1820OceanGrove.RES21-0003 Trusses_1Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: W. B. Howland Company, Inc.Job Number: 20-4689
Job Description: Kiley Res
Address:
Job Engineering Criteria:
Design Code: FBC 2017 RES IntelliVIEW Version: 20.01.01A
JRef #: 1X0V2150011
Wind Standard: ASCE 7-10 Wind Speed (mph): 130 Design Loading (psf): 40.00, 55.00
Building Type: Closed
This package contains general notes pages, 52 truss drawing(s) and 7 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 337.20.1430.30956 A01 2 337.20.1430.30644 A02
3 337.20.1430.30817 A03 4 337.20.1430.31066 A03A
5 337.20.1430.30676 A04 6 337.20.1430.30926 A04A
7 337.20.1430.30786 A05 8 337.20.1430.30784 A05A
9 337.20.1430.31018 A06 10 337.20.1430.31003 A06A
11 337.20.1430.30831 B01 12 337.20.1430.31065 B02
13 337.20.1430.30986 B03 14 337.20.1430.30675 B04
15 337.20.1430.30581 B05 16 337.20.1430.30816 B06
17 337.20.1430.30862 C01 18 337.20.1430.30879 C02
19 337.20.1430.30566 C03 20 337.20.1430.31049 C04
21 337.20.1430.30972 C05 22 337.20.1430.30908 D01
23 337.20.1430.30705 D02 24 337.20.1430.30224 F01
25 337.20.1430.30223 F02 26 337.20.1430.30316 F03
27 337.20.1430.30207 F04 28 337.20.1430.30379 F05
29 337.20.1430.30285 F06 30 337.20.1430.30238 F07
31 337.20.1430.30269 F08 32 337.20.1430.30331 F09
33 337.20.1430.30409 F10 34 337.20.1430.30254 F11
35 337.20.1430.30348 F12 36 338.20.0733.45120 F13
37 337.20.1430.30160 F14 38 338.20.0733.53487 FT01
39 337.20.1430.30627 FT02 40 338.20.0733.59353 FT03
41 337.20.1430.30707 FT04 42 337.20.1430.30518 J01
43 337.20.1430.30519 J02 44 337.20.1430.30410 J03
45 337.20.1430.30535 J04 46 337.20.1430.30878 J05HJ
47 337.20.1430.30472 J06 48 337.20.1430.30504 J07HJ
49 337.20.1430.30488 J08 50 337.20.1430.30440 J09
51 337.20.1430.30925 M01 52 337.20.1430.30785 M02
Florida Certificate of Product Approval #FL1999 Printed 12/3/2020 10:24:14 AM
12/03/2020
COA #0 278
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 2:
Customer: W. B. Howland Company, Inc.Job Number: 20-4689
Job Description: Kiley Res
Address:
Item Drawing Number Truss Item Drawing Number Truss
53 A14015ENC101014 54 A14030ENC101014
55 BRCLBSUB0119 56 GBLLETIN0118
57 STRBRIBR1014 58 A16015ENC101014
59 A16030ENC101014
Florida Certificate of Product Approval #FL1999 Printed 12/3/2020 10:24:14 AM
12/03/2020
COA #0 278
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31; B2,B3 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
10-3-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2176 /-/-/1203 /306 /390
J 2176 /-/-/1203 /306 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.8
J Brg Width = 4.0 Min Req =1.8
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1204 -3601
C - D 1157 -3235
D - E 1084 -2752
E - F 1045 -2446
Chords Tens.Comp.
F - G 1045 -2446
G - H 1084 -2752
H - I 1157 -3235
I - J 1206 -3602
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 3025 -897
R - Q 3024 -897
Q - P 2709 -722
P - O 2298 -534
Chords Tens.Comp.
O - N 2298 -544
N - M 2708 -748
M - L 3025 -920
L - J 3026 -920
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - D 397 -114
D - P 327 -657
E - P 736 -250
Webs Tens.Comp.
G - N 735 -248
N - H 326 -655
H - M 399 -116
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.51 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.219 F 999 240
VERT(CL):0.409 F 999 180
HORZ(LL):0.092 L - -
HORZ(TL):0.172 L - -
Creep Factor: 2.0
Max TC CSI:0.549
Max BC CSI:0.839
Max Web CSI:0.481
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A01
Ply: 1
Qty:2
SEQN:349178 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T35 /
DrwNo:337.20.1430.30956
/YK 12/02/2020
B2 B3
45'
5'11"11
5'11"11
11'5"14
5'6"2
17'
5'6"2
22'6"
5'6"
28'
5'6"
33'6"2
5'6"2
39'0"5
5'6"2
45'
5'11"11
5'11"11
5'11"11
11'5"14
5'6"2
17'
5'6"2
22'6"
5'6"
28'
5'6"
33'6"2
5'6"2
39'0"5
5'6"2
45'
5'11"111'4"1'4"
4"5
1 0 '3 "5
1 1 '0 "6
(a)
(a)
(a)
A
B
C
D
E F G
H
I
J
K
LMNOPQR
7
12
3X10(B3)2X4
5X6
5X6
3X4
6X6
3X4
2X4
6X8
6X6
3X4
5X6
5X6
3X4
2X4 3X10(B3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31; B2,B3 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
10-3-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2176 /-/-/1203 /306 /390
J 2176 /-/-/1203 /306 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.8
J Brg Width = 4.0 Min Req =1.8
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1204 -3601
C - D 1157 -3235
D - E 1084 -2752
E - F 1045 -2446
Chords Tens.Comp.
F - G 1045 -2446
G - H 1084 -2752
H - I 1157 -3235
I - J 1206 -3602
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 3025 -897
R - Q 3024 -897
Q - P 2709 -722
P - O 2298 -534
Chords Tens.Comp.
O - N 2298 -544
N - M 2708 -748
M - L 3025 -920
L - J 3026 -920
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - D 397 -114
D - P 327 -657
E - P 736 -250
Webs Tens.Comp.
G - N 735 -248
N - H 326 -655
H - M 399 -116
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.51 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.219 F 999 240
VERT(CL):0.409 F 999 180
HORZ(LL):0.092 L - -
HORZ(TL):0.172 L - -
Creep Factor: 2.0
Max TC CSI:0.549
Max BC CSI:0.839
Max Web CSI:0.481
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A01
Ply: 1
Qty:2
SEQN:349178 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T35 /
DrwNo:337.20.1430.30956
/YK 12/02/2020
B2 B3
45'
5'11"11
5'11"11
11'5"14
5'6"2
17'
5'6"2
22'6"
5'6"
28'
5'6"
33'6"2
5'6"2
39'0"5
5'6"2
45'
5'11"11
5'11"11
5'11"11
11'5"14
5'6"2
17'
5'6"2
22'6"
5'6"
28'
5'6"
33'6"2
5'6"2
39'0"5
5'6"2
45'
5'11"111'4"1'4"
4"5
1 0 '3 "5
1 1 '0 "6
(a)
(a)
(a)
A
B
C
D
E F G
H
I
J
K
LMNOPQR
7
12
3X10(B3)2X4
5X6
5X6
3X4
6X6
3X4
2X4
6X8
6X6
3X4
5X6
5X6
3X4
2X4 3X10(B3)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31; B2 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-1-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2214 /-/-/1195 /346 /349
K 2209 /-/-/1195 /346 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.8
K Brg Width = 4.0 Min Req =1.8
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1233 -3698
C - D 1237 -3511
D - E 1131 -2968
E - F 1121 -2760
F - G 1125 -2755
Chords Tens.Comp.
G - H 1125 -2756
H - I 1131 -2959
I - J 1238 -3502
J - K 1235 -3690
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 3112 -931
R - Q 2831 -782
Q - P 2492 -618
P - O 2769 -725
Chords Tens.Comp.
O - N 2484 -629
N - M 2823 -811
M - K 3105 -954
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - D 391 -117
D - Q 286 -532
E - Q 659 -218
E - P 549 -215
Webs Tens.Comp.
O - H 545 -218
H - N 664 -218
N - I 285 -530
I - M 391 -119
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.93 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.236 G 999 240
VERT(CL):0.434 G 999 180
HORZ(LL):0.093 M - -
HORZ(TL):0.172 M - -
Creep Factor: 2.0
Max TC CSI:0.573
Max BC CSI:0.887
Max Web CSI:0.617
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A02
Ply: 1
Qty:2
SEQN:349179 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T36 /
DrwNo:337.20.1430.30644
/YK 12/02/2020
B2
45'
5'3"11
5'3"11
10'1"14
4'10"2
15'
4'10"2
20'0"9
5'0"9
24'11"7
4'10"13
30'
5'0"9
34'10"2
4'10"2
39'8"5
4'10"2
45'
5'3"11
7'8"13
7'8"13
15'
7'3"3
20'0"9
5'0"9
24'11"7
4'10"13
30'
5'0"9
37'3"3
7'3"3
45'
7'8"131'4"1'4"
4"5
9 '1 "5
9 '1 0 "6(a)(a)(a)
A
B
C
D
E F G H
I
J
K
L
MNOPQR
7
12
3X10(B3)
5X6
3X4
3X4
6X6
5X6 3X4
3X4 2X4
3X8
6X6
5X6
5X6
3X4
2X4
3X10(B3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31; B2 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-1-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2214 /-/-/1195 /346 /349
K 2209 /-/-/1195 /346 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.8
K Brg Width = 4.0 Min Req =1.8
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1233 -3698
C - D 1237 -3511
D - E 1131 -2968
E - F 1121 -2760
F - G 1125 -2755
Chords Tens.Comp.
G - H 1125 -2756
H - I 1131 -2959
I - J 1238 -3502
J - K 1235 -3690
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 3112 -931
R - Q 2831 -782
Q - P 2492 -618
P - O 2769 -725
Chords Tens.Comp.
O - N 2484 -629
N - M 2823 -811
M - K 3105 -954
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - D 391 -117
D - Q 286 -532
E - Q 659 -218
E - P 549 -215
Webs Tens.Comp.
O - H 545 -218
H - N 664 -218
N - I 285 -530
I - M 391 -119
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.93 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.236 G 999 240
VERT(CL):0.434 G 999 180
HORZ(LL):0.093 M - -
HORZ(TL):0.172 M - -
Creep Factor: 2.0
Max TC CSI:0.573
Max BC CSI:0.887
Max Web CSI:0.617
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A02
Ply: 1
Qty:2
SEQN:349179 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T36 /
DrwNo:337.20.1430.30644
/YK 12/02/2020
B2
45'
5'3"11
5'3"11
10'1"14
4'10"2
15'
4'10"2
20'0"9
5'0"9
24'11"7
4'10"13
30'
5'0"9
34'10"2
4'10"2
39'8"5
4'10"2
45'
5'3"11
7'8"13
7'8"13
15'
7'3"3
20'0"9
5'0"9
24'11"7
4'10"13
30'
5'0"9
37'3"3
7'3"3
45'
7'8"131'4"1'4"
4"5
9 '1 "5
9 '1 0 "6(a)(a)(a)
A
B
C
D
E F G H
I
J
K
L
MNOPQR
7
12
3X10(B3)
5X6
3X4
3X4
6X6
5X6 3X4
3X4 2X4
3X8
6X6
5X6
5X6
3X4
2X4
3X10(B3)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
7-11-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1184 /596 /308
I 1961 /-/-/1184 /596 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
I Brg Width = 4.0 Min Req =2.3
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1240 -3183
C - D 1165 -2709
D - E 1242 -2676
E - F 1246 -2686
Chords Tens.Comp.
F - G 1247 -2686
G - H 1166 -2708
H - I 1239 -3183
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2657 -914
P - O 2655 -914
O - N 2254 -707
N - M 2691 -895
Chords Tens.Comp.
M - L 2253 -718
L - K 2656 -945
K - I 2658 -944
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 270 -479
D - O 455 -143
D - N 667 -284
N - E 228 -394
Webs Tens.Comp.
M - G 675 -288
F - M 232 -386
G - L 456 -144
L - H 270 -480
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.34 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.211 F 999 240
VERT(CL):0.435 F 999 180
HORZ(LL):0.090 K - -
HORZ(TL):0.184 K - -
Creep Factor: 2.0
Max TC CSI:0.579
Max BC CSI:0.822
Max Web CSI:0.529
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A03
Ply: 1
Qty:1
SEQN:349180 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T37 /
DrwNo:337.20.1430.30817
/YK 12/02/2020
45'
6'8"13
6'8"13
13'
6'3"3
19'4"9
6'4"9
25'7"7
6'2"13
32'
6'4"9
38'3"3
6'3"3
45'
6'8"13
6'8"13
6'8"13
13'
6'3"3
19'4"9
6'4"9
25'7"7
6'2"13
32'
6'4"9
38'3"3
6'3"3
45'
6'8"131'4"1'4"
4"5
7 '1 1 "5
8 '8 "6(a)
A
B
C
D E F G
H
I
J
KLMNOP
7
12
4X6(B4)5X6
5X6
7X6
3X4 5X6
3X4 5X6
3X8
7X6
5X6
5X6
2X4 4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
7-11-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1184 /596 /308
I 1961 /-/-/1184 /596 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
I Brg Width = 4.0 Min Req =2.3
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1240 -3183
C - D 1165 -2709
D - E 1242 -2676
E - F 1246 -2686
Chords Tens.Comp.
F - G 1247 -2686
G - H 1166 -2708
H - I 1239 -3183
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2657 -914
P - O 2655 -914
O - N 2254 -707
N - M 2691 -895
Chords Tens.Comp.
M - L 2253 -718
L - K 2656 -945
K - I 2658 -944
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - O 270 -479
D - O 455 -143
D - N 667 -284
N - E 228 -394
Webs Tens.Comp.
M - G 675 -288
F - M 232 -386
G - L 456 -144
L - H 270 -480
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.34 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.211 F 999 240
VERT(CL):0.435 F 999 180
HORZ(LL):0.090 K - -
HORZ(TL):0.184 K - -
Creep Factor: 2.0
Max TC CSI:0.579
Max BC CSI:0.822
Max Web CSI:0.529
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A03
Ply: 1
Qty:1
SEQN:349180 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T37 /
DrwNo:337.20.1430.30817
/YK 12/02/2020
45'
6'8"13
6'8"13
13'
6'3"3
19'4"9
6'4"9
25'7"7
6'2"13
32'
6'4"9
38'3"3
6'3"3
45'
6'8"13
6'8"13
6'8"13
13'
6'3"3
19'4"9
6'4"9
25'7"7
6'2"13
32'
6'4"9
38'3"3
6'3"3
45'
6'8"131'4"1'4"
4"5
7 '1 1 "5
8 '8 "6(a)
A
B
C
D E F G
H
I
J
KLMNOP
7
12
4X6(B4)5X6
5X6
7X6
3X4 5X6
3X4 5X6
3X8
7X6
5X6
5X6
2X4 4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1183 /332 /374
J 1961 /-/-/1188 /293 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
J Brg Width = 4.0 Min Req =2.3
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1251 -3184
C - D 1171 -2707
D - E 1250 -2675
E - F 1241 -2676
Chords Tens.Comp.
F - G 1137 -2385
G - H 1120 -2431
H - I 1245 -2990
I - J 1241 -3197
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2659 -940
Q - P 2657 -940
P - O 2251 -726
O - N 2690 -914
Chords Tens.Comp.
N - M 2672 -900
M - L 2373 -794
L - J 2680 -956
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 275 -483
D - P 448 -146
D - O 678 -287
O - E 232 -400
Webs Tens.Comp.
F - M 821 -1655
G - M 2076 -976
M - H 308 -544
H - L 438 -136
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.239 N 999 240
VERT(CL):0.492 N 999 180
HORZ(LL):0.090 L - -
HORZ(TL):0.186 L - -
Creep Factor: 2.0
Max TC CSI:0.622
Max BC CSI:0.957
Max Web CSI:0.791
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A03A
Ply: 1
Qty:1
SEQN:349181 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T34 /
DrwNo:337.20.1430.31066
/YK 12/02/2020
45'
6'8"13
6'8"13
13'
6'3"3
19'3"
6'3"
25'6"
6'3"
28'9"
3'3"
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
6'8"13
6'8"13
13'
6'3"3
19'3"
6'3"
25'6"
6'3"
28'9"
3'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
7 '1 1 "5
9 '1 0 "1
1 0 '7 "2
(a)(a)
(a)
(a)
A
B
C
D E F
G
H
I
J
K
LMNOPQ
7
12
4X6(B4)2X4
5X6
7X6
5X6 3X4
3X4
5X6
6X6
5X6
6X8
5X6
5X6
2X4
4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1183 /332 /374
J 1961 /-/-/1188 /293 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
J Brg Width = 4.0 Min Req =2.3
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1251 -3184
C - D 1171 -2707
D - E 1250 -2675
E - F 1241 -2676
Chords Tens.Comp.
F - G 1137 -2385
G - H 1120 -2431
H - I 1245 -2990
I - J 1241 -3197
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2659 -940
Q - P 2657 -940
P - O 2251 -726
O - N 2690 -914
Chords Tens.Comp.
N - M 2672 -900
M - L 2373 -794
L - J 2680 -956
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 275 -483
D - P 448 -146
D - O 678 -287
O - E 232 -400
Webs Tens.Comp.
F - M 821 -1655
G - M 2076 -976
M - H 308 -544
H - L 438 -136
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.239 N 999 240
VERT(CL):0.492 N 999 180
HORZ(LL):0.090 L - -
HORZ(TL):0.186 L - -
Creep Factor: 2.0
Max TC CSI:0.622
Max BC CSI:0.957
Max Web CSI:0.791
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A03A
Ply: 1
Qty:1
SEQN:349181 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T34 /
DrwNo:337.20.1430.31066
/YK 12/02/2020
45'
6'8"13
6'8"13
13'
6'3"3
19'3"
6'3"
25'6"
6'3"
28'9"
3'3"
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
6'8"13
6'8"13
13'
6'3"3
19'3"
6'3"
25'6"
6'3"
28'9"
3'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
7 '1 1 "5
9 '1 0 "1
1 0 '7 "2
(a)(a)
(a)
(a)
A
B
C
D E F
G
H
I
J
K
LMNOPQ
7
12
4X6(B4)2X4
5X6
7X6
5X6 3X4
3X4
5X6
6X6
5X6
6X8
5X6
5X6
2X4
4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
6-9-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1169 /600 /267
J 1961 /-/-/1169 /600 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
J Brg Width = 4.0 Min Req =2.3
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1262 -3203
C - D 1210 -2838
D - E 1352 -3002
E - F 1436 -3221
Chords Tens.Comp.
