ(LL):0.040 N - -
HORZ(TL):0.054 N - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.982
Max Web CSI:0.444
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FG1
Ply: 2
Qty:1
SEQN:301843 /FLAT
FROM: DA
Cust: R9189 JRef:1Y0291890031 T18 /
DrwNo:143.24.1059.13783
/YK 05/22/2024
2 Complete Trusses Required
B2
17'11"4
1'2"3
1'2"3
2'11"10
1'9"7
4'9"1
1'9"7
5'9"8
1'0"7
8'1"
2'3"8
9'1"9
1'0"9
10'11"4
1'9"11
12'8"15
1'9"11
13'9"8
1'0"9
14'10"6
1'0"14
16'8"10
1'10"4
17'11"4
1'2"10
2'0"15
2'0"15
3'10"5
1'9"7
5'7"12
1'9"7
8'2"12
2'7"
10'0"7
1'9"11
10'11"4
10"13
11'10"1
10"13
13'9"12
1'11"11
15'9"8
1'11"12
17'11"4
2'1"12
1'3"14
A B C D E F G H I J K L M
NOPQRSTUVWX
2X4 2X4 2X4 5X6
4X6
2X4
3X8[24]
3X4[25]
3X4[26]
3X4[27]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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-30; B2 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.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 17.94BC: From 10 plf at 0.00 to 10 plf at 17.94BC: 859 lb Conc. Load at 13.75
Plating Notes
All plates are 3X4 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[24]3X8 2.50 R 1.25 [25]3X4 S 1.25[26]3X4 S 1.25 [27]3X4 S 1.25
Purlins
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 1187 /-/-/-/-/-
N 1645 /-/-/-/-/-
X Brg Wid = 7.2 Min Req =1.5 (Truss)
N Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearings X & N are a rigid surface.
Bearing X 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 -1044
C - D 0 -1752
D - E 0 -2572
E - F 0 -2618
F - G 0 -2640
Chords Tens.Comp.
G - H 0 -3018
H - I 0 -2990
I - J 0 -2763
J - K 0 -2763
K - L 0 -1538
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
X - W 633 0
W -V 1440 0
V - U 2133 0
U - T 2618 0
T - S 2917 0
Chords Tens.Comp.
S - R 3041 0
R - Q 3041 0
Q - P 2935 0
P - O 2151 0
O - N 914 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - B 0 -836
B - W 628 0
W -C 0 -604
C - V 477 0
V - D 0 -582
D - U 671 0
Webs Tens.Comp.
T - G 100 -419
J - P 0 -421
P - K 848 0
K - O 0 -918
O - L 933 0
L - N 0 -1192
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 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):0.259 G 831 360
VERT(CL):0.356 G 604 240
HORZ(LL):0.040 N - -
HORZ(TL):0.054 N - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.982
Max Web CSI:0.444
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FG1
Ply: 2
Qty:1
SEQN:301843 /FLAT
FROM: DA
Cust: R9189 JRef:1Y0291890031 T18 /
DrwNo:143.24.1059.13783
/YK 05/22/2024
2 Complete Trusses Required
B2
17'11"4
1'2"3
1'2"3
2'11"10
1'9"7
4'9"1
1'9"7
5'9"8
1'0"7
8'1"
2'3"8
9'1"9
1'0"9
10'11"4
1'9"11
12'8"15
1'9"11
13'9"8
1'0"9
14'10"6
1'0"14
16'8"10
1'10"4
17'11"4
1'2"10
2'0"15
2'0"15
3'10"5
1'9"7
5'7"12
1'9"7
8'2"12
2'7"
10'0"7
1'9"11
10'11"4
10"13
11'10"1
10"13
13'9"12
1'11"11
15'9"8
1'11"12
17'11"4
2'1"12
1'3"14
A B C D E F G H I J K L M
NOPQRSTUVWX
2X4 2X4 2X4 5X6
4X6
2X4
3X8[24]
3X4[25]
3X4[26]
3X4[27]2X4
$%Lbl:FG1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-30; T2 4x2 SP #2;Bot chord: 4x2 SP M-30;
Webs: 4x2 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]4X8 4.25 L 1.25 [ 6]3X10 5.25 L 1.25[16]3X10 5.25 R 1.25 [17]4X8 4.25 R 1.25
Deflection
Max JT VERT DEFL: LL: 0.59" DL: 0.28". See detail
DEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1171 /-/-/-/-/-
M 1171 /-/-/-/-/-
S Brg Wid = 7.2 Min Req =1.5 (Truss)
M Brg Wid = 7.2 Min Req =1.5 (Truss)
Bearings S & M are a rigid surface.
Bearings S & M require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -3845
C - D 0 -3845
D - E 0 -5105
E - F 0 -5115
Chords Tens.Comp.
F - G 0 -5105
G - H 0 -3843
H - I 0 -3843
I - J 0 -3843
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
S - R 2256 0R - Q 4781 0
Q - P 4781 0
Chords Tens.Comp.
P - O 5115 0O - N 4784 0
N - M 2258 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
S - B 0 -2484
B - R 1756 0
R - D 0 -1035
D - P 768 -95
Webs Tens.Comp.