F - G 1436 -3221
G - H 1352 -3002
H - I 1211 -2838
I - J 1261 -3203
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 2683 -945
R - Q 2681 -945
Q - P 2382 -785
P - O 3029 -1058
Chords Tens.Comp.
O - N 3029 -1053
N - M 2381 -795
M - L 2682 -976
L - J 2683 -975
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - Q 382 -119
D - P 940 -393
P - E 304 -596
Webs Tens.Comp.
G - N 304 -596
N - H 941 -393
H - M 381 -119
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.256 F 999 240
VERT(CL):0.527 F 999 180
HORZ(LL):0.095 L - -
HORZ(TL):0.196 L - -
Creep Factor: 2.0
Max TC CSI:0.580
Max BC CSI:0.886
Max Web CSI:0.547
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A04
Ply: 1
Qty:1
SEQN:349182 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T38 /
DrwNo:337.20.1430.30676
/YK 12/02/2020
45'
5'8"13
5'8"13
11'
5'3"3
16'9"14
5'9"14
22'6"
5'8"2
28'2"2
5'8"2
34'
5'9"14
39'3"3
5'3"3
45'
5'8"13
5'8"13
5'8"13
11'
5'3"3
16'9"14
5'9"14
22'6"
5'8"2
28'2"2
5'8"2
34'
5'9"14
39'3"3
5'3"3
45'
5'8"131'4"1'4"
4"5
6 '9 "5
7 '6 "6
A
B
C
D E F G H
I
J
K
LMNOPQR
7
12
4X6(B4)5X6
3X4
6X6
3X4 5X6
3X4 5X6
3X8
3X4
5X6
6X6
5X6
3X4
2X4 4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
6-9-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1169 /600 /267
J 1961 /-/-/1169 /600 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
J Brg Width = 4.0 Min Req =2.3
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1262 -3203
C - D 1210 -2838
D - E 1352 -3002
E - F 1436 -3221
Chords Tens.Comp.
F - G 1436 -3221
G - H 1352 -3002
H - I 1211 -2838
I - J 1261 -3203
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 2683 -945
R - Q 2681 -945
Q - P 2382 -785
P - O 3029 -1058
Chords Tens.Comp.
O - N 3029 -1053
N - M 2381 -795
M - L 2682 -976
L - J 2683 -975
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - Q 382 -119
D - P 940 -393
P - E 304 -596
Webs Tens.Comp.
G - N 304 -596
N - H 941 -393
H - M 381 -119
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.256 F 999 240
VERT(CL):0.527 F 999 180
HORZ(LL):0.095 L - -
HORZ(TL):0.196 L - -
Creep Factor: 2.0
Max TC CSI:0.580
Max BC CSI:0.886
Max Web CSI:0.547
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A04
Ply: 1
Qty:1
SEQN:349182 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T38 /
DrwNo:337.20.1430.30676
/YK 12/02/2020
45'
5'8"13
5'8"13
11'
5'3"3
16'9"14
5'9"14
22'6"
5'8"2
28'2"2
5'8"2
34'
5'9"14
39'3"3
5'3"3
45'
5'8"13
5'8"13
5'8"13
11'
5'3"3
16'9"14
5'9"14
22'6"
5'8"2
28'2"2
5'8"2
34'
5'9"14
39'3"3
5'3"3
45'
5'8"131'4"1'4"
4"5
6 '9 "5
7 '6 "6
A
B
C
D E F G H
I
J
K
LMNOPQR
7
12
4X6(B4)5X6
3X4
6X6
3X4 5X6
3X4 5X6
3X8
3X4
5X6
6X6
5X6
3X4
2X4 4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1172 /339 /374
J 1961 /-/-/1180 /292 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
J Brg Width = 4.0 Min Req =2.3
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1279 -3202
C - D 1223 -2839
D - E 1382 -3042
E - F 1442 -3210
Chords Tens.Comp.
F - G 1126 -2426
G - H 1124 -2432
H - I 1249 -2989
I - J 1246 -3197
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2682 -982
Q - P 2681 -983
P - O 2383 -818
O - N 3067 -1105
Chords Tens.Comp.
N - M 3213 -1159
M - L 2371 -796
L - J 2681 -960
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - P 385 -121
D - O 959 -399
O - E 297 -571
F - M 912 -1881
Webs Tens.Comp.
G - M 2020 -921
M - H 301 -537
H - L 435 -139
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.272 F 999 240
VERT(CL):0.559 F 959 180
HORZ(LL):0.095 L - -
HORZ(TL):0.196 L - -
Creep Factor: 2.0
Max TC CSI:0.674
Max BC CSI:0.948
Max Web CSI:0.770
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A04A
Ply: 1
Qty:1
SEQN:349183 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T29 /
DrwNo:337.20.1430.30926
/YK 12/02/2020
45'
5'8"13
5'8"13
11'
5'3"3
17'3"
6'3"
23'6"
6'3"
28'9"
5'3"
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
5'8"13
5'8"13
11'
5'3"3
17'3"
6'3"
23'6"
6'3"
28'9"
5'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
6 '9 "59'1 0 "1
1 0 '7 "2
(a)
(a)
(a)
A
B
C
D E F
G
H
I
J
K
LMNOPQ
7
12
4X6(B4)2X4
3X4
7X6
5X6 3X4
3X4
5X6
6X6
5X6
6X8
5X6
5X6
2X4
4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1172 /339 /374
J 1961 /-/-/1180 /292 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
J Brg Width = 4.0 Min Req =2.3
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1279 -3202
C - D 1223 -2839
D - E 1382 -3042
E - F 1442 -3210
Chords Tens.Comp.
F - G 1126 -2426
G - H 1124 -2432
H - I 1249 -2989
I - J 1246 -3197
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2682 -982
Q - P 2681 -983
P - O 2383 -818
O - N 3067 -1105
Chords Tens.Comp.
N - M 3213 -1159
M - L 2371 -796
L - J 2681 -960
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - P 385 -121
D - O 959 -399
O - E 297 -571
F - M 912 -1881
Webs Tens.Comp.
G - M 2020 -921
M - H 301 -537
H - L 435 -139
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.272 F 999 240
VERT(CL):0.559 F 959 180
HORZ(LL):0.095 L - -
HORZ(TL):0.196 L - -
Creep Factor: 2.0
Max TC CSI:0.674
Max BC CSI:0.948
Max Web CSI:0.770
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A04A
Ply: 1
Qty:1
SEQN:349183 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T29 /
DrwNo:337.20.1430.30926
/YK 12/02/2020
45'
5'8"13
5'8"13
11'
5'3"3
17'3"
6'3"
23'6"
6'3"
28'9"
5'3"
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
5'8"13
5'8"13
11'
5'3"3
17'3"
6'3"
23'6"
6'3"
28'9"
5'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
6 '9 "59'1 0 "1
1 0 '7 "2
(a)
(a)
(a)
A
B
C
D E F
G
H
I
J
K
LMNOPQ
7
12
4X6(B4)2X4
3X4
7X6
5X6 3X4
3X4
5X6
6X6
5X6
6X8
5X6
5X6
2X4
4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1149 /600 /277
K 1961 /-/-/1157 /595 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
K Brg Width = 4.0 Min Req =2.3
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1287 -3207
C - D 1261 -2961
D - E 1505 -3413
E - F 1682 -3861
F - G 1690 -3864
Chords Tens.Comp.
G - H 1480 -3375
H - I 1230 -2734
I - J 1208 -2804
J - K 1268 -3201
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 2692 -989
U - T 2692 -990
T - S 2507 -881
S - R 3456 -1276
R - Q 3456 -1276
Chords Tens.Comp.
Q - P 3878 -1438
P - O 3857 -1428
O - N 3344 -1217
N - M 2678 -979
M - K 2679 -978
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - S 1266 -524
S - E 376 -780
E - Q 583 -233
G - O 303 -695
Webs Tens.Comp.
O - H 559 -206
H - N 1057 -2337
I - N 2441 -1077
N - J 229 -396
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.346 P 999 240
VERT(CL):0.711 P 754 180
HORZ(LL):0.109 M - -
HORZ(TL):0.223 M - -
Creep Factor: 2.0
Max TC CSI:0.664
Max BC CSI:0.929
Max Web CSI:0.936
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A05
Ply: 1
Qty:1
SEQN:349184 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T21 /
DrwNo:337.20.1430.30786
/YK 12/02/2020
45'
4'8"13
4'8"13
9'
4'3"3
14'6"14
5'6"14
20'
5'5"2
25'5"2
5'5"2
31'
5'6"14
33'6"
2'6"
39'0"3
5'6"3
45'
5'11"13
4'8"13
4'8"13
9'
4'3"3
14'6"14
5'6"14
20'
5'5"2
25'5"2
5'5"2
31'
5'6"14
33'6"
2'6"
39'0"3
5'6"3
45'
5'11"131'4"1'4"
4"5
5 '7 "5
7 '0 "1 3
7 '9 "1 4(a)
A
B
C
D E F G H
I
J
K
L
MNOPQRSTU
7
12
4X6(B4)2X4
3X4
6X6
5X6 4X4
3X4
H0308 3X4
5X6
3X4
3X4
5X6
6X6
6X6
7X6
3X4
2X4 4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1149 /600 /277
K 1961 /-/-/1157 /595 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
K Brg Width = 4.0 Min Req =2.3
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1287 -3207
C - D 1261 -2961
D - E 1505 -3413
E - F 1682 -3861
F - G 1690 -3864
Chords Tens.Comp.
G - H 1480 -3375
H - I 1230 -2734
I - J 1208 -2804
J - K 1268 -3201
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 2692 -989
U - T 2692 -990
T - S 2507 -881
S - R 3456 -1276
R - Q 3456 -1276
Chords Tens.Comp.
Q - P 3878 -1438
P - O 3857 -1428
O - N 3344 -1217
N - M 2678 -979
M - K 2679 -978
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - S 1266 -524
S - E 376 -780
E - Q 583 -233
G - O 303 -695
Webs Tens.Comp.
O - H 559 -206
H - N 1057 -2337
I - N 2441 -1077
N - J 229 -396
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.346 P 999 240
VERT(CL):0.711 P 754 180
HORZ(LL):0.109 M - -
HORZ(TL):0.223 M - -
Creep Factor: 2.0
Max TC CSI:0.664
Max BC CSI:0.929
Max Web CSI:0.936
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A05
Ply: 1
Qty:1
SEQN:349184 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T21 /
DrwNo:337.20.1430.30786
/YK 12/02/2020
45'
4'8"13
4'8"13
9'
4'3"3
14'6"14
5'6"14
20'
5'5"2
25'5"2
5'5"2
31'
5'6"14
33'6"
2'6"
39'0"3
5'6"3
45'
5'11"13
4'8"13
4'8"13
9'
4'3"3
14'6"14
5'6"14
20'
5'5"2
25'5"2
5'5"2
31'
5'6"14
33'6"
2'6"
39'0"3
5'6"3
45'
5'11"131'4"1'4"
4"5
5 '7 "5
7 '0 "1 3
7 '9 "1 4(a)
A
B
C
D E F G H
I
J
K
L
MNOPQRSTU
7
12
4X6(B4)2X4
3X4
6X6
5X6 4X4
3X4
H0308 3X4
5X6
3X4
3X4
5X6
6X6
6X6
7X6
3X4
2X4 4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W7 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1161 /347 /374
K 1961 /-/-/1172 /274 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
K Brg Width = 4.0 Min Req =2.3
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1312 -3200
C - D 1257 -2969
D - E 1547 -3511
E - F 1688 -3906
F - G 2056 -4654
Chords Tens.Comp.
G - H 1134 -2399
H - I 1108 -2435
I - J 1233 -2988
J - K 1229 -3196
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2689 -1020
Q - P 2514 -892
P - O 3551 -1327
Chords Tens.Comp.
O - N 2774 -948
N - M 2373 -784
M - K 2679 -946
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - P 1320 -550
P - E 360 -744
E - O 475 -163
O - F 1188 -2589
O - G 2681 -1202
Webs Tens.Comp.
G - N 812 -1662
H - N 2069 -956
N - I 308 -539
I - M 426 -137
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.378 F 999 240
VERT(CL):0.778 F 689 180
HORZ(LL):0.101 D - -
HORZ(TL):0.208 D - -
Creep Factor: 2.0
Max TC CSI:0.814
Max BC CSI:0.971
Max Web CSI:0.788
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A05A
Ply: 1
Qty:1
SEQN:349185 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T30 /
DrwNo:337.20.1430.30784
/YK 12/02/2020
W7
45'
4'8"13
4'8"13
9'
4'3"3
15'3"
6'3"
21'6"
6'3"
25'1"8
3'7"8
28'9"
3'7"8
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
9'
9'
15'3"
6'3"
21'6"
6'3"
28'9"
7'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
5 '7 "5
9 '1 0 "1
1 0 '7 "2
(a)
(a)(a)
(a)
(a)
A
B
C
D E F
G
H
I
J
K
L
MNOPQ
7
12
4X6(B4)
2X4
6X8
5X6 4X4
3X4
7X8
6X6(SRS)
6X8
5X6
6X8
5X6
5X6
2X4
4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W7 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1961 /-/-/1161 /347 /374
K 1961 /-/-/1172 /274 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.3
K Brg Width = 4.0 Min Req =2.3
Bearings B & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1312 -3200
C - D 1257 -2969
D - E 1547 -3511
E - F 1688 -3906
F - G 2056 -4654
Chords Tens.Comp.
G - H 1134 -2399
H - I 1108 -2435
I - J 1233 -2988
J - K 1229 -3196
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2689 -1020
Q - P 2514 -892
P - O 3551 -1327
Chords Tens.Comp.
O - N 2774 -948
N - M 2373 -784
M - K 2679 -946
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - P 1320 -550
P - E 360 -744
E - O 475 -163
O - F 1188 -2589
O - G 2681 -1202
Webs Tens.Comp.
G - N 812 -1662
H - N 2069 -956
N - I 308 -539
I - M 426 -137
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 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):0.378 F 999 240
VERT(CL):0.778 F 689 180
HORZ(LL):0.101 D - -
HORZ(TL):0.208 D - -
Creep Factor: 2.0
Max TC CSI:0.814
Max BC CSI:0.971
Max Web CSI:0.788
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A05A
Ply: 1
Qty:1
SEQN:349185 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T30 /
DrwNo:337.20.1430.30784
/YK 12/02/2020
W7
45'
4'8"13
4'8"13
9'
4'3"3
15'3"
6'3"
21'6"
6'3"
25'1"8
3'7"8
28'9"
3'7"8
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
9'
9'
15'3"
6'3"
21'6"
6'3"
28'9"
7'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
5 '7 "5
9 '1 0 "1
1 0 '7 "2
(a)
(a)(a)
(a)
(a)
A
B
C
D E F
G
H
I
J
K
L
MNOPQ
7
12
4X6(B4)
2X4
6X8
5X6 4X4
3X4
7X8
6X6(SRS)
6X8
5X6
6X8
5X6
5X6
2X4
4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2,T3 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W15 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 7.00
TC: From 32 plf at 7.00 to 32 plf at 21.87
TC: From 63 plf at 21.87 to 63 plf at 46.33
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 21.87
BC: From 20 plf at 21.87 to 20 plf at 45.00
BC: From 5 plf at 45.00 to 5 plf at 46.33
TC: 443 lb Conc. Load at 7.03
TC: 191 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06,21.06
BC: 510 lb Conc. Load at 7.03
BC: 130 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06,21.06
BC: 1986 lb Conc. Load at 21.87
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 4866 /-/-/-/1872 /-
L 3626 /-/-/-/1267 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.0
L Brg Width = 4.0 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1717 -4424
C - D 1973 -5143
D - E 2328 -6169
E - F 2533 -6870
F - G 2574 -7220
Chords Tens.Comp.
G - H 2305 -6519
H - I 1979 -5630
I - J 1070 -3045
J - K 1079 -3063
K - L 1125 -3227
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 3774 -1456
V - U 3785 -1457
U - T 5238 -2012
T - S 6240 -2355
S - R 6913 -2548
Chords Tens.Comp.
R - Q 7173 -2560
Q - P 6451 -2281
P - O 5557 -1955
O - N 2749 -951
N - L 2749 -950
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 2020 -768
U - D 549 -1341
D - T 1453 -494
T - E 380 -991
E - S 984 -277
S - F 207 -613
F - R 479 -42
Webs Tens.Comp.
R - G 664 -207
G - Q 412 -1058
Q - H 952 -333
H - P 488 -1327
P - I 1021 -343
I - O 1405 -3965
J - O 2857 -962
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.452 R 999 240
VERT(CL):0.914 R 587 180
HORZ(LL):0.097 C - -
HORZ(TL):0.197 C - -
Creep Factor: 2.0
Max TC CSI:0.759
Max BC CSI:0.472
Max Web CSI:0.983
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A06
Ply: 2
Qty:1
SEQN:349208 /COMN
FROM: CDM
Page 1 of 2
Cust: R 215 JRef:1X0V2150011 T60 /
DrwNo:337.20.1430.31018
/YK 12/02/2020
2 Complete Trusses Required
T2
T3
W15
45'
7'
7'
10'9"15
3'9"15
14'6"2
3'8"3
18'2"5
3'8"3
21'10"8
3'8"3
25'4"6
3'5"14
29'
3'7"10
33'6"
4'6"
39'0"3
5'6"3
45'
5'11"13
7'
7'
10'9"15
3'9"15
14'6"2
3'8"3
18'2"5
3'8"3
21'10"8
3'8"3
25'4"6
3'5"14
29'
3'7"10
33'6"
4'6"
39'0"3
5'6"3
45'
5'11"131'4"1'4"
4"5
4 '5 "57'0 "1 3
7 '9 "1 4
(a)
A
B
C D E F G H I
J
K
L
M
NOPQRSTUV
7
12
4X4(A4)
4X4(A4)
7X8
2X4 5X5
4X5
H0710
5X6
4X6 3X5
3X5
H1010
7X6(SRS)
6X6
7X10 2X4 4X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2,T3 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W15 2x4 SP #2;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 7.00
TC: From 32 plf at 7.00 to 32 plf at 21.87
TC: From 63 plf at 21.87 to 63 plf at 46.33
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 21.87
BC: From 20 plf at 21.87 to 20 plf at 45.00
BC: From 5 plf at 45.00 to 5 plf at 46.33
TC: 443 lb Conc. Load at 7.03
TC: 191 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06,21.06
BC: 510 lb Conc. Load at 7.03
BC: 130 lb Conc. Load at 9.06,11.06,13.06,15.06
17.06,19.06,21.06
BC: 1986 lb Conc. Load at 21.87
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 4866 /-/-/-/1872 /-
L 3626 /-/-/-/1267 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.0
L Brg Width = 4.0 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1717 -4424
C - D 1973 -5143
D - E 2328 -6169
E - F 2533 -6870
F - G 2574 -7220
Chords Tens.Comp.