O - G 765 -97
G - N 0 -1040
N - J 1753 0
J - M 0 -2486
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.597 F 428 360
VERT(CL):0.820 F 311 255
HORZ(LL):0.075 M - -
HORZ(TL):0.103 M - -
Creep Factor: 2.0
Max TC CSI:0.733
Max BC CSI:0.892
Max Web CSI:0.836
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT1
Ply: 1
Qty:12
SEQN:301831 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T30 /
DrwNo:143.24.1059.14755
/YK 05/22/2024
T2
3"8
3"8
21'6"8
3"
2'6"
2'6"12(TYP)1'10"1'10"2'6"
3"
9'9"4
9'9"4
11'9"4
2'
21'6"8
9'9"4
1'4"A B C D E F G H I J K
MNOPQRS4X6
4X8[4]
3X10[6]W=SS0312
3X4
3X4 3X4
3X4W=3X6
3X10[16]
4X8[17]
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-30; T2 4x2 SP #2;Bot chord: 4x2 SP M-30;
Webs: 4x2 SP #3;
Plating Notes
All plates are 2X4 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]4X8 4.25 L 1.25 [ 6]3X10 5.25 L 1.25[16]3X10 5.25 R 1.25 [17]4X8 4.25 R 1.25
Deflection
Max JT VERT DEFL: LL: 0.59" DL: 0.28". See detail
DEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1171 /-/-/-/-/-
M 1171 /-/-/-/-/-
S Brg Wid = 7.2 Min Req =1.5 (Truss)
M Brg Wid = 7.2 Min Req =1.5 (Truss)
Bearings S & M are a rigid surface.
Bearings S & M require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -3845
C - D 0 -3845
D - E 0 -5105
E - F 0 -5115
Chords Tens.Comp.
F - G 0 -5105
G - H 0 -3843
H - I 0 -3843
I - J 0 -3843
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
S - R 2256 0R - Q 4781 0
Q - P 4781 0
Chords Tens.Comp.
P - O 5115 0O - N 4784 0
N - M 2258 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
S - B 0 -2484
B - R 1756 0
R - D 0 -1035
D - P 768 -95
Webs Tens.Comp.
O - G 765 -97
G - N 0 -1040
N - J 1753 0
J - M 0 -2486
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.597 F 428 360
VERT(CL):0.820 F 311 255
HORZ(LL):0.075 M - -
HORZ(TL):0.103 M - -
Creep Factor: 2.0
Max TC CSI:0.733
Max BC CSI:0.892
Max Web CSI:0.836
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT1
Ply: 1
Qty:12
SEQN:301831 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T30 /
DrwNo:143.24.1059.14755
/YK 05/22/2024
T2
3"8
3"8
21'6"8
3"
2'6"
2'6"12(TYP)1'10"1'10"2'6"
3"
9'9"4
9'9"4
11'9"4
2'
21'6"8
9'9"4
1'4"A B C D E F G H I J K
MNOPQRS4X6
4X8[4]
3X10[6]W=SS0312
3X4
3X4 3X4
3X4W=3X6
3X10[16]
4X8[17]
4X6
$%Lbl:FT1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T*109 /-/-/-/-/-
T Brg Wid = 258 Min Req =-
Bearing AK is a rigid surface.
Bearing AK 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:0.00
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 8th Ed. 2023 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 R 999 360
VERT(CL):0.000 R 999 254
HORZ(LL):0.000 R - -
HORZ(TL):0.000 R - -
Creep Factor: 2.0
Max TC CSI:0.100
Max BC CSI:0.011
Max Web CSI:0.033
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT1X
Ply: 1
Qty:2
SEQN:301832 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T31 /
DrwNo:143.24.1059.14567
/YK 05/22/2024
3"8
21'6"8
1'3"12
1'4"
(TYP)
1'4"8
1'4"8
21'6"8
20'2"1'4"A I R
T
UABAJ
AK
3X4
2X4 3X4
W=3X6
W=3X6 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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T*109 /-/-/-/-/-
T Brg Wid = 258 Min Req =-
Bearing AK is a rigid surface.
Bearing AK 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:0.00
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 8th Ed. 2023 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 R 999 360
VERT(CL):0.000 R 999 254
HORZ(LL):0.000 R - -
HORZ(TL):0.000 R - -
Creep Factor: 2.0
Max TC CSI:0.100
Max BC CSI:0.011
Max Web CSI:0.033
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT1X
Ply: 1
Qty:2
SEQN:301832 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T31 /
DrwNo:143.24.1059.14567
/YK 05/22/2024
3"8
21'6"8
1'3"12
1'4"
(TYP)
1'4"8
1'4"8
21'6"8
20'2"1'4"A I R
T
UABAJ
AK
3X4
2X4 3X4
W=3X6
W=3X6 3X4
3X4
2X4
$%Lbl:FT1x?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-30; T2 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP M-30;
Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 4]3X8 4.25 L 1.25 [ 7]4X6 3.00 L 1.25[13]3X4 1.50 R 1.25 [15]4X6 3.00 R 1.25
Deflection
Max JT VERT DEFL: LL: 0.43" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 969 /-/-/-/-/-
L 978 /-/-/-/-/-
R Brg Wid = 7.2 Min Req =1.5 (Truss)
L Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearings R & L are a rigid surface.
Bearing R 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 -2972
C - D 0 -2972
D - E 0 -3352
E - F 0 -3352
Chords Tens.Comp.
F - G 0 -3352
G - H 0 -2970
H - I 0 -2970
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 1823 0Q - P 1823 0
P - O 3336 0
Chords Tens.Comp.
O - N 3352 0N - M 3481 0
M - L 1794 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
R - B 0 -2007
B - P 1271 0
C - P 421 -111
P - D 0 -1234
Webs Tens.Comp.