G - H 2305 -6519
H - I 1979 -5630
I - J 1070 -3045
J - K 1079 -3063
K - L 1125 -3227
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 3774 -1456
V - U 3785 -1457
U - T 5238 -2012
T - S 6240 -2355
S - R 6913 -2548
Chords Tens.Comp.
R - Q 7173 -2560
Q - P 6451 -2281
P - O 5557 -1955
O - N 2749 -951
N - L 2749 -950
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 2020 -768
U - D 549 -1341
D - T 1453 -494
T - E 380 -991
E - S 984 -277
S - F 207 -613
F - R 479 -42
Webs Tens.Comp.
R - G 664 -207
G - Q 412 -1058
Q - H 952 -333
H - P 488 -1327
P - I 1021 -343
I - O 1405 -3965
J - O 2857 -962
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.452 R 999 240
VERT(CL):0.914 R 587 180
HORZ(LL):0.097 C - -
HORZ(TL):0.197 C - -
Creep Factor: 2.0
Max TC CSI:0.759
Max BC CSI:0.472
Max Web CSI:0.983
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A06
Ply: 2
Qty:1
SEQN:349208 /COMN
FROM: CDM
Page 1 of 2
Cust: R 215 JRef:1X0V2150011 T60 /
DrwNo:337.20.1430.31018
/YK 12/02/2020
2 Complete Trusses Required
T2
T3
W15
45'
7'
7'
10'9"15
3'9"15
14'6"2
3'8"3
18'2"5
3'8"3
21'10"8
3'8"3
25'4"6
3'5"14
29'
3'7"10
33'6"
4'6"
39'0"3
5'6"3
45'
5'11"13
7'
7'
10'9"15
3'9"15
14'6"2
3'8"3
18'2"5
3'8"3
21'10"8
3'8"3
25'4"6
3'5"14
29'
3'7"10
33'6"
4'6"
39'0"3
5'6"3
45'
5'11"131'4"1'4"
4"5
4 '5 "57'0 "1 3
7 '9 "1 4
(a)
A
B
C D E F G H I
J
K
L
M
NOPQRSTUV
7
12
4X4(A4)
4X4(A4)
7X8
2X4 5X5
4X5
H0710
5X6
4X6 3X5
3X5
H1010
7X6(SRS)
6X6
7X10 2X4 4X6(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
7-0-13.
Job Number:20-4689
Kiley Res
Truss Label:A06
Ply: 2
Qty:1
SEQN:349208 /COMN
FROM: CDM
Page 2 of 2
Cust: R 215 JRef:1X0V2150011 T60 /
DrwNo:337.20.1430.31018
/YK 12/02/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
7-0-13.
Job Number:20-4689
Kiley Res
Truss Label:A06
Ply: 2
Qty:1
SEQN:349208 /COMN
FROM: CDM
Page 2 of 2
Cust: R 215 JRef:1X0V2150011 T60 /
DrwNo:337.20.1430.31018
/YK 12/02/2020
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP M-31;
Bot chord: 2x4 SP #2; B1 2x6 SP 2400f-2.0E;
B2 2x4 SP M-31;
Webs: 2x4 SP #3; W6 2x4 SP M-31;
Lt W edge: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 7.00
TC: From 32 plf at 7.00 to 32 plf at 12.38
TC: From 63 plf at 12.38 to 63 plf at 46.33
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 12.57
BC: From 20 plf at 12.57 to 20 plf at 45.00
BC: From 5 plf at 45.00 to 5 plf at 46.33
TC: 443 lb Conc. Load at 7.03
TC: 191 lb Conc. Load at 9.06,11.06
BC: 510 lb Conc. Load at 7.03
BC: 130 lb Conc. Load at 9.06,11.06
BC: 3034 lb Conc. Load at 12.38
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 5291 /-/-/-/1765 /-
J 3031 /-/-/-/998 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.2
J Brg Width = 4.0 Min Req =1.8
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1616 -4872
C - D 1981 -6268
D - E 1974 -6258
E - F 2113 -6669
Chords Tens.Comp.
F - G 728 -2262
G - H 732 -2268
H - I 804 -2517
I - J 865 -2618
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 4161 -1370
P - O 4179 -1372
O - N 5741 -1810
Chords Tens.Comp.
N - M 3160 -1013
M - L 2083 -671
L - J 2214 -720
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 447 -49
C - O 2594 -755
O - E 601 -190
E - N 1246 -3805
Webs Tens.Comp.
N - F 4630 -1431
F - M 708 -2174
G - M 2082 -617
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
HS, WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.497 E 999 240
VERT(CL):1.007 E 532 180
HORZ(LL):0.116 C - -
HORZ(TL):0.234 C - -
Creep Factor: 2.0
Max TC CSI:0.914
Max BC CSI:0.940
Max Web CSI:0.988
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A06A
Ply: 2
Qty:1
SEQN:349209 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T44 /
DrwNo:337.20.1430.31003
/YK 12/02/2020
2 Complete Trusses Required
T2
B1 B2
W6
45'
7'
7'
12'5"2
5'5"2
19'6"
7'0"14
24'1"8
4'7"8
28'9"
4'7"8
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
7'
7'
12'5"2
5'5"2
12'6"14
1"12
19'6"
6'11"2
28'9"
9'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
4 '5 "5
9 '1 0 "1
1 0 '7 "2
(a)
(a)
A
B
C D E
F
G
H
I
J
K
LMNOP
7
12
H0308(C8)
5X5(C8)
12X14
3X4
2X4
H1014
10X10(SRS)
H1010
6X10
5X6
6X8
5X6
5X6
2X4
4X5(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP M-31;
Bot chord: 2x4 SP #2; B1 2x6 SP 2400f-2.0E;
B2 2x4 SP M-31;
Webs: 2x4 SP #3; W6 2x4 SP M-31;
Lt W edge: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 7.00
TC: From 32 plf at 7.00 to 32 plf at 12.38
TC: From 63 plf at 12.38 to 63 plf at 46.33
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 12.57
BC: From 20 plf at 12.57 to 20 plf at 45.00
BC: From 5 plf at 45.00 to 5 plf at 46.33
TC: 443 lb Conc. Load at 7.03
TC: 191 lb Conc. Load at 9.06,11.06
BC: 510 lb Conc. Load at 7.03
BC: 130 lb Conc. Load at 9.06,11.06
BC: 3034 lb Conc. Load at 12.38
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses. See
"WARNING" note below.
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 5291 /-/-/-/1765 /-
J 3031 /-/-/-/998 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.2
J Brg Width = 4.0 Min Req =1.8
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1616 -4872
C - D 1981 -6268
D - E 1974 -6258
E - F 2113 -6669
Chords Tens.Comp.
F - G 728 -2262
G - H 732 -2268
H - I 804 -2517
I - J 865 -2618
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 4161 -1370
P - O 4179 -1372
O - N 5741 -1810
Chords Tens.Comp.
N - M 3160 -1013
M - L 2083 -671
L - J 2214 -720
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 447 -49
C - O 2594 -755
O - E 601 -190
E - N 1246 -3805
Webs Tens.Comp.
N - F 4630 -1431
F - M 708 -2174
G - M 2082 -617
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.50 ft
Loc. from endwall: not in 13.00 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 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
HS, WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.497 E 999 240
VERT(CL):1.007 E 532 180
HORZ(LL):0.116 C - -
HORZ(TL):0.234 C - -
Creep Factor: 2.0
Max TC CSI:0.914
Max BC CSI:0.940
Max Web CSI:0.988
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:A06A
Ply: 2
Qty:1
SEQN:349209 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T44 /
DrwNo:337.20.1430.31003
/YK 12/02/2020
2 Complete Trusses Required
T2
B1 B2
W6
45'
7'
7'
12'5"2
5'5"2
19'6"
7'0"14
24'1"8
4'7"8
28'9"
4'7"8
34'0"2
5'3"2
39'3"5
5'3"2
45'
5'8"11
7'
7'
12'5"2
5'5"2
12'6"14
1"12
19'6"
6'11"2
28'9"
9'3"
36'7"11
7'10"11
45'
8'4"51'4"1'4"
4"5
4 '5 "5
9 '1 0 "1
1 0 '7 "2
(a)
(a)
A
B
C D E
F
G
H
I
J
K
LMNOP
7
12
H0308(C8)
5X5(C8)
12X14
3X4
2X4
H1014
10X10(SRS)
H1010
6X10
5X6
6X8
5X6
5X6
2X4
4X5(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 7.00
TC: From 32 plf at 7.00 to 32 plf at 25.50
TC: From 63 plf at 25.50 to 63 plf at 33.83
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 25.35
BC: From 20 plf at 25.35 to 20 plf at 32.50
BC: From 5 plf at 32.50 to 5 plf at 33.83
TC: 443 lb Conc. Load at 7.03,25.47
TC: 191 lb Conc. Load at 9.06,11.06,13.06,15.06
16.25,17.44,19.44,21.44,23.44
BC: 510 lb Conc. Load at 7.03,25.47
BC: 130 lb Conc. Load at 9.06,11.06,13.06,15.06
16.25,17.44,19.44,21.44,23.44
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 3456 /-/-/-/1555 /-
G 3456 /-/-/-/1555 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.0
G Brg Width = 4.0 Min Req =2.0
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 1375 -3019
C - D 1662 -3611
D - E 1673 -3633
Chords Tens.Comp.
E - F 1674 -3634
F - G 1374 -3019
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2555 -1155
L - K 2567 -1155
K - J 3641 -1684
Chords Tens.Comp.
J - I 2566 -1154
I - G 2554 -1154
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 1263 -613
K - D 327 -444
Webs Tens.Comp.
E - J 321 -430
J - F 1282 -623
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.59 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.25 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 2017 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):0.210 E 999 240
VERT(CL):0.422 E 915 180
HORZ(LL):0.067 I - -
HORZ(TL):0.134 I - -
Creep Factor: 2.0
Max TC CSI:0.878
Max BC CSI:0.958
Max Web CSI:0.488
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B01
Ply: 2
Qty:1
SEQN:349210 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T24 /
DrwNo:337.20.1430.30831
/YK 12/02/2020
2 Complete Trusses Required
B2
32'6"
7'
7'
13'2"9
6'2"9
19'3"7
6'0"13
25'6"
6'2"9
32'6"
7'
7'
7'
13'2"9
6'2"9
19'3"7
6'0"13
25'6"
6'2"9
32'6"
7'1'4"1'4"
4"5
4 '5 "5
5 '2 "6
A
B
C D E F
G
HIJKL
7
12
4X6(B4)
6X8
2X4 5X6
3X4 5X5
4X8 5X5
6X8
4X6(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP M-31;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 7.00
TC: From 32 plf at 7.00 to 32 plf at 25.50
TC: From 63 plf at 25.50 to 63 plf at 33.83
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 7.03
BC: From 10 plf at 7.03 to 10 plf at 25.35
BC: From 20 plf at 25.35 to 20 plf at 32.50
BC: From 5 plf at 32.50 to 5 plf at 33.83
TC: 443 lb Conc. Load at 7.03,25.47
TC: 191 lb Conc. Load at 9.06,11.06,13.06,15.06
16.25,17.44,19.44,21.44,23.44
BC: 510 lb Conc. Load at 7.03,25.47
BC: 130 lb Conc. Load at 9.06,11.06,13.06,15.06
16.25,17.44,19.44,21.44,23.44
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 3456 /-/-/-/1555 /-
G 3456 /-/-/-/1555 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =2.0
G Brg Width = 4.0 Min Req =2.0
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 1375 -3019
C - D 1662 -3611
D - E 1673 -3633
Chords Tens.Comp.
E - F 1674 -3634
F - G 1374 -3019
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 2555 -1155
L - K 2567 -1155
K - J 3641 -1684
Chords Tens.Comp.
J - I 2566 -1154
I - G 2554 -1154
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 1263 -613
K - D 327 -444
Webs Tens.Comp.
E - J 321 -430
J - F 1282 -623
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.59 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.25 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 2017 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):0.210 E 999 240
VERT(CL):0.422 E 915 180
HORZ(LL):0.067 I - -
HORZ(TL):0.134 I - -
Creep Factor: 2.0
Max TC CSI:0.878
Max BC CSI:0.958
Max Web CSI:0.488
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B01
Ply: 2
Qty:1
SEQN:349210 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T24 /
DrwNo:337.20.1430.30831
/YK 12/02/2020
2 Complete Trusses Required
B2
32'6"
7'
7'
13'2"9
6'2"9
19'3"7
6'0"13
25'6"
6'2"9
32'6"
7'
7'
7'
13'2"9
6'2"9
19'3"7
6'0"13
25'6"
6'2"9
32'6"
7'1'4"1'4"
4"5
4 '5 "5
5 '2 "6
A
B
C D E F
G
HIJKL
7
12
4X6(B4)
6X8
2X4 5X6
3X4 5X5
4X8 5X5
6X8
4X6(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-7-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/876 /569 /226
I 1442 /-/-/876 /569 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
I Brg Width = 4.0 Min Req =1.7
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 893 -2220
C - D 822 -1960
D - E 761 -1651
E - F 895 -1992
Chords Tens.Comp.
F - G 761 -1650
G - H 822 -1960
H - I 893 -2219
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1854 -660
N - M 1949 -640
M - L 1949 -640
Chords Tens.Comp.
L - K 1948 -639
K - I 1853 -660
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - N 734 -292
N - E 257 -530
Webs Tens.Comp.
F - K 257 -530
K - G 734 -292
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.18 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.25 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 L 999 240
VERT(CL):0.234 L 999 180
HORZ(LL):0.048 K - -
HORZ(TL):0.098 K - -
Creep Factor: 2.0
Max TC CSI:0.643
Max BC CSI:0.863
Max Web CSI:0.423
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B02
Ply: 1
Qty:1
SEQN:349186 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T40 /
DrwNo:337.20.1430.31065
/YK 12/02/2020
32'6"
4'8"13
4'8"13
9'
4'3"3
12'9"4
3'9"4
19'8"12
6'11"8
23'6"
3'9"4
27'9"3
4'3"3
32'6"
4'8"13
9'
9'
16'3"
7'3"
23'6"
7'3"
32'6"
9'1'4"1'4"
4"5
5 '7 "5
6 '4 "6
A
B
C
D E F G
H
I
JKLMN
7
12
3X6(A1)
2X4
4X5
3X8
3X4
3X5 3X4
3X4
5X10
4X5
2X4
3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-7-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/876 /569 /226
I 1442 /-/-/876 /569 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
I Brg Width = 4.0 Min Req =1.7
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 893 -2220
C - D 822 -1960
D - E 761 -1651
E - F 895 -1992
Chords Tens.Comp.
F - G 761 -1650
G - H 822 -1960
H - I 893 -2219
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1854 -660
N - M 1949 -640
M - L 1949 -640
Chords Tens.Comp.
L - K 1948 -639
K - I 1853 -660
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - N 734 -292
N - E 257 -530
Webs Tens.Comp.
F - K 257 -530
K - G 734 -292
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.18 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.25 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.114 L 999 240
VERT(CL):0.234 L 999 180
HORZ(LL):0.048 K - -
HORZ(TL):0.098 K - -
Creep Factor: 2.0
Max TC CSI:0.643
Max BC CSI:0.863
Max Web CSI:0.423
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B02
Ply: 1
Qty:1
SEQN:349186 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T40 /
DrwNo:337.20.1430.31065
/YK 12/02/2020
32'6"
4'8"13
4'8"13
9'
4'3"3
12'9"4
3'9"4
19'8"12
6'11"8
23'6"
3'9"4
27'9"3
4'3"3
32'6"
4'8"13
9'
9'
16'3"
7'3"
23'6"
7'3"
32'6"
9'1'4"1'4"
4"5
5 '7 "5
6 '4 "6
A
B
C
D E F G
H
I
JKLMN
7
12
3X6(A1)
2X4
4X5
3X8
3X4
3X5 3X4
3X4
5X10
4X5
2X4
3X6(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
6-9-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/887 /377 /266
H 1442 /-/-/887 /377 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
H Brg Width = 4.0 Min Req =1.7
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 840 -2222
C - D 780 -1826
D - E 797 -1680
Chords Tens.Comp.
E - F 797 -1680
F - G 780 -1826
G - H 840 -2222
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1842 -583
N - M 1840 -583
M - L 1504 -419
Chords Tens.Comp.
L - K 1504 -429
K - J 1840 -614
J - H 1842 -614
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 222 -402
D - M 383 -120
Webs Tens.Comp.
F - K 383 -120
K - G 222 -402
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.098 E 999 240
VERT(CL):0.201 E 999 180
HORZ(LL):0.044 J - -
HORZ(TL):0.090 J - -
Creep Factor: 2.0
Max TC CSI:0.365
Max BC CSI:0.580
Max Web CSI:0.312
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B03
Ply: 1
Qty:1
SEQN:349187 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T41 /
DrwNo:337.20.1430.30986
/YK 12/02/2020
32'6"
5'8"13
5'8"13
11'
5'3"3
16'3"
5'3"
21'6"
5'3"
26'9"3
5'3"3
32'6"
5'8"13
5'8"13
5'8"13
11'
5'3"3
16'3"
5'3"
21'6"
5'3"
26'9"3
5'3"3
32'6"
5'8"131'4"1'4"
4"5
6 '9 "5
7 '6 "6
A
B
C
D E F
G
H
IJKLMN
7
12
4X4(A2)2X4
3X4
5X6
5X5
2X4
3X8
5X6
5X5
3X4
2X4 4X4(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
6-9-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/887 /377 /266
H 1442 /-/-/887 /377 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
H Brg Width = 4.0 Min Req =1.7
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 840 -2222
C - D 780 -1826
D - E 797 -1680
Chords Tens.Comp.
E - F 797 -1680
F - G 780 -1826
G - H 840 -2222
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1842 -583
N - M 1840 -583
M - L 1504 -419
Chords Tens.Comp.
L - K 1504 -429
K - J 1840 -614
J - H 1842 -614
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 222 -402
D - M 383 -120
Webs Tens.Comp.
F - K 383 -120
K - G 222 -402
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.76 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.098 E 999 240
VERT(CL):0.201 E 999 180
HORZ(LL):0.044 J - -
HORZ(TL):0.090 J - -
Creep Factor: 2.0
Max TC CSI:0.365
Max BC CSI:0.580
Max Web CSI:0.312
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B03
Ply: 1
Qty:1
SEQN:349187 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T41 /
DrwNo:337.20.1430.30986
/YK 12/02/2020
32'6"
5'8"13
5'8"13
11'
5'3"3
16'3"
5'3"
21'6"
5'3"
26'9"3
5'3"3
32'6"
5'8"13
5'8"13
5'8"13
11'
5'3"3
16'3"
5'3"
21'6"
5'3"
26'9"3
5'3"3
32'6"
5'8"131'4"1'4"
4"5
6 '9 "5
7 '6 "6
A
B
C
D E F
G
H
IJKLMN
7
12
4X4(A2)2X4
3X4
5X6
5X5
2X4
3X8
5X6
5X5
3X4
2X4 4X4(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-11-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/893 /372 /307
G 1442 /-/-/893 /372 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
G Brg Width = 4.0 Min Req =1.7
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 812 -2193
C - D 732 -1696
D - E 696 -1379
Chords Tens.Comp.
E - F 730 -1689
F - G 811 -2194
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1807 -549
L - K 1804 -550
K - J 1378 -339
Chords Tens.Comp.
J - I 1805 -576
I - G 1807 -576
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 271 -508
D - K 465 -140
Webs Tens.Comp.
J - E 463 -140
J - F 272 -513
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.34 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.089 K 999 240
VERT(CL):0.182 K 999 180
HORZ(LL):0.043 I - -
HORZ(TL):0.089 I - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.624
Max Web CSI:0.554
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B04
Ply: 1
Qty:1
SEQN:349188 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T42 /
DrwNo:337.20.1430.30675
/YK 12/02/2020
32'6"
6'8"13
6'8"13
13'
6'3"3
19'6"
6'6"
25'9"3
6'3"3
32'6"
6'8"13
6'8"13
6'8"13
13'
6'3"3
19'6"
6'6"
25'9"3
6'3"3
32'6"
6'8"131'4"1'4"
4"5
7 '1 1 "5
8 '8 "6
A
B
C
D E
F
G
HIJKL
7
12
4X4(A2)5X5
5X5
6X6
3X4 6X8
5X5
5X5
2X4 4X4(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-11-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/893 /372 /307
G 1442 /-/-/893 /372 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
G Brg Width = 4.0 Min Req =1.7
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 812 -2193
C - D 732 -1696
D - E 696 -1379
Chords Tens.Comp.
E - F 730 -1689
F - G 811 -2194
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1807 -549
L - K 1804 -550
K - J 1378 -339
Chords Tens.Comp.
J - I 1805 -576
I - G 1807 -576
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 271 -508
D - K 465 -140
Webs Tens.Comp.
J - E 463 -140
J - F 272 -513
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.34 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.089 K 999 240
VERT(CL):0.182 K 999 180
HORZ(LL):0.043 I - -
HORZ(TL):0.089 I - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.624
Max Web CSI:0.554
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B04
Ply: 1
Qty:1
SEQN:349188 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T42 /
DrwNo:337.20.1430.30675
/YK 12/02/2020
32'6"
6'8"13
6'8"13
13'
6'3"3
19'6"
6'6"
25'9"3
6'3"3
32'6"
6'8"13
6'8"13
6'8"13
13'
6'3"3
19'6"
6'6"
25'9"3
6'3"3
32'6"
6'8"131'4"1'4"
4"5
7 '1 1 "5
8 '8 "6
A
B
C
D E
F
G
HIJKL
7
12
4X4(A2)5X5
5X5
6X6
3X4 6X8
5X5
5X5
2X4 4X4(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
9-1-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/893 /366 /348
I 1442 /-/-/893 /366 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
I Brg Width = 4.0 Min Req =1.7
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 797 -2219
C - D 800 -2028
D - E 691 -1504
E - F 638 -1224
Chords Tens.Comp.
F - G 690 -1503
G - H 801 -2028
H - I 797 -2220
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1844 -557
N - M 1556 -411
M - L 1224 -243
Chords Tens.Comp.
L - K 1555 -427
K - I 1845 -581
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - D 415 -129
D - M 290 -560
E - M 495 -216
Webs Tens.Comp.
F - L 495 -214
L - G 289 -558
G - K 414 -131
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.93 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.093 L 999 240
VERT(CL):0.225 L 999 180
HORZ(LL):0.042 K - -
HORZ(TL):0.087 K - -
Creep Factor: 2.0
Max TC CSI:0.409
Max BC CSI:0.784
Max Web CSI:0.650
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B05
Ply: 1
Qty:1
SEQN:349189 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T43 /
DrwNo:337.20.1430.30581
/YK 12/02/2020
32'6"
5'3"11
5'3"11
10'1"14
4'10"2
15'
4'10"2
17'6"
2'6"
22'4"2
4'10"2
27'2"5
4'10"2
32'6"
5'3"11
7'8"13
7'8"13
15'
7'3"3
17'6"
2'6"
24'9"3
7'3"3
32'6"
7'8"131'4"1'4"
4"5
9 '1 "5
9 '1 0 "6
A
B
C
D
E F
G
H
I
JKLMN
7
12
4X4(A2)
5X5
3X4
3X4
5X5
5X5
5X5
3X4
5X5
5X5
2X4
4X4(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
9-1-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1442 /-/-/893 /366 /348
I 1442 /-/-/893 /366 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.7
I Brg Width = 4.0 Min Req =1.7
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 797 -2219
C - D 800 -2028
D - E 691 -1504
E - F 638 -1224
Chords Tens.Comp.
F - G 690 -1503
G - H 801 -2028
H - I 797 -2220
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1844 -557
N - M 1556 -411
M - L 1224 -243
Chords Tens.Comp.
L - K 1555 -427
K - I 1845 -581
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - D 415 -129
D - M 290 -560
E - M 495 -216
Webs Tens.Comp.
F - L 495 -214
L - G 289 -558
G - K 414 -131
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.93 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.093 L 999 240
VERT(CL):0.225 L 999 180
HORZ(LL):0.042 K - -
HORZ(TL):0.087 K - -
Creep Factor: 2.0
Max TC CSI:0.409
Max BC CSI:0.784
Max Web CSI:0.650
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B05
Ply: 1
Qty:1
SEQN:349189 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T43 /
DrwNo:337.20.1430.30581
/YK 12/02/2020
32'6"
5'3"11
5'3"11
10'1"14
4'10"2
15'
4'10"2
17'6"
2'6"
22'4"2
4'10"2
27'2"5
4'10"2
32'6"
5'3"11
7'8"13
7'8"13
15'
7'3"3
17'6"
2'6"
24'9"3
7'3"3
32'6"
7'8"131'4"1'4"
4"5
9 '1 "5
9 '1 0 "6
A
B
C
D
E F
G
H
I
JKLMN
7
12
4X4(A2)
5X5
3X4
3X4
5X5
5X5
5X5
3X4
5X5
5X5
2X4
4X4(A2)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=0' uses the following
support conditions: 0'
Bearing A (0', 20'7") HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E
(14) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1467 /-/-/800 /333 /353
G 1564 /-/-/890 /364 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.8
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 800 -2470
B - C 798 -2258
C - D 643 -1603
Chords Tens.Comp.
D - E 637 -1603
E - F 766 -2240
F - G 764 -2450
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - K 2062 -568
K - J 1696 -369
Chords Tens.Comp.
J - I 1690 -372
I - G 2039 -547
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 493 -174
C - J 305 -602
D - J 1193 -451
Webs Tens.Comp.
J - E 301 -593
E - I 472 -149
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.118 J 999 240
VERT(CL):0.224 J 999 180
HORZ(LL):0.051 I - -
HORZ(TL):0.097 I - -
Creep Factor: 2.0
Max TC CSI:0.387
Max BC CSI:0.945
Max Web CSI:0.785
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B06
Ply: 1
Qty:4
SEQN:349190 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T25 /
DrwNo:337.20.1430.30816
/YK 12/02/2020
32'6"
5'8"11
5'8"11
10'11"14
5'3"2
16'3"
5'3"2
21'6"2
5'3"2
26'9"5
5'3"2
32'6"
5'8"11
8'4"5
8'4"5
16'3"
7'10"11
24'1"11
7'10"11
32'6"
8'4"5 1'4"
4"5
9 '1 0 "1
1 0 '7 "2
(a)(a)
A
B
C
D
E
F
G
HIJK
7
12
3X6(B1)
2X4
5X5
5X5
4X5
3X8
5X5
5X5
2X4
3X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=0' uses the following
support conditions: 0'
Bearing A (0', 20'7") HUS26
Supporting Member: (2)2x6 SP 2400f-2.0E
(14) 0.148"x3" nails into supporting
member,
(4) 0.148"x3" nails into supported
member.
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
9-10-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1467 /-/-/800 /333 /353
G 1564 /-/-/890 /364 /-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.8
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 800 -2470
B - C 798 -2258
C - D 643 -1603
Chords Tens.Comp.
D - E 637 -1603
E - F 766 -2240
F - G 764 -2450
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - K 2062 -568
K - J 1696 -369
Chords Tens.Comp.
J - I 1690 -372
I - G 2039 -547
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 493 -174
C - J 305 -602
D - J 1193 -451
Webs Tens.Comp.
J - E 301 -593
E - I 472 -149
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.29 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.25 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 2017 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):0.118 J 999 240
VERT(CL):0.224 J 999 180
HORZ(LL):0.051 I - -
HORZ(TL):0.097 I - -
Creep Factor: 2.0
Max TC CSI:0.387
Max BC CSI:0.945
Max Web CSI:0.785
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:B06
Ply: 1
Qty:4
SEQN:349190 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T25 /
DrwNo:337.20.1430.30816
/YK 12/02/2020
32'6"
5'8"11
5'8"11
10'11"14
5'3"2
16'3"
5'3"2
21'6"2
5'3"2
26'9"5
5'3"2
32'6"
5'8"11
8'4"5
8'4"5
16'3"
7'10"11
24'1"11
7'10"11
32'6"
8'4"5 1'4"
4"5
9 '1 0 "1
1 0 '7 "2
(a)(a)
A
B
C
D
E
F
G
HIJK
7
12
3X6(B1)
2X4
5X5
5X5
4X5
3X8
5X5
5X5
2X4
3X6(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Stack Chord: SC1 2x4 SP #2;
Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A16030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut in area
(NNL). Dropped top chord braced at 24" oc intervals.
Attach stacked top chord (SC) to dropped top chord in
notchable area using 3x4 tie-plates 24" oc. Center plate
on stacked/dropped chord interface, plate length
perpendicular to chord length. Splice top chord in
notchable area using 3x6.
The overall height of this truss excluding overhang is
6-8-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 260 /-/-/199 /54 /52
N*81 /-/-/53 /-/-
Wind reactions based on MWFRS
Y Brg Width = 3.5 Min Req =1.5
N Brg Width = 272 Min Req =-
Bearings Y & Y are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.74 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 C 999 240
VERT(CL):0.006 C 999 180
HORZ(LL):-0.001 M - -
HORZ(TL):0.002 M - -
Creep Factor: 2.0
Max TC CSI:0.173
Max BC CSI:0.054
Max Web CSI:0.095
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C01
Ply: 1
Qty:1
SEQN:349191 /GABL
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T45 /
DrwNo:337.20.1430.30862
/YK 12/02/2020
SC1
SC2
23'
3'6"2'
(TYP)
5"9
5"9
1'10"4
1'4"11
11'6"
9'7"12
21'1"12
9'7"12
22'6"7
1'4"11
23'
5"9
23'
23'1'4"1'4"
3'4"
(NNL)
3'4"
(NNL)
4"5
6 '8 "1 2
7 '5 "1 3
A
B
C
H
M
N
O
TY
7
12
2X4(C5)2.5X6(C5)
3X4
4X4
5X5
3X4
2X4(C5)2.5X6(C5)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Stack Chord: SC1 2x4 SP #2;
Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A16030ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut in area
(NNL). Dropped top chord braced at 24" oc intervals.
Attach stacked top chord (SC) to dropped top chord in
notchable area using 3x4 tie-plates 24" oc. Center plate
on stacked/dropped chord interface, plate length
perpendicular to chord length. Splice top chord in
notchable area using 3x6.
The overall height of this truss excluding overhang is
6-8-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Y 260 /-/-/199 /54 /52
N*81 /-/-/53 /-/-
Wind reactions based on MWFRS
Y Brg Width = 3.5 Min Req =1.5
N Brg Width = 272 Min Req =-
Bearings Y & Y are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.74 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 C 999 240
VERT(CL):0.006 C 999 180
HORZ(LL):-0.001 M - -
HORZ(TL):0.002 M - -
Creep Factor: 2.0
Max TC CSI:0.173
Max BC CSI:0.054
Max Web CSI:0.095
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C01
Ply: 1
Qty:1
SEQN:349191 /GABL
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T45 /
DrwNo:337.20.1430.30862
/YK 12/02/2020
SC1
SC2
23'
3'6"2'
(TYP)
5"9
5"9
1'10"4
1'4"11
11'6"
9'7"12
21'1"12
9'7"12
22'6"7
1'4"11
23'
5"9
23'
23'1'4"1'4"
3'4"
(NNL)
3'4"
(NNL)
4"5
6 '8 "1 2
7 '5 "1 3
A
B
C
H
M
N
O
TY
7
12
2X4(C5)2.5X6(C5)
3X4
4X4
5X5
3X4
2X4(C5)2.5X6(C5)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1107 /-/-/656 /445 /276
F 1107 /-/-/656 /445 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 641 -1581
C - D 681 -1414
Chords Tens.Comp.
D - E 680 -1415
E - F 640 -1583
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1292 -408
I - H 876 -156
Chords Tens.Comp.
H - F 1293 -417
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 560 -269
Webs Tens.Comp.
D - H 563 -269
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.052 H 999 240
VERT(CL):0.100 H 999 180
HORZ(LL):0.022 H - -
HORZ(TL):0.042 H - -
Creep Factor: 2.0
Max TC CSI:0.336
Max BC CSI:0.681
Max Web CSI:0.307
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C02
Ply: 1
Qty:2
SEQN:349192 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T39 /
DrwNo:337.20.1430.30879
/YK 12/02/2020
23'
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"1'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GHI
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1107 /-/-/656 /445 /276
F 1107 /-/-/656 /445 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 641 -1581
C - D 681 -1414
Chords Tens.Comp.
D - E 680 -1415
E - F 640 -1583
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1292 -408
I - H 876 -156
Chords Tens.Comp.
H - F 1293 -417
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 560 -269
Webs Tens.Comp.
D - H 563 -269
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.052 H 999 240
VERT(CL):0.100 H 999 180
HORZ(LL):0.022 H - -
HORZ(TL):0.042 H - -
Creep Factor: 2.0
Max TC CSI:0.336
Max BC CSI:0.681
Max Web CSI:0.307
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C02
Ply: 1
Qty:2
SEQN:349192 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T39 /
DrwNo:337.20.1430.30879
/YK 12/02/2020
23'
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"1'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GHI
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
3X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 918 /-/-/585 /397 /276
J 504 /-/-/188 /128 /-
F 792 /-/-/547 /365 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
J Brg Width = 4.0 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B, J, & 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 521 -1205
C - D 561 -1038
Chords Tens.Comp.
D - E 494 -777
E - F 454 -944
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 971 -319
I - H 1143 -177
Chords Tens.Comp.
H - F 750 -262
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 524 -245
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.033 I 999 240
VERT(CL):0.064 I 999 180
HORZ(LL):0.014 H - -
HORZ(TL):0.027 H - -
Creep Factor: 2.0
Max TC CSI:0.367
Max BC CSI:0.827
Max Web CSI:0.279
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C03
Ply: 1
Qty:3
SEQN:349193 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T57 /
DrwNo:337.20.1430.30566
/YK 12/02/2020
14'4"8'8"
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"1'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GHIJ
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 918 /-/-/585 /397 /276
J 504 /-/-/188 /128 /-
F 792 /-/-/547 /365 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
J Brg Width = 4.0 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B, J, & 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 521 -1205
C - D 561 -1038
Chords Tens.Comp.
D - E 494 -777
E - F 454 -944
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 971 -319
I - H 1143 -177
Chords Tens.Comp.
H - F 750 -262
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 524 -245
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.033 I 999 240
VERT(CL):0.064 I 999 180
HORZ(LL):0.014 H - -
HORZ(TL):0.027 H - -
Creep Factor: 2.0
Max TC CSI:0.367
Max BC CSI:0.827
Max Web CSI:0.279
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C03
Ply: 1
Qty:3
SEQN:349193 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T57 /
DrwNo:337.20.1430.30566
/YK 12/02/2020
14'4"8'8"
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"1'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GHIJ
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 926 /-/-/585 /230 /257
I 491 /-/-/187 /70 /-
F 707 /-/-/463 /182 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
I Brg Width = 4.0 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B, I, & 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 437 -1221
C - D 475 -1054
Chords Tens.Comp.
D - E 445 -811
E - F 406 -977
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 985 -297
H - G 1170 -191
Chords Tens.Comp.