D - O 415 -32
G - M 0 -566
M - I 1300 0
I - L 0 -1984
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.435 E 486 360
VERT(CL):0.567 E 373 240
HORZ(LL):0.044 L - -
HORZ(TL):0.061 L - -
Creep Factor: 2.0
Max TC CSI:0.771
Max BC CSI:0.946
Max Web CSI:0.619
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT2
Ply: 1
Qty:3
SEQN:301833 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T32 /
DrwNo:143.24.1059.13563
/YK 05/22/2024
T2
B23"8
3"8
17'11"4
3"2'6"2'6"12
(TYP)
6"2'0"12 2'6"3"
5'11"4
5'11"4
7'11"4
2'
17'11"4
10'1'4"A B C D E F G H I J
LMNOPQR
2X4
3X6
3X8[4]
W=3X6
2X4
4X6[7]
3X4
2X4
2X4
3X4
W=3X63X4[13]2X4
4X6[15]
3X8 2X4
3X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-30; T2 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP M-30;
Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 4]3X8 4.25 L 1.25 [ 7]4X6 3.00 L 1.25[13]3X4 1.50 R 1.25 [15]4X6 3.00 R 1.25
Deflection
Max JT VERT DEFL: LL: 0.43" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 969 /-/-/-/-/-
L 978 /-/-/-/-/-
R Brg Wid = 7.2 Min Req =1.5 (Truss)
L Brg Wid = 4.0 Min Req =1.5 (Truss)
Bearings R & L are a rigid surface.
Bearing R 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 -2972
C - D 0 -2972
D - E 0 -3352
E - F 0 -3352
Chords Tens.Comp.
F - G 0 -3352
G - H 0 -2970
H - I 0 -2970
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
R - Q 1823 0Q - P 1823 0
P - O 3336 0
Chords Tens.Comp.
O - N 3352 0N - M 3481 0
M - L 1794 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
R - B 0 -2007
B - P 1271 0
C - P 421 -111
P - D 0 -1234
Webs Tens.Comp.
D - O 415 -32
G - M 0 -566
M - I 1300 0
I - L 0 -1984
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.435 E 486 360
VERT(CL):0.567 E 373 240
HORZ(LL):0.044 L - -
HORZ(TL):0.061 L - -
Creep Factor: 2.0
Max TC CSI:0.771
Max BC CSI:0.946
Max Web CSI:0.619
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT2
Ply: 1
Qty:3
SEQN:301833 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T32 /
DrwNo:143.24.1059.13563
/YK 05/22/2024
T2
B23"8
3"8
17'11"4
3"2'6"2'6"12
(TYP)
6"2'0"12 2'6"3"
5'11"4
5'11"4
7'11"4
2'
17'11"4
10'1'4"A B C D E F G H I J
LMNOPQR
2X4
3X6
3X8[4]
W=3X6
2X4
4X6[7]
3X4
2X4
2X4
3X4
W=3X63X4[13]2X4
4X6[15]
3X8 2X4
3X8
$%Lbl:FT2?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 3]3X4 1.25 L 1.25 [12]4X6 2.75 R 1.25
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 750 /-/-/-/-/-
I 766 /-/-/-/-/-
O Brg Wid = 7.2 Min Req =1.5 (Truss)
I Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings O & H are a rigid surface.
Bearing O 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 -2029
C - D 0 -2029
D - E 0 -2093
Chords Tens.Comp.
E - F 0 -2080
F - G 0 -1033
G - H 0 -1043
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 1352 0
N - M 2093 0
Chords Tens.Comp.
M - L 2093 0
L - K 1549 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -1488B - N 749 0
N - D 220 -536
Webs Tens.Comp.
L - F 684 0F - K 0 -701
K - H 1261 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.160 E 999 360
VERT(CL):0.225 E 729 240
HORZ(LL):0.022 K - -
HORZ(TL):0.035 B - -
Creep Factor: 2.0
Max TC CSI:0.705
Max BC CSI:0.761
Max Web CSI:0.601
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT3
Ply: 1
Qty:2
SEQN:301834 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T20 /
DrwNo:143.24.1059.14426
/YK 05/22/2024
3"8
3"8
13'11"4
3"2'6"2'6"12
(TYP)
6"1'4"8 1'6"8
5"8
5'11"4
5'11"4
7'11"4
2'
13'11"4
6'1'4"1'1"3"
A B C D E F G H I
JKLMNO
2X4
3X4[3]
3X6 2X4
3X6
3X4
2X4
2X4
3X4
3X4
4X6[12]
3X4 5X6
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 3]3X4 1.25 L 1.25 [12]4X6 2.75 R 1.25
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 750 /-/-/-/-/-
I 766 /-/-/-/-/-
O Brg Wid = 7.2 Min Req =1.5 (Truss)
I Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings O & H are a rigid surface.
Bearing O 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 -2029
C - D 0 -2029
D - E 0 -2093
Chords Tens.Comp.
E - F 0 -2080
F - G 0 -1033
G - H 0 -1043
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 1352 0
N - M 2093 0
Chords Tens.Comp.
M - L 2093 0
L - K 1549 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -1488B - N 749 0
N - D 220 -536
Webs Tens.Comp.
L - F 684 0F - K 0 -701
K - H 1261 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.160 E 999 360
VERT(CL):0.225 E 729 240
HORZ(LL):0.022 K - -
HORZ(TL):0.035 B - -
Creep Factor: 2.0
Max TC CSI:0.705
Max BC CSI:0.761
Max Web CSI:0.601
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT3
Ply: 1
Qty:2
SEQN:301834 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T20 /
DrwNo:143.24.1059.14426
/YK 05/22/2024
3"8
3"8
13'11"4
3"2'6"2'6"12
(TYP)
6"1'4"8 1'6"8
5"8
5'11"4
5'11"4
7'11"4
2'
13'11"4
6'1'4"1'1"3"
A B C D E F G H I
JKLMNO
2X4
3X4[3]
3X6 2X4
3X6
3X4
2X4
2X4
3X4
3X4
4X6[12]
3X4 5X6
2X4
$%Lbl:FT3?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 3]3X4 1.25 L 1.25
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 746 /-/-/-/-/-
J 754 /-/-/-/-/-
O Brg Wid = 7.2 Min Req =1.5 (Truss)
J Brg Wid = 3.2 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Bearing O 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 -2010
C - D 0 -2010
D - E 0 -2058
Chords Tens.Comp.
E - F 0 -2001
F - G 0 -2001
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 1342 0
N - M 2059 0M - L 2058 0
Chords Tens.Comp.
L - K 2059 0
K - J 1317 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -1477
B - N 738 0
N - D 190 -460
Webs Tens.Comp.
E - K 174 -477
K - G 756 0
G - J 0 -1456
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.159 M 999 360
VERT(CL):0.207 D 787 240
HORZ(LL):0.024 J - -
HORZ(TL):0.033 J - -
Creep Factor: 2.0
Max TC CSI:0.607
Max BC CSI:0.747
Max Web CSI:0.409
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT4
Ply: 1
Qty:8
SEQN:301835 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T12 /
DrwNo:143.24.1059.14082
/YK 05/22/2024
3"8
3"8
13'10"8
3"2'6"
(TYP)
2'6"12 6"6"2'6"12 3"
5'11"4
5'11"4
7'11"4
2'
13'10"8
5'11"4
1'4"A B C D E F G H
JKLMNO
2X4
3X4[3]
3X6 2X4
3X6
3X4
2X4 2X4
3X42X4
3X6
3X6 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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 3]3X4 1.25 L 1.25
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 746 /-/-/-/-/-
J 754 /-/-/-/-/-
O Brg Wid = 7.2 Min Req =1.5 (Truss)
J Brg Wid = 3.2 Min Req =1.5 (Truss)
Bearings O & J are a rigid surface.
Bearing O 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 -2010
C - D 0 -2010
D - E 0 -2058
Chords Tens.Comp.
E - F 0 -2001
F - G 0 -2001
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
O - N 1342 0
N - M 2059 0M - L 2058 0
Chords Tens.Comp.
L - K 2059 0
K - J 1317 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - B 0 -1477
B - N 738 0
N - D 190 -460
Webs Tens.Comp.
E - K 174 -477
K - G 756 0
G - J 0 -1456
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.159 M 999 360
VERT(CL):0.207 D 787 240
HORZ(LL):0.024 J - -
HORZ(TL):0.033 J - -
Creep Factor: 2.0
Max TC CSI:0.607
Max BC CSI:0.747
Max Web CSI:0.409
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT4
Ply: 1
Qty:8
SEQN:301835 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T12 /
DrwNo:143.24.1059.14082
/YK 05/22/2024
3"8
3"8
13'10"8
3"2'6"
(TYP)
2'6"12 6"6"2'6"12 3"
5'11"4
5'11"4
7'11"4
2'
13'10"8
5'11"4
1'4"A B C D E F G H
JKLMNO
2X4
3X4[3]
3X6 2X4
3X6
3X4
2X4 2X4
3X42X4
3X6
3X6 2X4
3X6
$%Lbl:FT4?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M*108 /-/-/-/-/-
M Brg Wid = 167 Min Req =-
Bearing W is a rigid surface.
Bearing W 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:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 K 999 360
VERT(CL):0.000 K 999 240
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.125
Max BC CSI:0.013
Max Web CSI:0.036
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT4X
Ply: 1
Qty:1
SEQN:301836 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T19 /
DrwNo:143.24.1059.14270
/YK 05/22/2024
3"8
13'11"4
1'6"2
1'4"
(TYP)
1'6"14
1'6"14
13'11"4
12'4"6
1'4"A K
M
NV
W
3X4
2X4
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or
(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M*108 /-/-/-/-/-
M Brg Wid = 167 Min Req =-
Bearing W is a rigid surface.
Bearing W 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:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 K 999 360
VERT(CL):0.000 K 999 240
HORZ(LL):0.000 K - -
HORZ(TL):0.000 K - -
Creep Factor: 2.0
Max TC CSI:0.125
Max BC CSI:0.013
Max Web CSI:0.036
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT4X
Ply: 1
Qty:1
SEQN:301836 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T19 /
DrwNo:143.24.1059.14270
/YK 05/22/2024
3"8
13'11"4
1'6"2
1'4"
(TYP)
1'6"14
1'6"14
13'11"4
12'4"6
1'4"A K
M
NV
W
3X4
2X4
3X4 3X4
3X4
2X4
$%Lbl:FT4x?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-30; T2 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 3.33
BC: From 10 plf at 0.00 to 10 plf at 3.33TC: 766 lb Conc. Load at 1.00, 2.00
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 1039 /-/-/-/-/-
D 859 /-/-/-/-/-
F Brg Wid = 4.0 Min Req =1.5 (Truss)
D Brg Wid = -Min Req =-
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -971
Chords Tens.Comp.
B - C 0 -971
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 300 -1294
A - E 1054 0
B - E 0 -1181
Webs Tens.Comp.