G - F 783 -260
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - D 524 -199
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.033 H 999 240
VERT(CL):0.064 H 999 180
HORZ(LL):0.014 G - -
HORZ(TL):0.028 G - -
Creep Factor: 2.0
Max TC CSI:0.396
Max BC CSI:0.831
Max Web CSI:0.227
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C04
Ply: 1
Qty:2
SEQN:349194 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T58 /
DrwNo:337.20.1430.31049
/YK 12/02/2020
14'4"8'8"
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GHI
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 926 /-/-/585 /230 /257
I 491 /-/-/187 /70 /-
F 707 /-/-/463 /182 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
I Brg Width = 4.0 Min Req =1.5
F Brg Width = 3.5 Min Req =1.5
Bearings B, I, & 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 437 -1221
C - D 475 -1054
Chords Tens.Comp.
D - E 445 -811
E - F 406 -977
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 985 -297
H - G 1170 -191
Chords Tens.Comp.
G - F 783 -260
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - D 524 -199
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.033 H 999 240
VERT(CL):0.064 H 999 180
HORZ(LL):0.014 G - -
HORZ(TL):0.028 G - -
Creep Factor: 2.0
Max TC CSI:0.396
Max BC CSI:0.831
Max Web CSI:0.227
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C04
Ply: 1
Qty:2
SEQN:349194 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T58 /
DrwNo:337.20.1430.31049
/YK 12/02/2020
14'4"8'8"
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GHI
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1111 /-/-/656 /256 /257
F 1013 /-/-/565 /225 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 510 -1589
C - D 548 -1422
Chords Tens.Comp.
D - E 570 -1437
E - F 531 -1604
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1299 -359
H - G 883 -154
Chords Tens.Comp.
G - F 1317 -366
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - D 558 -208
Webs Tens.Comp.
D - G 585 -220
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.051 H 999 240
VERT(CL):0.099 H 999 180
HORZ(LL):0.022 G - -
HORZ(TL):0.042 G - -
Creep Factor: 2.0
Max TC CSI:0.350
Max BC CSI:0.698
Max Web CSI:0.252
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C05
Ply: 1
Qty:3
SEQN:349195 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T59 /
DrwNo:337.20.1430.30972
/YK 12/02/2020
23'
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GH
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottom chord
live load in areas with 42"-high x 24"-wide clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
7-0-13.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1111 /-/-/656 /256 /257
F 1013 /-/-/565 /225 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 510 -1589
C - D 548 -1422
Chords Tens.Comp.
D - E 570 -1437
E - F 531 -1604
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1299 -359
H - G 883 -154
Chords Tens.Comp.
G - F 1317 -366
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - D 558 -208
Webs Tens.Comp.
D - G 585 -220
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 23.91 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.051 H 999 240
VERT(CL):0.099 H 999 180
HORZ(LL):0.022 G - -
HORZ(TL):0.042 G - -
Creep Factor: 2.0
Max TC CSI:0.350
Max BC CSI:0.698
Max Web CSI:0.252
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:C05
Ply: 1
Qty:3
SEQN:349195 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T59 /
DrwNo:337.20.1430.30972
/YK 12/02/2020
23'
5'11"13
5'11"13
11'6"
5'6"3
17'0"3
5'6"3
23'
5'11"13
7'9"14
7'9"14
15'2"2
7'4"5
23'
7'9"141'4"
4"5
7 '0 "1 3
7 '9 "1 4
A
B
C
D
E
F
GH
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
3X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 3.00
TC: From 32 plf at 3.00 to 32 plf at 16.17
TC: From 63 plf at 16.17 to 63 plf at 20.50
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 3.03
BC: From 10 plf at 3.03 to 10 plf at 16.14
BC: From 20 plf at 16.14 to 20 plf at 19.17
BC: From 5 plf at 19.17 to 5 plf at 20.50
TC: 109 lb Conc. Load at 3.03,16.14
TC: 67 lb Conc. Load at 5.06, 7.06, 9.06,10.10
12.10,14.10
BC: 122 lb Conc. Load at 3.03,16.14
BC: 51 lb Conc. Load at 5.06, 7.06, 9.06,10.10
12.10,14.10
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
5-7-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1197 /-/-/-/375 /-
Q 1197 /-/-/-/375 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings B & Q are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 569 -1882
C - D 634 -1975
D - E 220 -730
D - F 471 -1408
E - G 187 -651
F - H 472 -1406
G - I 177 -633
H - J 473 -1409
Chords Tens.Comp.
I - L 177 -633
J - K 473 -1409
K - M 472 -1406
L - N 187 -651
M - O 471 -1408
N - O 220 -730
O - P 634 -1975
P - Q 569 -1882
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 1589 -475
U - T 1604 -473
Chords Tens.Comp.
T - S 1604 -473
S - Q 1589 -475
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - T 447 -164
Webs Tens.Comp.
T - P 447 -164
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.121 F 999 240
VERT(CL):0.241 F 941 180
HORZ(LL):0.039 E - -
HORZ(TL):0.078 E - -
Creep Factor: 2.0
Max TC CSI:0.605
Max BC CSI:0.705
Max Web CSI:0.170
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:D01
Ply: 1
Qty:1
SEQN:349211 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T22 /
DrwNo:337.20.1430.30908
/YK 12/02/2020
19'2"
5'7"2'
(TYP)
3'
3'
3'6"15
6"15
9'7"
6'0"1
16'2"
6'7"
19'2"
3'
3'
3'
9'7"
6'7"
16'2"
6'7"
19'2"
3'1'4"1'4"
4"5
2 '1 "5
5 '7 "5
6 '4 "7
A
B
C D E F
G
H
I
J K
L
M N O P
Q
RSTU
7
12
2.5X6(A1)
5X6
4X4
2.5X65X6
5X6
2.5X6(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at -1.33 to 63 plf at 3.00
TC: From 32 plf at 3.00 to 32 plf at 16.17
TC: From 63 plf at 16.17 to 63 plf at 20.50
BC: From 5 plf at -1.33 to 5 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 3.03
BC: From 10 plf at 3.03 to 10 plf at 16.14
BC: From 20 plf at 16.14 to 20 plf at 19.17
BC: From 5 plf at 19.17 to 5 plf at 20.50
TC: 109 lb Conc. Load at 3.03,16.14
TC: 67 lb Conc. Load at 5.06, 7.06, 9.06,10.10
12.10,14.10
BC: 122 lb Conc. Load at 3.03,16.14
BC: 51 lb Conc. Load at 5.06, 7.06, 9.06,10.10
12.10,14.10
Plating Notes
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat TC
@ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
5-7-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1197 /-/-/-/375 /-
Q 1197 /-/-/-/375 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
Bearings B & Q are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 569 -1882
C - D 634 -1975
D - E 220 -730
D - F 471 -1408
E - G 187 -651
F - H 472 -1406
G - I 177 -633
H - J 473 -1409
Chords Tens.Comp.
I - L 177 -633
J - K 473 -1409
K - M 472 -1406
L - N 187 -651
M - O 471 -1408
N - O 220 -730
O - P 634 -1975
P - Q 569 -1882
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - U 1589 -475
U - T 1604 -473
Chords Tens.Comp.
T - S 1604 -473
S - Q 1589 -475
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - T 447 -164
Webs Tens.Comp.
T - P 447 -164
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.121 F 999 240
VERT(CL):0.241 F 941 180
HORZ(LL):0.039 E - -
HORZ(TL):0.078 E - -
Creep Factor: 2.0
Max TC CSI:0.605
Max BC CSI:0.705
Max Web CSI:0.170
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:D01
Ply: 1
Qty:1
SEQN:349211 /HIPS
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T22 /
DrwNo:337.20.1430.30908
/YK 12/02/2020
19'2"
5'7"2'
(TYP)
3'
3'
3'6"15
6"15
9'7"
6'0"1
16'2"
6'7"
19'2"
3'
3'
3'
9'7"
6'7"
16'2"
6'7"
19'2"
3'1'4"1'4"
4"5
2 '1 "5
5 '7 "5
6 '4 "7
A
B
C D E F
G
H
I
J K
L
M N O P
Q
RSTU
7
12
2.5X6(A1)
5X6
4X4
2.5X65X6
5X6
2.5X6(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-11-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 887 /-/-/554 /232 /221
F 887 /-/-/554 /232 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
F Brg Width = 4.0 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 358 -1186
C - D 390 -1049
Chords Tens.Comp.
D - E 390 -1049
E - F 358 -1187
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 963 -195
I - H 655 -66
Chords Tens.Comp.
H - F 963 -216
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 392 -152
Webs Tens.Comp.
D - H 394 -151
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.030 H 999 240
VERT(CL):0.061 H 999 180
HORZ(LL):0.013 H - -
HORZ(TL):0.026 H - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.442
Max Web CSI:0.150
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:D02
Ply: 1
Qty:9
SEQN:349196 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T28 /
DrwNo:337.20.1430.30705
/YK 12/02/2020
19'2"
5'0"5
5'0"5
9'7"
4'6"11
14'1"11
4'6"11
19'2"
5'0"5
6'6"8
6'6"8
12'7"8
6'0"15
19'2"
6'6"81'4"1'4"
4"5
5 '1 1 "6
6 '8 "7
A
B
C
D
E
F
GHI
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-11-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 887 /-/-/554 /232 /221
F 887 /-/-/554 /232 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
F Brg Width = 4.0 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 358 -1186
C - D 390 -1049
Chords Tens.Comp.
D - E 390 -1049
E - F 358 -1187
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 963 -195
I - H 655 -66
Chords Tens.Comp.
H - F 963 -216
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - D 392 -152
Webs Tens.Comp.
D - H 394 -151
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.030 H 999 240
VERT(CL):0.061 H 999 180
HORZ(LL):0.013 H - -
HORZ(TL):0.026 H - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.442
Max Web CSI:0.150
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:D02
Ply: 1
Qty:9
SEQN:349196 /COMN
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T28 /
DrwNo:337.20.1430.30705
/YK 12/02/2020
19'2"
5'0"5
5'0"5
9'7"
4'6"11
14'1"11
4'6"11
19'2"
5'0"5
6'6"8
6'6"8
12'7"8
6'0"15
19'2"
6'6"81'4"1'4"
4"5
5 '1 1 "6
6 '8 "7
A
B
C
D
E
F
GHI
7
12
3X4(A1)
2X4
5X5
4X4
3X4
2X4
3X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 780 /-/-/-/-/-
J 780 /-/-/-/-/-
O Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1940
C - D 0 -1940
D - E 0 -2198
Chords Tens.Comp.
E - F 0 -1911
F - G 0 -1911
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 1181 0
N - M 2200 0
M - L 2198 0
Chords Tens.Comp.
L - K 2194 0
K - J 1182 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - B 0 -1355
B - N 871 0
N - D 0 -504
Webs Tens.Comp.
E - K 0 -621
K - G 836 0
G - J 0 -1357
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.154 M 999 480
VERT(CL):0.211 D 796 360
HORZ(LL):0.022 B - -
HORZ(TL):0.033 B - -
Creep Factor: 2.0
Max TC CSI:0.329
Max BC CSI:0.414
Max W eb CSI:0.415
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F01
Ply: 1
Qty:11
SEQN:348767 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T13 /
DrwNo:337.20.1430.30224
/YK 12/02/2020
3"8
14'5"
3"2'1"2'1"12
(TYP)
1'0"12 2'1"3"
6'9"
6'9"
8'9"
2'
14'5"
5'8"
1 '4 "+
A B C D E F G H
JKLMNO
1.5X31X4
3X6
3X6 1X4
4X6
3X4
1X4 1X4
3X4 1X4
3X6
3X6 1X4
3X6
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 780 /-/-/-/-/-
J 780 /-/-/-/-/-
O Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1940
C - D 0 -1940
D - E 0 -2198
Chords Tens.Comp.
E - F 0 -1911
F - G 0 -1911
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 1181 0
N - M 2200 0
M - L 2198 0
Chords Tens.Comp.
L - K 2194 0
K - J 1182 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - B 0 -1355
B - N 871 0
N - D 0 -504
Webs Tens.Comp.
E - K 0 -621
K - G 836 0
G - J 0 -1357
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.154 M 999 480
VERT(CL):0.211 D 796 360
HORZ(LL):0.022 B - -
HORZ(TL):0.033 B - -
Creep Factor: 2.0
Max TC CSI:0.329
Max BC CSI:0.414
Max W eb CSI:0.415
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F01
Ply: 1
Qty:11
SEQN:348767 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T13 /
DrwNo:337.20.1430.30224
/YK 12/02/2020
3"8
14'5"
3"2'1"2'1"12
(TYP)
1'0"12 2'1"3"
6'9"
6'9"
8'9"
2'
14'5"
5'8"
1 '4 "+
A B C D E F G H
JKLMNO
1.5X31X4
3X6
3X6 1X4
4X6
3X4
1X4 1X4
3X4 1X4
3X6
3X6 1X4
3X6
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 2 /-2 /-/-/-/-
O*111 /-/-/-/-/-
AA Brg Width = 3.5 Min Req =1.5
O Brg Width = 169 Min Req =-
Bearings AA & AA are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 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 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):-0.000 O - -
HORZ(TL):0.000 O - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.007
Max W eb CSI:0.032
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F02
Ply: 1
Qty:1
SEQN:348768 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T12 /
DrwNo:337.20.1430.30223
/YK 12/02/2020
3"8
14'5"
5"
1'4"
(TYP)
1 '4 "
A M
OAA
1.5X3
2X4
2X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AA 2 /-2 /-/-/-/-
O*111 /-/-/-/-/-
AA Brg Width = 3.5 Min Req =1.5
O Brg Width = 169 Min Req =-
Bearings AA & AA are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 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 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):-0.000 O - -
HORZ(TL):0.000 O - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.007
Max W eb CSI:0.032
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F02
Ply: 1
Qty:1
SEQN:348768 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T12 /
DrwNo:337.20.1430.30223
/YK 12/02/2020
3"8
14'5"
5"
1'4"
(TYP)
1 '4 "
A M
OAA
1.5X3
2X4
2X4
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;
Bot chord: 4x2 SP M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 24.0" oc supports additional
concentrated load at right end from 8.00' stud wall
(12.00 PSF) supporting 1-0-0 roof spans with 1-0-0
overhang. Roof load: 20.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 717 /-/-/-/-/-
Q 1202 /-/-/-/-/-
O 820 /-/-/-/-/-
W Brg Width = 3.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W , Q, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1725
C - D 0 -1725
D - E 0 -1725
E - F 0 -1811
F - G 238 -1372
Chords Tens.Comp.
G - H 238 -1372
H - I 1126 0
I - J 1126 0
J - K 863 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 1071 0
V - U 1816 0
U - T 1811 0
T - S 1803 0
S - R 528 -610
Chords Tens.Comp.
R - Q 528 -610
Q - P 0 -862
P - O 0 -863
O - N 0 -829
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -B 0 -1229
B - V 751 0
F - S 0 -905
S - H 1035 0
H - Q 0 -1470
Webs Tens.Comp.
Q - J 69 -383
O - K 0 -743
K - N 979 0
L - N 0 -389
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.157 E 999 480
VERT(CL):0.232 E 730 360
HORZ(LL):0.026 B - -
HORZ(TL):0.042 B - -
Creep Factor: 2.0
Max TC CSI:0.646
Max BC CSI:0.494
Max W eb CSI:0.484
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F03
Ply: 1
Qty:1
SEQN:348769 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T7 /
DrwNo:337.20.1430.30316
/YK 12/02/2020
T2
B2
3"8
14'3"8 4'8"2'4"8
3"
2'1"
2'1"12
(TYP)
1'1"8 2'0"4
3"
21'4"
6'9"
6'9"
8'9"
2'
16'6"12
7'9"12
18'9"
2'2"4
18'10"8
1"8
21'4"
2'5"8
1 '4 "+
A B C D E F G H I J K L
NOPQRSTUVW
1.5X3
2.5X6
3X5
3X6
W=3X43X4 3X4
3X8 W=3X4
3X6
3X8
3X4
2X4
3X6 2X41X4
3X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP M-31;
Bot chord: 4x2 SP M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 24.0" oc supports additional
concentrated load at right end from 8.00' stud wall
(12.00 PSF) supporting 1-0-0 roof spans with 1-0-0
overhang. Roof load: 20.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 717 /-/-/-/-/-
Q 1202 /-/-/-/-/-
O 820 /-/-/-/-/-
W Brg Width = 3.5 Min Req =1.5
Q Brg Width = 4.0 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W , Q, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1725
C - D 0 -1725
D - E 0 -1725
E - F 0 -1811
F - G 238 -1372
Chords Tens.Comp.
G - H 238 -1372
H - I 1126 0
I - J 1126 0
J - K 863 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 1071 0
V - U 1816 0
U - T 1811 0
T - S 1803 0
S - R 528 -610
Chords Tens.Comp.
R - Q 528 -610
Q - P 0 -862
P - O 0 -863
O - N 0 -829
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -B 0 -1229
B - V 751 0
F - S 0 -905
S - H 1035 0
H - Q 0 -1470
Webs Tens.Comp.
Q - J 69 -383
O - K 0 -743
K - N 979 0
L - N 0 -389
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.157 E 999 480
VERT(CL):0.232 E 730 360
HORZ(LL):0.026 B - -
HORZ(TL):0.042 B - -
Creep Factor: 2.0
Max TC CSI:0.646
Max BC CSI:0.494
Max W eb CSI:0.484
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F03
Ply: 1
Qty:1
SEQN:348769 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T7 /
DrwNo:337.20.1430.30316
/YK 12/02/2020
T2
B2
3"8
14'3"8 4'8"2'4"8
3"
2'1"
2'1"12
(TYP)
1'1"8 2'0"4
3"
21'4"
6'9"
6'9"
8'9"
2'
16'6"12
7'9"12
18'9"
2'2"4
18'10"8
1"8
21'4"
2'5"8
1 '4 "+
A B C D E F G H I J K L
NOPQRSTUVW
1.5X3
2.5X6
3X5
3X6
W=3X43X4 3X4
3X8 W=3X4
3X6
3X8
3X4
2X4
3X6 2X41X4
3X8
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 24.0" oc supports additional
concentrated load at right end from 8.00' stud wall
(12.00 PSF) supporting 1-0-0 roof spans with 1-0-0
overhang. Roof load: 20.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 614 /-/-/-/-/-
R 1047 /-/-/-/-/-
O 1076 /-/-/-/-/-
W Brg Width = 3.5 Min Req =1.5
R Brg Width = 3.5 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W , R, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1346
C - D 0 -1346
D - E 0 -1286
E - F 0 -1269
F - G 702 0
Chords Tens.Comp.