E - C 1089 0
C - D 0 -1008
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: No
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 B 999 360
VERT(CL):0.040 B 851 240
HORZ(LL):-0.001 C - -
HORZ(TL):0.001 C - -
Creep Factor: 2.0
Max TC CSI:0.781
Max BC CSI:0.226
Max Web CSI:0.519
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT5
Ply: 1
Qty:1
SEQN:301837 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T15 /
DrwNo:143.24.1059.14347
/YK 05/22/2024
T2
3'4"
3"1'5"
(TYP)
3"1'1"A B C
DEF
5X6
2X4
3X6
3X8
5X6
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 4x2 SP M-30; T2 4x2 SP #2;Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 3.33
BC: From 10 plf at 0.00 to 10 plf at 3.33TC: 766 lb Conc. Load at 1.00, 2.00
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 1039 /-/-/-/-/-
D 859 /-/-/-/-/-
F Brg Wid = 4.0 Min Req =1.5 (Truss)
D Brg Wid = -Min Req =-
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -971
Chords Tens.Comp.
B - C 0 -971
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 300 -1294
A - E 1054 0
B - E 0 -1181
Webs Tens.Comp.
E - C 1089 0
C - D 0 -1008
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:0.00
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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: No
FT/RT:10(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 B 999 360
VERT(CL):0.040 B 851 240
HORZ(LL):-0.001 C - -
HORZ(TL):0.001 C - -
Creep Factor: 2.0
Max TC CSI:0.781
Max BC CSI:0.226
Max Web CSI:0.519
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:FT5
Ply: 1
Qty:1
SEQN:301837 /SY42
FROM: DA
Cust: R9189 JRef:1Y0291890031 T15 /
DrwNo:143.24.1059.14347
/YK 05/22/2024
T2
3'4"
3"1'5"
(TYP)
3"1'1"A B C
DEF
5X6
2X4
3X6
3X8
5X6
2X4
$%Lbl:FT5?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-30;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -1.82 to 54 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.84BC: From 0 plf at -1.82 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 9.84TC: -12 lb Conc. Load at 1.46TC: 116 lb Conc. Load at 4.29
TC: 227 lb Conc. Load at 7.12BC: 13 lb Conc. Load at 1.46BC: 97 lb Conc. Load at 4.29BC: 174 lb Conc. Load at 7.12
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 313 /-/-/-/219 /-
E 280 /-/-/-/169 /-
D 114 /-/-/-/62 /-
Wind reactions based on MWFRS
H Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 1.5 Min Req =-
D Brg Wid = 1.5 Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 730 -1171
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 1146 -704
Chords Tens.Comp.
G - F 1125 -691
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 700 -1140
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):-0.051 C 999 360
VERT(CL):0.089 C 999 240
HORZ(LL):-0.008 F - -
HORZ(TL):0.015 F - -
Creep Factor: 2.0
Max TC CSI:0.864
Max BC CSI:0.559
Max Web CSI:0.834
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:HJ7
Ply: 1
Qty:2
SEQN:247773 /HIP_
FROM: WM
Cust: R9189 JRef:1Y0291890031 T9
DrwNo:143.24.1059.14817
JB /YK 05/22/2024
3'11"12
3'11"12
9'10"1
5'10"5
3'10"
3'10"
9'1"12
5'3"12
9'10"1
8"51'9"14
3"15 2'7"123'0"9A
B
C
D
E FGH
2.83 12
2X4(A1)
2X4
3X4
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-30;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -1.82 to 54 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.84BC: From 0 plf at -1.82 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 9.84TC: -12 lb Conc. Load at 1.46TC: 116 lb Conc. Load at 4.29
TC: 227 lb Conc. Load at 7.12BC: 13 lb Conc. Load at 1.46BC: 97 lb Conc. Load at 4.29BC: 174 lb Conc. Load at 7.12
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 313 /-/-/-/219 /-
E 280 /-/-/-/169 /-
D 114 /-/-/-/62 /-
Wind reactions based on MWFRS
H Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 1.5 Min Req =-
D Brg Wid = 1.5 Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 730 -1171
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 1146 -704
Chords Tens.Comp.
G - F 1125 -691
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 700 -1140
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):-0.051 C 999 360
VERT(CL):0.089 C 999 240
HORZ(LL):-0.008 F - -
HORZ(TL):0.015 F - -
Creep Factor: 2.0
Max TC CSI:0.864
Max BC CSI:0.559
Max Web CSI:0.834
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:HJ7
Ply: 1
Qty:2
SEQN:247773 /HIP_
FROM: WM
Cust: R9189 JRef:1Y0291890031 T9
DrwNo:143.24.1059.14817
JB /YK 05/22/2024
3'11"12
3'11"12
9'10"1
5'10"5
3'10"
3'10"
9'1"12
5'3"12
9'10"1
8"51'9"14
3"15 2'7"123'0"9A
B
C
D
E FGH
2.83 12
2X4(A1)
2X4
3X4
4X4
$%Lbl:HJ7?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-30;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -1.89 to 55 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.84BC: From 0 plf at -1.89 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 9.84TC: -21 lb Conc. Load at 1.46TC: 118 lb Conc. Load at 4.29
TC: 232 lb Conc. Load at 7.12BC: 16 lb Conc. Load at 1.46BC: 100 lb Conc. Load at 4.29BC: 177 lb Conc. Load at 7.12
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 315 /-/-/-/241 /-
E 288 /-/-/-/96 /-
D 113 /-/-/-/86 /-
Wind reactions based on MWFRS
B Brg Wid = 7.7 Min Req =1.5 (Truss)
E Brg Wid = 1.5 Min Req =-
D Brg Wid = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 440 -854
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 815 -410
Chords Tens.Comp.