G - H 653 -80
H - I 653 -80
I - J 655 -82
J - K 658 -81
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 889 0
V - U 1290 0
U - T 1286 0
T - S 554 -220
S - R 554 -220
Chords Tens.Comp.
R - Q 0 -657
Q - P 82 -655
P - O 0 -905
O - N 0 -905
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -B 0 -1021
B - V 524 0
T - F 912 0
F - R 0 -1170
Webs Tens.Comp.
R - G 0 -455
P - K 728 0
K - O 0 -1043
K - N 1055 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.121 U 999 480
VERT(CL):0.191 U 748 360
HORZ(LL):0.023 B - -
HORZ(TL):0.038 B - -
Creep Factor: 2.0
Max TC CSI:0.589
Max BC CSI:0.859
Max W eb CSI:0.414
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F04
Ply: 1
Qty:2
SEQN:348770 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T9 /
DrwNo:337.20.1430.30207
/YK 12/02/2020
T23"8
12'1"12 6'9"12 2'4"8
3"
2'1"
2'1"12
(TYP)
1'2"4
2'2"8 2'6"12 2'7"8 2'3"4
3"
21'4"
5'9"8
5'9"8
7'9"8
2'
14'10"
7'0"8
16'1"8
1'3"8
21'4"
5'2"8
1 '4 "+
A B C D E F G H I J K L
NOPQRSTUVW
1.5X3
2.5X6
3X4
2.5X6
3X4
3X4
3X5
W=3X4 3X4
3X4 W=3X4
3X4 3X4
4X6
1.5X3
1X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
This truss spaced @ 24.0" oc supports additional
concentrated load at right end from 8.00' stud wall
(12.00 PSF) supporting 1-0-0 roof spans with 1-0-0
overhang. Roof load: 20.00 psf LL and 20.00 psf DL.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 614 /-/-/-/-/-
R 1047 /-/-/-/-/-
O 1076 /-/-/-/-/-
W Brg Width = 3.5 Min Req =1.5
R Brg Width = 3.5 Min Req =1.5
O Brg Width = 3.5 Min Req =1.5
Bearings W , R, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1346
C - D 0 -1346
D - E 0 -1286
E - F 0 -1269
F - G 702 0
Chords Tens.Comp.
G - H 653 -80
H - I 653 -80
I - J 655 -82
J - K 658 -81
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 889 0
V - U 1290 0
U - T 1286 0
T - S 554 -220
S - R 554 -220
Chords Tens.Comp.
R - Q 0 -657
Q - P 82 -655
P - O 0 -905
O - N 0 -905
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -B 0 -1021
B - V 524 0
T - F 912 0
F - R 0 -1170
Webs Tens.Comp.
R - G 0 -455
P - K 728 0
K - O 0 -1043
K - N 1055 0
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.121 U 999 480
VERT(CL):0.191 U 748 360
HORZ(LL):0.023 B - -
HORZ(TL):0.038 B - -
Creep Factor: 2.0
Max TC CSI:0.589
Max BC CSI:0.859
Max W eb CSI:0.414
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F04
Ply: 1
Qty:2
SEQN:348770 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T9 /
DrwNo:337.20.1430.30207
/YK 12/02/2020
T23"8
12'1"12 6'9"12 2'4"8
3"
2'1"
2'1"12
(TYP)
1'2"4
2'2"8 2'6"12 2'7"8 2'3"4
3"
21'4"
5'9"8
5'9"8
7'9"8
2'
14'10"
7'0"8
16'1"8
1'3"8
21'4"
5'2"8
1 '4 "+
A B C D E F G H I J K L
NOPQRSTUVW
1.5X3
2.5X6
3X4
2.5X6
3X4
3X4
3X5
W=3X4 3X4
3X4 W=3X4
3X4 3X4
4X6
1.5X3
1X4
2.5X6
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 664 /-/-/-/-/-
I 664 /-/-/-/-/-
M Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings M & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1510
C - D 0 -1510
Chords Tens.Comp.
D - E 0 -1560
E - F 0 -1547
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 976 0
L - K 1563 0
Chords Tens.Comp.
K - J 1560 0
J - I 975 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 0 -1120
B - L 612 0
Webs Tens.Comp.
J - F 688 0
F - I 0 -1119
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.103 D 999 480
VERT(CL):0.157 D 908 360
HORZ(LL):0.017 B - -
HORZ(TL):0.028 B - -
Creep Factor: 2.0
Max TC CSI:0.260
Max BC CSI:0.345
Max W eb CSI:0.328
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F05
Ply: 1
Qty:1
SEQN:348771 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T19 /
DrwNo:337.20.1430.30379
/YK 12/02/2020
3"8
12'3"8
3"2'1"
(TYP)
2'1"12 1'1"12 2'1"12 3"
5'9"
5'9"
7'9"
2'
12'3"8
4'6"8
1 '4 "+
A B C D E F G
IJKLM
1.5X31X4
2.5X6
2.5X6 1X4
2.5X6
3X4
1X4
1X4
3X4
2.5X6 1X4
2.5X6
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 664 /-/-/-/-/-
I 664 /-/-/-/-/-
M Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings M & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1510
C - D 0 -1510
Chords Tens.Comp.
D - E 0 -1560
E - F 0 -1547
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 976 0
L - K 1563 0
Chords Tens.Comp.
K - J 1560 0
J - I 975 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 0 -1120
B - L 612 0
Webs Tens.Comp.
J - F 688 0
F - I 0 -1119
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.103 D 999 480
VERT(CL):0.157 D 908 360
HORZ(LL):0.017 B - -
HORZ(TL):0.028 B - -
Creep Factor: 2.0
Max TC CSI:0.260
Max BC CSI:0.345
Max W eb CSI:0.328
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F05
Ply: 1
Qty:1
SEQN:348771 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T19 /
DrwNo:337.20.1430.30379
/YK 12/02/2020
3"8
12'3"8
3"2'1"
(TYP)
2'1"12 1'1"12 2'1"12 3"
5'9"
5'9"
7'9"
2'
12'3"8
4'6"8
1 '4 "+
A B C D E F G
IJKLM
1.5X31X4
2.5X6
2.5X6 1X4
2.5X6
3X4
1X4
1X4
3X4
2.5X6 1X4
2.5X6
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 793 /-/-/-/-/-
I 813 /-/-/-/-/-
N Brg Width = 3.5 Min Req =1.5
I Brg Width = -Min Req =-
Bearing N is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1982
C - D 0 -1982
D - E 0 -2273
Chords Tens.Comp.
E - F 0 -1938
F - G 0 -1938
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 1202 0
M - L 2274 0
L - K 2273 0
Chords Tens.Comp.
K - J 2270 0
J - I 1173 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - B 0 -1380
B - M 895 0
M - D 0 -538
Webs Tens.Comp.
E - J 0 -628
J - G 878 0
G - I 0 -1359
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.156 L 999 480
VERT(CL):0.215 D 794 360
HORZ(LL):0.022 B - -
HORZ(TL):0.034 B - -
Creep Factor: 2.0
Max TC CSI:0.310
Max BC CSI:0.402
Max W eb CSI:0.426
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F06
Ply: 1
Qty:7
SEQN:348772 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T14 /
DrwNo:337.20.1430.30285
/YK 12/02/2020
3"8
14'8"8
3"2'1"2'1"12
(TYP)
1'4"4 2'1"3"
6'9"
6'9"
8'9"
2'
14'8"8
5'11"8
1 '4 "+
A B C D E F G H
IJKLMN
1.5X31X4
3X6
3X6 1X4
3X8
3X4
1X4 1X4
3X4 1X4
4X6
3X6 2X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 793 /-/-/-/-/-
I 813 /-/-/-/-/-
N Brg Width = 3.5 Min Req =1.5
I Brg Width = -Min Req =-
Bearing N is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1982
C - D 0 -1982
D - E 0 -2273
Chords Tens.Comp.
E - F 0 -1938
F - G 0 -1938
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 1202 0
M - L 2274 0
L - K 2273 0
Chords Tens.Comp.
K - J 2270 0
J - I 1173 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - B 0 -1380
B - M 895 0
M - D 0 -538
Webs Tens.Comp.
E - J 0 -628
J - G 878 0
G - I 0 -1359
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.156 L 999 480
VERT(CL):0.215 D 794 360
HORZ(LL):0.022 B - -
HORZ(TL):0.034 B - -
Creep Factor: 2.0
Max TC CSI:0.310
Max BC CSI:0.402
Max W eb CSI:0.426
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F06
Ply: 1
Qty:7
SEQN:348772 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T14 /
DrwNo:337.20.1430.30285
/YK 12/02/2020
3"8
14'8"8
3"2'1"2'1"12
(TYP)
1'4"4 2'1"3"
6'9"
6'9"
8'9"
2'
14'8"8
5'11"8
1 '4 "+
A B C D E F G H
IJKLMN
1.5X31X4
3X6
3X6 1X4
3X8
3X4
1X4 1X4
3X4 1X4
4X6
3X6 2X4
3X6
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 810 /-/-/-/-/-
J 810 /-/-/-/-/-
O Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2041
C - D 0 -2041
D - E 0 -2380
Chords Tens.Comp.
E - F 0 -2021
F - G 0 -2021
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 1233 0
N - M 2381 0
M - L 2380 0
Chords Tens.Comp.
L - K 2378 0
K - J 1234 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - B 0 -1415
B - N 927 0
N - D 0 -587
Webs Tens.Comp.
E - K 0 -634
K - G 904 0
G - J 0 -1416
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.160 M 999 480
VERT(CL):0.221 M 793 360
HORZ(LL):0.022 B - -
HORZ(TL):0.035 B - -
Creep Factor: 2.0
Max TC CSI:0.288
Max BC CSI:0.398
Max W eb CSI:0.442
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F07
Ply: 1
Qty:8
SEQN:348773 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T15 /
DrwNo:337.20.1430.30238
/YK 12/02/2020
3"8
14'11"8
3"2'1"2'1"12
(TYP)
1'7"4 2'1"3"
6'9"
6'9"
8'9"
2'
14'11"8
6'2"8
1 '4 "
+
A B C D E F G H
JKLMNO
1.5X31X4
3X6
3X6 1X4
3X8
3X4
1X4 1X4
3X4 1X4
3X8
3X6 1X4
3X6
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 810 /-/-/-/-/-
J 810 /-/-/-/-/-
O Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.5
Bearings O & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2041
C - D 0 -2041
D - E 0 -2380
Chords Tens.Comp.
E - F 0 -2021
F - G 0 -2021
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 1233 0
N - M 2381 0
M - L 2380 0
Chords Tens.Comp.
L - K 2378 0
K - J 1234 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - B 0 -1415
B - N 927 0
N - D 0 -587
Webs Tens.Comp.
E - K 0 -634
K - G 904 0
G - J 0 -1416
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.160 M 999 480
VERT(CL):0.221 M 793 360
HORZ(LL):0.022 B - -
HORZ(TL):0.035 B - -
Creep Factor: 2.0
Max TC CSI:0.288
Max BC CSI:0.398
Max W eb CSI:0.442
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F07
Ply: 1
Qty:8
SEQN:348773 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T15 /
DrwNo:337.20.1430.30238
/YK 12/02/2020
3"8
14'11"8
3"2'1"2'1"12
(TYP)
1'7"4 2'1"3"
6'9"
6'9"
8'9"
2'
14'11"8
6'2"8
1 '4 "
+
A B C D E F G H
JKLMNO
1.5X31X4
3X6
3X6 1X4
3X8
3X4
1X4 1X4
3X4 1X4
3X8
3X6 1X4
3X6
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O*108 /-/-/-/-/-
O Brg Width = 179 Min Req =-
Bearing AA is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 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 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):0.000 M - -
HORZ(TL):0.000 M - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.007
Max W eb CSI:0.032
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F08
Ply: 1
Qty:1
SEQN:348774 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T18 /
DrwNo:337.20.1430.30269
/YK 12/02/2020
3"8
14'11"8
8"4
1'4"
(TYP)
1 '4 "
A M
OAA
1.5X3
2X4 2X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O*108 /-/-/-/-/-
O Brg Width = 179 Min Req =-
Bearing AA is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 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 999 480
VERT(CL):0.000 K 999 360
HORZ(LL):0.000 M - -
HORZ(TL):0.000 M - -
Creep Factor: 2.0
Max TC CSI:0.031
Max BC CSI:0.007
Max W eb CSI:0.032
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F08
Ply: 1
Qty:1
SEQN:348774 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T18 /
DrwNo:337.20.1430.30269
/YK 12/02/2020
3"8
14'11"8
8"4
1'4"
(TYP)
1 '4 "
A M
OAA
1.5X3
2X4 2X4
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 955 /-/-/-/-/-
L 955 /-/-/-/-/-
R Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2556
C - D 0 -2556
D - E 0 -3284
E - F 0 -3289
Chords Tens.Comp.
F - G 0 -2528
G - H 0 -2528
H - I 0 -2528
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1495 0
Q - P 3163 0
P - O 3163 0
Chords Tens.Comp.
O - N 3289 0
N - M 3284 0
M - L 1488 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 0 -1716
B - Q 1218 0
Q - D 0 -696
D - O 492 -158
Webs Tens.Comp.
F - M 0 -1020
M - I 1193 0
I - L 0 -1708
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.315 E 654 480
VERT(CL):0.427 E 483 360
HORZ(LL):0.043 B - -
HORZ(TL):0.060 B - -
Creep Factor: 2.0
Max TC CSI:0.399
Max BC CSI:0.578
Max W eb CSI:0.580
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F09
Ply: 1
Qty:9
SEQN:348821 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T8 /
DrwNo:337.20.1430.30331
/YK 12/02/2020
T23"8
17'7"
3"
2'1"
2'1"12
(TYP)
2'1"
3"
8'10"
8'10"
10'10"
2'
17'7"
6'9"
1 '4 "+
A B C D E F G H I J
LMNOPQR
1.5X31X4
4X6
4X6 1X4
3X10
3X4
W=H03083X4
1X4
1X4
3X4 W=3X4 1X4
3X10
4X6 1X4
4X6
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31; T2 4x2 SP #2;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 955 /-/-/-/-/-
L 955 /-/-/-/-/-
R Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2556
C - D 0 -2556
D - E 0 -3284
E - F 0 -3289
Chords Tens.Comp.
F - G 0 -2528
G - H 0 -2528
H - I 0 -2528
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1495 0
Q - P 3163 0
P - O 3163 0
Chords Tens.Comp.
O - N 3289 0
N - M 3284 0
M - L 1488 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 0 -1716
B - Q 1218 0
Q - D 0 -696
D - O 492 -158
Webs Tens.Comp.
F - M 0 -1020
M - I 1193 0
I - L 0 -1708
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.315 E 654 480
VERT(CL):0.427 E 483 360
HORZ(LL):0.043 B - -
HORZ(TL):0.060 B - -
Creep Factor: 2.0
Max TC CSI:0.399
Max BC CSI:0.578
Max W eb CSI:0.580
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F09
Ply: 1
Qty:9
SEQN:348821 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T8 /
DrwNo:337.20.1430.30331
/YK 12/02/2020
T23"8
17'7"
3"
2'1"
2'1"12
(TYP)
2'1"
3"
8'10"
8'10"
10'10"
2'
17'7"
6'9"
1 '4 "+
A B C D E F G H I J
LMNOPQR
1.5X31X4
4X6
4X6 1X4
3X10
3X4
W=H03083X4
1X4
1X4
3X4 W=3X4 1X4
3X10
4X6 1X4
4X6
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 900 /-/-/-/-/-
L 900 /-/-/-/-/-
R Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2365
C - D 0 -2365
D - E 0 -2851
E - F 0 -2851
Chords Tens.Comp.
F - G 0 -2853
G - H 0 -1931
H - I 0 -1931
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1400 0
Q - P 2870 0
P - O 2853 0
Chords Tens.Comp.
O - N 2846 0
N - M 2846 0
M - L 808 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 0 -1608
B - Q 1107 0
Q - D 0 -580
Webs Tens.Comp.
G - M 0 -1132
M - I 1289 0
I - L 0 -1174
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.297 F 655 480
VERT(CL):0.415 F 468 360
HORZ(LL):0.041 B - -
HORZ(TL):0.059 B - -
Creep Factor: 2.0
Max TC CSI:0.438
Max BC CSI:0.946
Max W eb CSI:0.614
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F10
Ply: 1
Qty:1
SEQN:348824 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T26 /
DrwNo:337.20.1430.30409
/YK 12/02/2020
B2
3"8
16'7"
3"2'1"2'1"12
(TYP)
1'1"
3"
8'10"
8'10"
10'10"
2'
16'7"
5'9"
1 '4 "
+
A B C D E F G H I J
LMNOPQR
1.5X31X4
3X6
4X6 1X4
3X8
3X4 W=3X4
3X4
1X4
1X4
3X4
W=H0308
1X4
3X10
4X6 1X4
3X5
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31; B2 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 900 /-/-/-/-/-
L 900 /-/-/-/-/-
R Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2365
C - D 0 -2365
D - E 0 -2851
E - F 0 -2851
Chords Tens.Comp.
F - G 0 -2853
G - H 0 -1931
H - I 0 -1931
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1400 0
Q - P 2870 0
P - O 2853 0
Chords Tens.Comp.
O - N 2846 0
N - M 2846 0
M - L 808 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 0 -1608
B - Q 1107 0
Q - D 0 -580
Webs Tens.Comp.
G - M 0 -1132
M - I 1289 0
I - L 0 -1174
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.297 F 655 480
VERT(CL):0.415 F 468 360
HORZ(LL):0.041 B - -
HORZ(TL):0.059 B - -
Creep Factor: 2.0
Max TC CSI:0.438
Max BC CSI:0.946
Max W eb CSI:0.614
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F10
Ply: 1
Qty:1
SEQN:348824 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T26 /
DrwNo:337.20.1430.30409
/YK 12/02/2020
B2
3"8
16'7"
3"2'1"2'1"12
(TYP)
1'1"
3"
8'10"
8'10"
10'10"
2'
16'7"
5'9"
1 '4 "
+
A B C D E F G H I J
LMNOPQR
1.5X31X4
3X6
4X6 1X4
3X8
3X4 W=3X4
3X4
1X4
1X4
3X4
W=H0308
1X4
3X10
4X6 1X4
3X5
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 674 /-/-/-/-/-
H 693 /-/-/-/-/-
L Brg Width = 3.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1550
C - D 0 -1550
Chords Tens.Comp.
D - E 0 -1599
E - F 0 -1585
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 994 0
K - J 1603 0
Chords Tens.Comp.
J - I 1599 0
I - H 969 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 0 -1141
B - K 639 0
Webs Tens.Comp.
I - F 731 0
F - H 0 -1123
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.116 J 999 480
VERT(CL):0.175 D 828 360
HORZ(LL):0.019 B - -
HORZ(TL):0.030 B - -
Creep Factor: 2.0
Max TC CSI:0.291
Max BC CSI:0.369
Max W eb CSI:0.348
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F11
Ply: 1
Qty:7
SEQN:348777 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T20 /
DrwNo:337.20.1430.30254
/YK 12/02/2020
3"8
12'6"8
3"2'1"
(TYP)
2'1"12 1'4"12 2'1"12 3"
6'
6'
8'
2'
12'6"8
4'6"8
1 '4 "+
A B C D E F G
HIJKL
1.5X31X4
2.5X6
2.5X6 1X4
2.5X6
3X4
1X4
1X4
3X4
2.5X6 2X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 674 /-/-/-/-/-
H 693 /-/-/-/-/-
L Brg Width = 3.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -1550
C - D 0 -1550
Chords Tens.Comp.
D - E 0 -1599
E - F 0 -1585
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 994 0
K - J 1603 0
Chords Tens.Comp.
J - I 1599 0
I - H 969 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 0 -1141
B - K 639 0
Webs Tens.Comp.
I - F 731 0
F - H 0 -1123
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.116 J 999 480
VERT(CL):0.175 D 828 360
HORZ(LL):0.019 B - -
HORZ(TL):0.030 B - -
Creep Factor: 2.0
Max TC CSI:0.291
Max BC CSI:0.369
Max W eb CSI:0.348
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F11
Ply: 1
Qty:7
SEQN:348777 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T20 /
DrwNo:337.20.1430.30254
/YK 12/02/2020
3"8
12'6"8
3"2'1"
(TYP)
2'1"12 1'4"12 2'1"12 3"
6'
6'
8'
2'
12'6"8
4'6"8
1 '4 "+
A B C D E F G
HIJKL
1.5X31X4
2.5X6
2.5X6 1X4
2.5X6
3X4
1X4
1X4
3X4
2.5X6 2X4
2.5X6
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
++ Anchorage req'd to prevent truss from slipping off
bearing.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 33 /-/-/-/-/-
W*108 /-/-/-/-/-
M 2 /-/-/-/-/-
W Brg Width = 3.5 Min Req =1.5
W Brg Width = 146 Min Req =-
M Brg Width = 1.0 Min Req =1.5
Bearings W , W , & M are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 C 999 360
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.030
Max BC CSI:0.007
Max W eb CSI:0.031
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F12
Ply: 1
Qty:1
SEQN:348778 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T10 /
DrwNo:337.20.1430.30348
/YK 12/02/2020
3"8
3"8 12'2"1"
9"12
1'4"
(TYP)
12'6"8
1 '4 "
A K
M
V
W
1.5X3
2X4 2X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
++ Anchorage req'd to prevent truss from slipping off
bearing.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 33 /-/-/-/-/-
W*108 /-/-/-/-/-
M 2 /-/-/-/-/-
W Brg Width = 3.5 Min Req =1.5
W Brg Width = 146 Min Req =-
M Brg Width = 1.0 Min Req =1.5
Bearings W , W , & M are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 480
VERT(CL):0.000 C 999 360
HORZ(LL):-0.000 B - -
HORZ(TL):0.000 B - -
Creep Factor: 2.0
Max TC CSI:0.030
Max BC CSI:0.007
Max W eb CSI:0.031
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F12
Ply: 1
Qty:1
SEQN:348778 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T10 /
DrwNo:337.20.1430.30348
/YK 12/02/2020
3"8
3"8 12'2"1"
9"12
1'4"
(TYP)
12'6"8
1 '4 "
A K
M
V
W
1.5X3
2X4 2X4
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 944 /-/-/-/-/-
J 944 /-/-/-/-/-
P Brg Width = -Min Req =-
J Brg Width = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1827
B - C 0 -1827
C - D 0 -3342
D - E 0 -3353
Chords Tens.Comp.
E - F 0 -3342
F - G 0 -3342
G - H 0 -1827
H - I 0 -1827
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2865 0
N - M 3353 0
Chords Tens.Comp.
M - L 2865 0
L - K 2865 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 0 -933
A - O 2003 0
O - C 0 -1148
C - N 748 0
Webs Tens.Comp.
M - G 748 0
G - K 0 -1148
K - I 2003 0
I - J 0 -933
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.344 D 599 480
VERT(CL):0.472 D 436 360
HORZ(LL):0.041 K - -
HORZ(TL):0.056 K - -
Creep Factor: 2.0
Max TC CSI:0.839
Max BC CSI:0.984
Max Web CSI:0.954
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F13
Ply: 1
Qty:1
SEQN:349358 SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T2
DrwNo:338.20.0733.45120
SSB /WHK 12/03/2020
17'2"
2'8"4 2'6"12
(TYP)
7'10"8
7'10"8
9'3"8
1'5"
17'2"
7'10"8
1 '4 "+
A B C D E F G H I
JKLMNOP
4X6
1.5X3
1X4
4X10
2.5X6
3X4
1X4 1X4
3X4
W=3X4 2.5X6
W=H0308
1X4
4X10
4X6
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Hangers / Ties
(J) Hanger Support Required, by others
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 944 /-/-/-/-/-
J 944 /-/-/-/-/-
P Brg Width = -Min Req =-
J Brg Width = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1827
B - C 0 -1827
C - D 0 -3342
D - E 0 -3353
Chords Tens.Comp.
E - F 0 -3342
F - G 0 -3342
G - H 0 -1827
H - I 0 -1827
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2865 0
N - M 3353 0
Chords Tens.Comp.
M - L 2865 0
L - K 2865 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 0 -933
A - O 2003 0
O - C 0 -1148
C - N 748 0
Webs Tens.Comp.
M - G 748 0
G - K 0 -1148
K - I 2003 0
I - J 0 -933
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.344 D 599 480
VERT(CL):0.472 D 436 360
HORZ(LL):0.041 K - -
HORZ(TL):0.056 K - -
Creep Factor: 2.0
Max TC CSI:0.839
Max BC CSI:0.984
Max Web CSI:0.954
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F13
Ply: 1
Qty:1
SEQN:349358 SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T2
DrwNo:338.20.0733.45120
SSB /WHK 12/03/2020
17'2"
2'8"4 2'6"12
(TYP)
7'10"8
7'10"8
9'3"8
1'5"
17'2"
7'10"8
1 '4 "+
A B C D E F G H I
JKLMNOP
4X6
1.5X3
1X4
4X10
2.5X6
3X4
1X4 1X4
3X4
W=3X4 2.5X6
W=H0308
1X4
4X10
4X6
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2; B2 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 902 /-/-/-/-/-
L 902 /-/-/-/-/-
R Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2369
C - D 0 -2369
D - E 0 -2946
E - F 0 -2946
Chords Tens.Comp.
F - G 0 -2951
G - H 0 -2350
H - I 0 -2350
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1398 0
Q - P 2870 0
P - O 2870 0
Chords Tens.Comp.
O - N 2951 0
N - M 2948 0
M - L 1395 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 0 -1605
B - Q 1114 0
Q - D 0 -574
D - O 415 -146
Webs Tens.Comp.
G - M 0 -851
M - I 1096 0
I - L 0 -1602
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.263 F 740 480
VERT(CL):0.360 F 541 360
HORZ(LL):0.040 B - -
HORZ(TL):0.057 B - -
Creep Factor: 2.0
Max TC CSI:0.989
Max BC CSI:0.892
Max W eb CSI:0.531
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F14
Ply: 1
Qty:1
SEQN:348830 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T11 /
DrwNo:337.20.1430.30160
/YK 12/02/2020
B2
3"8
16'7"8
3"2'1"2'1"12
(TYP)
1'2"4 2'1"3"
7'10"8
7'10"8
9'10"8
2'
16'7"8
6'9"
1 '4 "
+
A B C D E F G H I J
LMNOPQR
1.5X31X4
3X6
4X6 1X4
3X8 W=H0308
3X4W=3X4
3X4
1X4
1X4
3X4 1X4
3X8
4X6 1X4
3X6
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2; B2 4x2 SP M-31;
Webs: 4x2 SP #3;
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 902 /-/-/-/-/-
L 902 /-/-/-/-/-
R Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings R & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -2369
C - D 0 -2369
D - E 0 -2946
E - F 0 -2946
Chords Tens.Comp.
F - G 0 -2951
G - H 0 -2350
H - I 0 -2350
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1398 0
Q - P 2870 0
P - O 2870 0
Chords Tens.Comp.
O - N 2951 0
N - M 2948 0
M - L 1395 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - B 0 -1605
B - Q 1114 0
Q - D 0 -574
D - O 415 -146
Webs Tens.Comp.
G - M 0 -851
M - I 1096 0
I - L 0 -1602
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS 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 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.263 F 740 480
VERT(CL):0.360 F 541 360
HORZ(LL):0.040 B - -
HORZ(TL):0.057 B - -
Creep Factor: 2.0
Max TC CSI:0.989
Max BC CSI:0.892
Max W eb CSI:0.531
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:F14
Ply: 1
Qty:1
SEQN:348830 /SY42
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T11 /
DrwNo:337.20.1430.30160
/YK 12/02/2020
B2
3"8
16'7"8
3"2'1"2'1"12
(TYP)
1'2"4 2'1"3"
7'10"8
7'10"8
9'10"8
2'
16'7"8
6'9"
1 '4 "
+
A B C D E F G H I J
LMNOPQR
1.5X31X4
3X6
4X6 1X4
3X8 W=H0308
3X4W=3X4
3X4
1X4
1X4
3X4 1X4
3X8
4X6 1X4
3X6
1.5X3
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W8 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 2.50" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 plf at 0.00 to 50 plf at 13.79
BC: From 5 plf at 0.00 to 5 plf at 13.79
TC: 944 lb Conc. Load at 0.81
TC: 813 lb Conc. Load at 1.19, 3.19, 5.19, 7.19
9.19,11.19,13.19
BC: 944 lb Conc. Load at 2.46
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
It is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 3216 /-/-/-/206 /-
J 4755 /-/-/-/223 /-
O 364 /-/-/20 /-/-
Wind reactions based on MWFRS
N Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.6
O Brg Width = 9.5 Min Req =1.5
Bearings N, J, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 200 -2320
B - C 161 -2325
C - D 43 -895
Chords Tens.Comp.
D - E 43 -895
E - F 1536 -94
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2537 -199
L - K 2266 -151
Chords Tens.Comp.
K - J 72 -1089
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 95 -1484
A - M 2484 -216
M - B 0 -744
C - K 119 -1507
D - K 14 -437
Webs Tens.Comp.
K - E 2180 -126
E - J 76 -1533
J - F 59 -1306
I - G 43 -408
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.055 L 999 480
VERT(CL):0.076 L 999 360
HORZ(LL):0.011 A - -
HORZ(TL):0.016 A - -
Creep Factor: 2.0
Max TC CSI:0.514
Max BC CSI:0.387
Max Web CSI:0.701
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT01
Ply: 2
Qty:1
SEQN:349360 FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T6
DrwNo:338.20.0733.53487
SSB /WHK 12/03/2020
2 Complete Trusses Required
W2 W8
9'5"4 4'4"4
2'4"12
2'4"12
4'7"12
2'3"
6'10"12
2'3"
9'1"12
2'3"
11'4"12
2'3"
13'9"8
2'4"12
2'4"12
2'4"12
4'7"12
2'3"
6'10"12
2'3"
9'1"12
2'3"
11'4"12
2'3"
13'9"8
2'4"12
1 '4 "
A B C D E F G
HIJKLMN
O
3X10
2.5X6 3X12
3X4
3X4
4X5 2X4
6X10
4X8
4X5
4X4
3X4
3X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2,W8 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 2.50" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 plf at 0.00 to 50 plf at 13.79
BC: From 5 plf at 0.00 to 5 plf at 13.79
TC: 944 lb Conc. Load at 0.81
TC: 813 lb Conc. Load at 1.19, 3.19, 5.19, 7.19
9.19,11.19,13.19
BC: 944 lb Conc. Load at 2.46
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
It is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 3216 /-/-/-/206 /-
J 4755 /-/-/-/223 /-
O 364 /-/-/20 /-/-
Wind reactions based on MWFRS
N Brg Width = 3.5 Min Req =1.5
J Brg Width = 3.5 Min Req =1.6
O Brg Width = 9.5 Min Req =1.5
Bearings N, J, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 200 -2320
B - C 161 -2325
C - D 43 -895
Chords Tens.Comp.
D - E 43 -895
E - F 1536 -94
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2537 -199
L - K 2266 -151
Chords Tens.Comp.
K - J 72 -1089
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 95 -1484
A - M 2484 -216
M - B 0 -744
C - K 119 -1507
D - K 14 -437
Webs Tens.Comp.
K - E 2180 -126
E - J 76 -1533
J - F 59 -1306
I - G 43 -408
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.055 L 999 480
VERT(CL):0.076 L 999 360
HORZ(LL):0.011 A - -
HORZ(TL):0.016 A - -
Creep Factor: 2.0
Max TC CSI:0.514
Max BC CSI:0.387
Max Web CSI:0.701
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT01
Ply: 2
Qty:1
SEQN:349360 FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T6
DrwNo:338.20.0733.53487
SSB /WHK 12/03/2020
2 Complete Trusses Required
W2 W8
9'5"4 4'4"4
2'4"12
2'4"12
4'7"12
2'3"
6'10"12
2'3"
9'1"12
2'3"
11'4"12
2'3"
13'9"8
2'4"12
2'4"12
2'4"12
4'7"12
2'3"
6'10"12
2'3"
9'1"12
2'3"
11'4"12
2'3"
13'9"8
2'4"12
1 '4 "
A B C D E F G
HIJKLMN
O
3X10
2.5X6 3X12
3X4
3X4
4X5 2X4
6X10
4X8
4X5
4X4
3X4
3X4
2X4
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 944 /-/-/268 /231 /-
H 944 /-/-/268 /231 /-
Wind reactions based on MWFRS
N Brg Width = -Min Req =-
H Brg Width = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 255 -1046
B - C 410 -1681
C - D 469 -1917
Chords Tens.Comp.
D - E 469 -1917
E - F 411 -1682
F - G 255 -1046
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 1152 -284
L - K 1738 -427
Chords Tens.Comp.
K - J 1739 -428
J - I 1152 -284
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 117 -456
A - M 1105 -269
M - B 109 -393
B - L 572 -136
Webs Tens.Comp.
J - F 573 -137
F - I 110 -393
I - G 1104 -269
G - H 117 -456
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 21.00 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 2017 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):0.158 D 999 480
VERT(CL):0.218 D 945 360
HORZ(LL):0.026 A - -
HORZ(TL):0.035 A - -
Creep Factor: 2.0
Max TC CSI:0.176
Max BC CSI:0.544
Max Web CSI:0.526
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT02
Ply: 2
Qty:1
SEQN:349216 /FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T1 /
DrwNo:337.20.1430.30627
/YK 12/02/2020
2 Complete Trusses Required
17'2"
2'11"8
2'11"8
5'9"4
2'9"12
8'7"
2'9"12
11'4"12
2'9"12
14'2"8
2'9"12
17'2"
2'11"8
2'11"8
2'11"8
5'9"4
2'9"12
8'7"
2'9"12
11'4"12
2'9"12
14'2"8
2'9"12
17'2"
2'11"8
1 '4 "
A B C D E F G
HIJKLMN
4X4
2X4 4X4
3X4
3X4
3X4 5X5
3X8
3X4
5X5
3X4
4X4
4X4
2X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top 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 nails
in each row to avoid splitting.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 944 /-/-/268 /231 /-
H 944 /-/-/268 /231 /-
Wind reactions based on MWFRS
N Brg Width = -Min Req =-
H Brg Width = -Min Req =-
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 255 -1046
B - C 410 -1681
C - D 469 -1917
Chords Tens.Comp.
D - E 469 -1917
E - F 411 -1682
F - G 255 -1046
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 1152 -284
L - K 1738 -427
Chords Tens.Comp.
K - J 1739 -428
J - I 1152 -284
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 117 -456
A - M 1105 -269
M - B 109 -393
B - L 572 -136
Webs Tens.Comp.
J - F 573 -137
F - I 110 -393
I - G 1104 -269
G - H 117 -456
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 21.00 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 2017 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):0.158 D 999 480
VERT(CL):0.218 D 945 360
HORZ(LL):0.026 A - -
HORZ(TL):0.035 A - -
Creep Factor: 2.0
Max TC CSI:0.176
Max BC CSI:0.544
Max Web CSI:0.526
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT02
Ply: 2
Qty:1
SEQN:349216 /FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T1 /
DrwNo:337.20.1430.30627
/YK 12/02/2020
2 Complete Trusses Required
17'2"
2'11"8
2'11"8
5'9"4
2'9"12
8'7"
2'9"12
11'4"12
2'9"12
14'2"8
2'9"12
17'2"
2'11"8
2'11"8
2'11"8
5'9"4
2'9"12
8'7"
2'9"12
11'4"12
2'9"12
14'2"8
2'9"12
17'2"
2'11"8
1 '4 "
A B C D E F G
HIJKLMN
4X4
2X4 4X4
3X4
3X4
3X4 5X5
3X8
3X4
5X5
3X4
4X4
4X4
2X4
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2 2x4 SP M-31; W12 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 plf at 0.00 to 50 plf at 14.88
BC: From 5 plf at 0.00 to 5 plf at 14.88
TC: 693 lb Conc. Load at 0.73, 2.73, 4.73, 6.73
8.73,10.73,12.73
TC: 944 lb Conc. Load at 1.02
BC: 944 lb Conc. Load at 2.67
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
It is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4722 /-/-/-/285 /-
O 2839 /-/-/-/139 /-
Wind reactions based on MWFRS
N Brg Width = 3.5 Min Req =2.0
O Brg Width = 6.0 Min Req =1.5
Bearings N & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 314 -4254
B - C 361 -5935
C - D 323 -6198
Chords Tens.Comp.