G - F 801 -412
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 424 -825
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.59 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.026 G 999 360
VERT(CL):0.048 G 999 240
HORZ(LL):0.006 F - -
HORZ(TL):0.011 F - -
Creep Factor: 2.0
Max TC CSI:0.863
Max BC CSI:0.500
Max Web CSI:0.618
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:HJ7B
Ply: 1
Qty:4
SEQN:247755 /HIP_
FROM: WM
Cust: R9189 JRef:1Y0291890031 T26
DrwNo:143.24.1059.14802
JB /YK 05/22/2024
3'11"12
3'11"12
9'10"1
5'10"5
3'10"
3'10"
9'4"13
5'6"13
9'10"1
5"41'10"10
4"3 3'9"144'5"7A
B
C
D
E FG
4.24 12
2X4(A1)2X4
3X4
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP M-30;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -1.89 to 55 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 9.84BC: From 0 plf at -1.89 to 4 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 9.84TC: -21 lb Conc. Load at 1.46TC: 118 lb Conc. Load at 4.29
TC: 232 lb Conc. Load at 7.12BC: 16 lb Conc. Load at 1.46BC: 100 lb Conc. Load at 4.29BC: 177 lb Conc. Load at 7.12
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe-nails at top chord.Provide (2) 16d common(0.162"x3.5") toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 315 /-/-/-/241 /-
E 288 /-/-/-/96 /-
D 113 /-/-/-/86 /-
Wind reactions based on MWFRS
B Brg Wid = 7.7 Min Req =1.5 (Truss)
E Brg Wid = 1.5 Min Req =-
D Brg Wid = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 440 -854
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - G 815 -410
Chords Tens.Comp.
G - F 801 -412
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 424 -825
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.59 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.026 G 999 360
VERT(CL):0.048 G 999 240
HORZ(LL):0.006 F - -
HORZ(TL):0.011 F - -
Creep Factor: 2.0
Max TC CSI:0.863
Max BC CSI:0.500
Max Web CSI:0.618
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:HJ7B
Ply: 1
Qty:4
SEQN:247755 /HIP_
FROM: WM
Cust: R9189 JRef:1Y0291890031 T26
DrwNo:143.24.1059.14802
JB /YK 05/22/2024
3'11"12
3'11"12
9'10"1
5'10"5
3'10"
3'10"
9'4"13
5'6"13
9'10"1
5"41'10"10
4"3 3'9"144'5"7A
B
C
D
E FG
4.24 12
2X4(A1)2X4
3X4
4X4
$%Lbl:HJ7B?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP #2;Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 6]3X4 S 2.25
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant and1-4-0 overhang. End jacks have 7-0-0 setback with0-0-0 cant and 1-4-0 overhang. Right side jacks have7-0-0 setback with 0-0-0 cant and 0-0-0 overhang.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1533 /-/-/-/428 /-
E 1534 /-/-/-/429 /-
Wind reactions based on MWFRS
J Brg Wid = 3.0 Min Req =1.8 (Truss)
E Brg Wid = 3.0 Min Req =1.8 (Truss)
Bearings J & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1046 -3954
C - D 971 -3711
Chords Tens.Comp.
D - E 1047 -3946
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - I 3719 -970
I - H 3675 -969
Chords Tens.Comp.
H - G 3675 -969
G - E 3711 -971
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - C 678 -8
Webs Tens.Comp.
D - G 687 -9
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
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 8th Ed. 2023 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):0.166 G 999 360
VERT(CL):0.308 G 769 240
HORZ(LL):0.044 E - -
HORZ(TL):0.081 E - -
Creep Factor: 2.0
Max TC CSI:0.679
Max BC CSI:0.876
Max Web CSI:0.262
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:K1G
Ply: 1
Qty:1
SEQN:301863 /HIPS
FROM: DA
Cust: R9189 JRef:1Y0291890031 T10 /
DrwNo:143.24.1059.14018
/YK 05/22/2024
T2
20'
7'
7'
13'
6'
20'
7'
6'10"4
6'10"4
10'
3'1"12
13'
3'
20'
7'1'4"1'4"
3"152'7"153'1"A
B
C D
E
F
GHIJ
4 12
4X6(A1)3X4[6]
5X6
6X6
5X6
4X4 4X6(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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2; T2 2x6 SP #2;Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 6]3X4 S 2.25
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant and1-4-0 overhang. End jacks have 7-0-0 setback with0-0-0 cant and 1-4-0 overhang. Right side jacks have7-0-0 setback with 0-0-0 cant and 0-0-0 overhang.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1533 /-/-/-/428 /-
E 1534 /-/-/-/429 /-
Wind reactions based on MWFRS
J Brg Wid = 3.0 Min Req =1.8 (Truss)
E Brg Wid = 3.0 Min Req =1.8 (Truss)
Bearings J & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1046 -3954
C - D 971 -3711
Chords Tens.Comp.
D - E 1047 -3946
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - I 3719 -970
I - H 3675 -969
Chords Tens.Comp.
H - G 3675 -969
G - E 3711 -971
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - C 678 -8
Webs Tens.Comp.
D - G 687 -9
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
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 8th Ed. 2023 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):0.166 G 999 360
VERT(CL):0.308 G 769 240
HORZ(LL):0.044 E - -
HORZ(TL):0.081 E - -
Creep Factor: 2.0
Max TC CSI:0.679
Max BC CSI:0.876
Max Web CSI:0.262
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:K1G
Ply: 1
Qty:1
SEQN:301863 /HIPS
FROM: DA
Cust: R9189 JRef:1Y0291890031 T10 /
DrwNo:143.24.1059.14018
/YK 05/22/2024
T2
20'
7'
7'
13'
6'
20'
7'
6'10"4
6'10"4
10'
3'1"12
13'
3'
20'
7'1'4"1'4"
3"152'7"153'1"A
B
C D
E
F
GHIJ
4 12
4X6(A1)3X4[6]
5X6
6X6
5X6
4X4 4X6(A1)
$%Lbl:K1G?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left and right bottom chords exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 266 /-/-/156 /91 /37
D 266 /-/-/156 /91 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 3.0 Min Req =1.5 (Truss)
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 C 999 360
VERT(CL):0.005 B 999 240
HORZ(LL):0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.227
Max BC CSI:0.123
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:L1
Ply: 1
Qty:4
SEQN:301845 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T1 /
DrwNo:143.24.1059.13908
/YK 05/22/2024
5'
2'6"
2'6"
5'
2'6"
5'
5'1'4"1'4"
3"151'1"151'7"A
B
C
D
E
4 12
2X4(A1)
3X4
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
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.
Left and right bottom chords exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 266 /-/-/156 /91 /37
D 266 /-/-/156 /91 /-
Wind reactions based on MWFRS
B Brg Wid = 3.0 Min Req =1.5 (Truss)
D Brg Wid = 3.0 Min Req =1.5 (Truss)
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 C 999 360
VERT(CL):0.005 B 999 240
HORZ(LL):0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.227
Max BC CSI:0.123
Max Web CSI:0.000
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:L1
Ply: 1
Qty:4
SEQN:301845 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T1 /
DrwNo:143.24.1059.13908
/YK 05/22/2024
5'
2'6"
2'6"
5'
2'6"
5'
5'1'4"1'4"
3"151'1"151'7"A
B
C
D
E
4 12
2X4(A1)
3X4
2X4(A1)
$%Lbl:L1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 6]2X4 S 2.25
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 43 /-32 /-/15 /7 /56
F 534 /-/-/251 /278 /-
E 43 /-32 /-/38 /31 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearing F is a rigid surface.
Bearings A & E Fcperp = 565psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 343 -515
Chords Tens.Comp.
C - D 343 -496
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 575 -278
Chords Tens.Comp.
F - D 575 -278
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 728 -430
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 22.18 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.006 D 999 360
VERT(CL):0.014 D 999 240
HORZ(LL):-0.003 F - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.236
Max BC CSI:0.103
Max Web CSI:0.217
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:PB1
Ply: 1
Qty:15
SEQN:301821 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T33 /
DrwNo:143.24.1059.13877
/YK 05/22/2024
4'0"12 4'0"12
10"13
10"13
4'0"12
3'1"15
7'2"11
3'1"15
8'1"8
10"13
10"13
10"13
4'0"12
3'1"15
7'2"11
3'1"15
8'1"8
10"131'10"141"8 2'0"6A
B
C
D
E
F
6 12
2X4(A1)
4X4
2X4[6]
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 continuous lateral restraint (CLR), installed withdiagonal bracing installed on the CLR per BCSI sections B3, B7, or B10, as applicable. Apply plates to each face of truss and position asshown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Refer to job's GeneralNotes page for additional information.Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
155 Harlem AveNorth Building, 4th FloorGlenview, IL 60025
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite
[ 6]2X4 S 2.25
Purlins
In lieu of rigid ceiling use purlins to brace BC @ 24"oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 43 /-32 /-/15 /7 /56
F 534 /-/-/251 /278 /-
E 43 /-32 /-/38 /31 /-
Wind reactions based on MWFRS
A Brg Wid = 3.5 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearing F is a rigid surface.
Bearings A & E Fcperp = 565psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 343 -515
Chords Tens.Comp.
C - D 343 -496
Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp.
B - F 575 -278
Chords Tens.Comp.
F - D 575 -278
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 728 -430
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-22
Speed:140 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 22.18 ft
TCDL: 4.2 psf
BCDL: 4.2 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 8th Ed. 2023 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):0.006 D 999 360
VERT(CL):0.014 D 999 240
HORZ(LL):-0.003 F - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.236
Max BC CSI:0.103
Max Web CSI:0.217
VIEW Ver: 23.02.02.1214.21
Job Number:825602-B
KC Construction - Hubbell Residence
Truss Label:PB1
Ply: 1
Qty:15
SEQN:301821 /COMN
FROM: DA
Cust: R9189 JRef:1Y0291890031 T33 /
DrwNo:143.24.1059.13877
/YK 05/22/2024
4'0"12 4'0"12
10"13
10"13
4'0"12
3'1"15
7'2"11
3'1"15
8'1"8
10"13
10"13
10"13
4'0"12
3'1"15
7'2"11
3'1"15
8'1"8
10"131'10"141"8 2'0"6A
B
C
D
E
F
6 12
2X4(A1)
4X4
2X4[6]
2X4(A1)
$%Lbl:PB1?$
05/22/2024
COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:160TL?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:BRCLBANC1014?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:BRCLBSUB0119?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:DEFLCAMB1014?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:REPCHRD1014?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:STRBRIBR1014?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:VAL180160118?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
SECTION CUT PARALLEL TO VALLEY RAFTER
Lumber Size and Grade Minumum Requirements
VALLEY ROOF PLAN
Ridge board...
Rafter spans 20'-0" or less...
Purlins / Lateral bracing...
Sleepers...
Cripples and blocking...
2x6 (min) #2 Southern Pine or better,
(A)2x4 SP #2, SPF #1/#2, DF #2 or better
2x4 SPF #2, HF #2, DF #2 or better
2x(width of rafter seat cut) SPF #3 or better
2 parallel 2x4 SPF #3
2x4 SPF #3 or better
GENERAL NOTES
Purlins required 2'-0" O.C. in absence of plywood sheathing.
Trusses without sheathing applied must be evaluated accordingly.
Connection Requirement Notes
1
2
3
4
5
6
*
2x4 rafters to ridge
Cripple to ridge
Cripple to rafter
Rafter to sleeper or blocking
Rafter to two 2x4 sleepers
Sleeper to truss
Two 2x4 sleepers to truss
Ridge board to roof block
Ridge board to truss
Attachment can be made directly
3 16d toe-nails
3 16d face nails
3 16d face nails
5 16d toe-nails
3 16d toe-nails each sleeper
3 16d face nails each truss
2 16d face nails each sleeper & truss
TRUSS UNDER VALLEY FRAMING
VALLEY RAFTER OR RIDGE
CRIPPLE
SEE CRIPPLE, BRACING,
2
BOARD
RIDGE
1
3
BEVEL RAFTER CUT AS REQ'D FOR PITCH
4 5
12
(A),(B) RAFTER
3 TO 8
1/2" SHEATHING (designed by others)
CRIPPLES
TYPICAL COMMONS
SPACED 24" O.C.
CRIPPLE, BRACING, & BLOCKING NOTES
nailed w/ 2 -10d (0.148"x3") common nails. Or 2x4 "T" or scab reinforcement nailed to-2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" long
VALLEY FRAMING & BRACING DETAIL
6
7
2x4 BLOCKING
(NOT REQUIRED IF SLEEPERS ARE USED)
-Narrow edge of cripple can face ridge or rafter,
as long as the proper number of nails are
installed into ridge board
7
or through plywood sheathing
lower truss top chords and lateral bracing is not used.
-Install blocking under cripples if cripples fall between
-Install blocking under rafter if sleepers are not used.
3 16d toe-nails
3 16d toe-nails
& BLOCKING NOTES
(2X6)
Effects of not providing sheathing below a valley set
must be evaluated by the building designer.
flat edge of cripple with 10d (0.128"x3.0") box nails at 6" o.c. "T" or scab must be 90%
of cripple length. Cripples over 10'-0" long requre two CLR's or both faces w/ "T" or scab.
Use stress graded lumber & box or common nails.
-Apply all nailing in accordance to current NDS requirements.
Purlin to truss (Typ) 8 3 16d nails
Truss to blocking 3 16d end nails 9
2x4 BLOCKING 2x4 Purlin 24" O.C.(Where no sheathing applied)OPTION #1OPTION #2OPTION #3OPTION #4*8
9
10 Truss to cripple 3 16d face nails
10
Truss to cripple11 3 16d face nails
8 Purlin to truss (If cripple is 3 16d nails
attached to purlin)
12 Cripple to purlin 3 16d face nails
128
11
3
3
Truss Below... See design - Southern Pine material
TRUSS
+
Cripples 4'-0" o.c. for 20 psf (TL) and 10 psf (TD) MAX.
2' 0" O.C. (Typ)
+
2x4 BLOCKING
Purlins should overlap sheathing one truss spacing minimum.
of 6", and nail upwards through sheathing into purlin with a
In cases that this is impractical, overlap sheathing a minimum
by cutting a 2" x 4" notch in sheathing
minimum of 8-8d (0.131"x2.5") common nails.
4'-0" TYPICAL
4' TYP(**)
(**)
(**)
(B)2x6 SP #2, SPF #1/#2, DF #2 or better
(**)6 16d face-nails
Collar Beam to Rafter13 3 16d face nails
14 Collar Beam to Cripple 3 16d face nails
Note: 16d (0.162"x3.5") Common Nails
14 1314
This drawing applies to valleys with the following conditions:
-Spans (distance between heels) 40'-0" or less
-Maximum valley height: 14'-0"
-Maximum mean roof height: 30 feet
-Or ASCE 7-10 ASCE 7-16, 110 mph, Enclosed, Exp D, Kzt=1.0
-ASCE 7-05, 120 mph, Enclosed, Cat II, Exp B, I=1.0, Kzt=1.0
-Or ASCE 7-10 & ASCE 7-16, 150 mph, Enclosed, Exp B, Kzt=1.0
-Or ASCE 7-10 & ASCE 7-16, 100 mph, Part. Enc., Exp C, Kzt=1.0
COLLAR BEAM, EVERY THIRD
PAIR OF RAFTERS
-Or ASCE 7-10 & ASCE 7-16, 125 mph, Enclosed, Exp C, Kzt=1.0
Space the crippes for each row starting from the valleys or sleepers
and working inward to the ridge board so that cripple locations are
staggered between rows.
+4'-0" TYPICAL++4'-0" TYPICAL4'-0" MAX SPACING
+4' MAX
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:VALCONVF0118?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999
155 Harlem Ave
North Building, 4th Floor
Glenview, IL 60025
#%DETAIL?$
$%Lbl:VALTN160118?$
05/22/2024COA#0-278, Yoonhwak Kim, FL PE #86367
Florida Certificate of Product Approval #FL 1999