D - E 323 -6198
E - F 254 -5296
F - G 142 -3107
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 4674 -325
L - K 6072 -362
Chords Tens.Comp.
K - J 5525 -266
J - I 3506 -161
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 135 -2217
A - M 4527 -336
M - B 36 -1443
B - L 1381 -40
L - C 3 -473
D - K 16 -429
Webs Tens.Comp.
K - E 729 -61
E - J 44 -789
J - F 1961 -101
F - I 66 -1369
I - G 3317 -151
G - H 66 -1305
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 21.00 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 2017 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):0.286 D 624 480
VERT(CL):0.393 D 454 360
HORZ(LL):0.049 A - -
HORZ(TL):0.067 A - -
Creep Factor: 2.0
Max TC CSI:0.690
Max BC CSI:0.666
Max Web CSI:0.936
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT03
Ply: 2
Qty:1
SEQN:349362 FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T4
DrwNo:338.20.0733.59353
SSB /WHK 12/03/2020
2 Complete Trusses Required
W2 W12
14'10"8
2'6"15
2'6"15
5'0"1
2'5"3
7'5"4
2'5"3
9'10"7
2'5"3
12'3"9
2'5"3
14'10"8
2'6"15
2'6"15
2'6"15
5'0"1
2'5"3
7'5"4
2'5"3
9'10"7
2'5"3
12'3"9
2'5"3
14'10"8
2'6"15
1 '4 "
A B C D E F G
HIJKLMN
O
4X10
3X6 5X10
4X5
4X5
3X4 2X4
3X10
3X4
4X10
4X10
4X10
4X10
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3; W2 2x4 SP M-31; W12 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 3.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 plf at 0.00 to 50 plf at 14.88
BC: From 5 plf at 0.00 to 5 plf at 14.88
TC: 693 lb Conc. Load at 0.73, 2.73, 4.73, 6.73
8.73,10.73,12.73
TC: 944 lb Conc. Load at 1.02
BC: 944 lb Conc. Load at 2.67
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
It is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 4722 /-/-/-/285 /-
O 2839 /-/-/-/139 /-
Wind reactions based on MWFRS
N Brg Width = 3.5 Min Req =2.0
O Brg Width = 6.0 Min Req =1.5
Bearings N & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 314 -4254
B - C 361 -5935
C - D 323 -6198
Chords Tens.Comp.
D - E 323 -6198
E - F 254 -5296
F - G 142 -3107
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 4674 -325
L - K 6072 -362
Chords Tens.Comp.
K - J 5525 -266
J - I 3506 -161
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 135 -2217
A - M 4527 -336
M - B 36 -1443
B - L 1381 -40
L - C 3 -473
D - K 16 -429
Webs Tens.Comp.
K - E 729 -61
E - J 44 -789
J - F 1961 -101
F - I 66 -1369
I - G 3317 -151
G - H 66 -1305
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 21.00 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 2017 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):0.286 D 624 480
VERT(CL):0.393 D 454 360
HORZ(LL):0.049 A - -
HORZ(TL):0.067 A - -
Creep Factor: 2.0
Max TC CSI:0.690
Max BC CSI:0.666
Max Web CSI:0.936
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT03
Ply: 2
Qty:1
SEQN:349362 FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T4
DrwNo:338.20.0733.59353
SSB /WHK 12/03/2020
2 Complete Trusses Required
W2 W12
14'10"8
2'6"15
2'6"15
5'0"1
2'5"3
7'5"4
2'5"3
9'10"7
2'5"3
12'3"9
2'5"3
14'10"8
2'6"15
2'6"15
2'6"15
5'0"1
2'5"3
7'5"4
2'5"3
9'10"7
2'5"3
12'3"9
2'5"3
14'10"8
2'6"15
1 '4 "
A B C D E F G
HIJKLMN
O
4X10
3X6 5X10
4X5
4X5
3X4 2X4
3X10
3X4
4X10
4X10
4X10
4X10
3X4
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W14 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 4.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 400 plf at 0.00 to 400 plf at 17.58
BC: From 10 plf at 0.00 to 10 plf at 17.58
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 3605 /-/-/275 /237 /-
I 3605 /-/-/275 /237 /-
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings P & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 -2387
B - C 262 -4001
C - D 317 -4835
D - E 319 -4853
Chords Tens.Comp.
E - F 319 -4853
F - G 263 -4009
G - H 156 -2386
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2671 -177
N - M 4177 -275
M - L 4919 -324
Chords Tens.Comp.
L - K 4182 -276
K - J 2670 -177
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 79 -1170
A - O 2569 -168
O - B 75 -1053
B - N 1474 -95
N - C 48 -653
C - M 730 -47
Webs Tens.Comp.
L - F 735 -47
F - K 47 -641
K - G 1484 -96
G - J 75 -1056
J - H 2567 -168
H - I 79 -1169
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.285 E 740 480
VERT(CL):0.508 E 415 360
HORZ(LL):0.047 A - -
HORZ(TL):0.084 A - -
Creep Factor: 2.0
Max TC CSI:0.624
Max BC CSI:0.661
Max Web CSI:0.725
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT04
Ply: 3
Qty:1
SEQN:349217 /FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T27 /
DrwNo:337.20.1430.30707
/YK 12/02/2020
3 Complete Trusses Required
W2 W14
17'7"
2'7"6
2'7"6
5'1"1
2'5"10
7'6"11
2'5"10
10'0"5
2'5"10
12'5"15
2'5"10
14'11"10
2'5"10
17'7"
2'7"6
2'7"6
2'7"6
5'1"1
2'5"10
7'6"11
2'5"10
10'0"5
2'5"10
12'5"15
2'5"10
14'11"10
2'5"10
17'7"
2'7"6
1 '4 "
A B C D E F G H
IJKLMNOP
3X10
3X4 4X10
4X6
4X6
3X4
H0510
3X4 5X5
3X10
3X4
4X6
4X6
4X10
3X10
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3; W2,W14 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @ 4.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 400 plf at 0.00 to 400 plf at 17.58
BC: From 10 plf at 0.00 to 10 plf at 17.58
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-4-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 3605 /-/-/275 /237 /-
I 3605 /-/-/275 /237 /-
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req =1.5
I Brg Width = 3.5 Min Req =1.5
Bearings P & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 156 -2387
B - C 262 -4001
C - D 317 -4835
D - E 319 -4853
Chords Tens.Comp.
E - F 319 -4853
F - G 263 -4009
G - H 156 -2386
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2671 -177
N - M 4177 -275
M - L 4919 -324
Chords Tens.Comp.
L - K 4182 -276
K - J 2670 -177
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 79 -1170
A - O 2569 -168
O - B 75 -1053
B - N 1474 -95
N - C 48 -653
C - M 730 -47
Webs Tens.Comp.
L - F 735 -47
F - K 47 -641
K - G 1484 -96
G - J 75 -1056
J - H 2567 -168
H - I 79 -1169
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:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 10.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.285 E 740 480
VERT(CL):0.508 E 415 360
HORZ(LL):0.047 A - -
HORZ(TL):0.084 A - -
Creep Factor: 2.0
Max TC CSI:0.624
Max BC CSI:0.661
Max Web CSI:0.725
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:FT04
Ply: 3
Qty:1
SEQN:349217 /FLAT
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T27 /
DrwNo:337.20.1430.30707
/YK 12/02/2020
3 Complete Trusses Required
W2 W14
17'7"
2'7"6
2'7"6
5'1"1
2'5"10
7'6"11
2'5"10
10'0"5
2'5"10
12'5"15
2'5"10
14'11"10
2'5"10
17'7"
2'7"6
2'7"6
2'7"6
5'1"1
2'5"10
7'6"11
2'5"10
10'0"5
2'5"10
12'5"15
2'5"10
14'11"10
2'5"10
17'7"
2'7"6
1 '4 "
A B C D E F G H
IJKLMNOP
3X10
3X4 4X10
4X6
4X6
3X4
H0510
3X4 5X5
3X10
3X4
4X6
4X6
4X10
3X10
3X4
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 398 /-/-/301 /109 /220
D 130 /-/-/98 /16 /-
C 191 /-/-/108 /147 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.59 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.014 D - -
HORZ(TL):0.028 D - -
Creep Factor: 2.0
Max TC CSI:0.740
Max BC CSI:0.523
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J01
Ply: 1
Qty:22
SEQN:349197 /EJAC
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T48 /
DrwNo:337.20.1430.30518
/YK 12/02/2020
7'
7'1'4"
4"5
4 '5 "5
5 '2 "6
A
B
C
D
7
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 398 /-/-/301 /109 /220
D 130 /-/-/98 /16 /-
C 191 /-/-/108 /147 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.59 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.014 D - -
HORZ(TL):0.028 D - -
Creep Factor: 2.0
Max TC CSI:0.740
Max BC CSI:0.523
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J01
Ply: 1
Qty:22
SEQN:349197 /EJAC
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T48 /
DrwNo:337.20.1430.30518
/YK 12/02/2020
7'
7'1'4"
4"5
4 '5 "5
5 '2 "6
A
B
C
D
7
12
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
3-3-2.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 319 /-/-/247 /92 /163
D 90 /-/-/67 /9 /-
C 131 /-/-/72 /99 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.008 D - -
Creep Factor: 2.0
Max TC CSI:0.325
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J02
Ply: 1
Qty:8
SEQN:349198 /JACK
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T46 /
DrwNo:337.20.1430.30519
/YK 12/02/2020
4'11"11
4'11"111'4"
4"5
3 '3 "2
4 '0 "3
A
B
C
D
7
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
3-3-2.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 319 /-/-/247 /92 /163
D 90 /-/-/67 /9 /-
C 131 /-/-/72 /99 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.008 D - -
Creep Factor: 2.0
Max TC CSI:0.325
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J02
Ply: 1
Qty:8
SEQN:349198 /JACK
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T46 /
DrwNo:337.20.1430.30519
/YK 12/02/2020
4'11"11
4'11"111'4"
4"5
3 '3 "2
4 '0 "3
A
B
C
D
7
12
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-1-2.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 246 /-/-/201 /79 /109
D 50 /-/-/42 /3 /-
C 66 /-/-/31 /51 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 21.42 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.074
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J03
Ply: 1
Qty:8
SEQN:349199 /JACK
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T47 /
DrwNo:337.20.1430.30410
/YK 12/02/2020
2'11"11
2'11"111'4"
4"5
2 '1 "2
2 '1 0 "3
A
B
C
D
7
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-1-2.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 246 /-/-/201 /79 /109
D 50 /-/-/42 /3 /-
C 66 /-/-/31 /51 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 21.42 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.159
Max BC CSI:0.074
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J03
Ply: 1
Qty:8
SEQN:349199 /JACK
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T47 /
DrwNo:337.20.1430.30410
/YK 12/02/2020
2'11"11
2'11"111'4"
4"5
2 '1 "2
2 '1 0 "3
A
B
C
D
7
12
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
0-11-2.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 227 /-/-/209 /96 /56
D 6 /-12 /-/19 /18 /-
C -/-43 /-/37 /56 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 20.84 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.158
Max BC CSI:0.022
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J04
Ply: 1
Qty:12
SEQN:349200 /JACK
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T31 /
DrwNo:337.20.1430.30535
/YK 12/02/2020
11"11
11"111'4"
4"5
1 1 "2
1 '8 "3
A
B
C
D
7
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
0-11-2.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 227 /-/-/209 /96 /56
D 6 /-12 /-/19 /18 /-
C -/-43 /-/37 /56 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 20.84 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.000 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.158
Max BC CSI:0.022
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J04
Ply: 1
Qty:12
SEQN:349200 /JACK
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T31 /
DrwNo:337.20.1430.30535
/YK 12/02/2020
11"11
11"111'4"
4"5
1 1 "2
1 '8 "3
A
B
C
D
7
12
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
4-5-0.
Provide (3) 16d common 0.162"x3.5", toe-nails at TC.
Provide (3) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 444 /-/-/-/195 /-
E 380 /-/-/-/79 /-
D 251 /-/-/-/169 /-
Wind reactions based on MWFRS
B Brg Width = 5.7 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 266 -680
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 606 -232
Chords Tens.Comp.
G - F 600 -235
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 266 -679
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: 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 2017 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):0.019 G 999 240
VERT(CL):0.038 G 999 180
HORZ(LL):0.005 F - -
HORZ(TL):0.010 F - -
Creep Factor: 2.0
Max TC CSI:0.613
Max BC CSI:0.519
Max Web CSI:0.327
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J05HJ
Ply: 1
Qty:4
SEQN:349204 /HIP_
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T49 /
DrwNo:337.20.1430.30878
/YK 12/02/2020
5'3"6
5'3"6
9'10"13
4'7"6
5'3"6
5'3"6
9'7"5
4'3"14
9'10"13
3"81'10"10
4"
4 '5 "
5 '2 "2
A
B
C
D
EFG
4.95
12
2X4(A1)2X4
3X4
4X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
4-5-0.
Provide (3) 16d common 0.162"x3.5", toe-nails at TC.
Provide (3) 16d common 0.162"x3.5", toe-nails at BC.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 444 /-/-/-/195 /-
E 380 /-/-/-/79 /-
D 251 /-/-/-/169 /-
Wind reactions based on MWFRS
B Brg Width = 5.7 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 266 -680
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 606 -232
Chords Tens.Comp.
G - F 600 -235
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 266 -679
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 0.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: 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 2017 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):0.019 G 999 240
VERT(CL):0.038 G 999 180
HORZ(LL):0.005 F - -
HORZ(TL):0.010 F - -
Creep Factor: 2.0
Max TC CSI:0.613
Max BC CSI:0.519
Max Web CSI:0.327
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J05HJ
Ply: 1
Qty:4
SEQN:349204 /HIP_
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T49 /
DrwNo:337.20.1430.30878
/YK 12/02/2020
5'3"6
5'3"6
9'10"13
4'7"6
5'3"6
5'3"6
9'7"5
4'3"14
9'10"13
3"81'10"10
4"
4 '5 "
5 '2 "2
A
B
C
D
EFG
4.95
12
2X4(A1)2X4
3X4
4X4
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-1-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 247 /-/-/196 /53 /86
D 51 /-/-/41 /2 /-
C 67 /-/-/31 /38 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.167
Max BC CSI:0.076
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J06
Ply: 1
Qty:8
SEQN:349201 /EJAC
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T32 /
DrwNo:337.20.1430.30472
/YK 12/02/2020
3'
3'1'4"
4"5
2 '1 "5
2 '1 0 "6
A
B
C
D
7
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-1-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 247 /-/-/196 /53 /86
D 51 /-/-/41 /2 /-
C 67 /-/-/31 /38 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.167
Max BC CSI:0.076
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J06
Ply: 1
Qty:8
SEQN:349201 /EJAC
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T32 /
DrwNo:337.20.1430.30472
/YK 12/02/2020
3'
3'1'4"
4"5
2 '1 "5
2 '1 0 "6
A
B
C
D
7
12
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.89 to 62 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 4.24
BC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 4.24
TC: -34 lb Conc. Load at 1.44
BC: 12 lb Conc. Load at 1.44
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
2-1-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 197 /-/-/-/133 /-
D 71 /-2 /-/-/15 /-
C 42 /-8 /-/-/22 /-
Wind reactions based on MWFRS
B Brg Width = 5.7 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.003 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.136
Max BC CSI:0.157
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J07HJ
Ply: 1
Qty:2
SEQN:349205 /HIP_
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T33 /
DrwNo:337.20.1430.30504
/YK 12/02/2020
4'2"15
4'2"151'10"10
4"
2 '1 "
2 '1 0 "2
A
B
C
D
4.95
12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From -0 plf at -1.89 to 62 plf at 0.00
TC: From 2 plf at 0.00 to 2 plf at 4.24
BC: From 0 plf at -1.89 to 4 plf at 0.00
BC: From 2 plf at 0.00 to 2 plf at 4.24
TC: -34 lb Conc. Load at 1.44
BC: 12 lb Conc. Load at 1.44
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
2-1-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 197 /-/-/-/133 /-
D 71 /-2 /-/-/15 /-
C 42 /-8 /-/-/22 /-
Wind reactions based on MWFRS
B Brg Width = 5.7 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.003 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.136
Max BC CSI:0.157
Max Web CSI:0.000
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J07HJ
Ply: 1
Qty:2
SEQN:349205 /HIP_
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T33 /
DrwNo:337.20.1430.30504
/YK 12/02/2020
4'2"15
4'2"151'10"10
4"
2 '1 "
2 '1 0 "2
A
B
C
D
4.95
12
2X4(A1)
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.50" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at 0.00 to 63 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 1013 lb Conc. Load at 2.06, 4.06, 6.06
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1563 /-/-/-/428 /-
D 1986 /-/-/-/519 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 288 -1065
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 906 -237
Chords Tens.Comp.
E - D 873 -230
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 997 -211
Webs Tens.Comp.
B - D 278 -1057
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.98 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.010 E 999 240
VERT(CL):0.021 E 999 180
HORZ(LL):-0.004 C - -
HORZ(TL):0.008 C - -
Creep Factor: 2.0
Max TC CSI:0.128
Max BC CSI:0.208
Max Web CSI:0.380
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J08
Ply: 2
Qty:1
SEQN:349206 /MONO
FROM: CDM
Page 1 of 2
Cust: R 215 JRef:1X0V2150011 T62 /
DrwNo:337.20.1430.30488
/YK 12/02/2020
2 Complete Trusses Required
7'
3'8"13
3'8"13
7'
3'3"3
3'8"13
3'8"13
7'
3'3"3
4"5
4 '5 "5
A
B
C
DE
7
12
2X4(A1)2X10
3X6
2X4
2.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.50" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at 0.00 to 63 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 1013 lb Conc. Load at 2.06, 4.06, 6.06
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1563 /-/-/-/428 /-
D 1986 /-/-/-/519 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 288 -1065
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 906 -237
Chords Tens.Comp.
E - D 873 -230
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 997 -211
Webs Tens.Comp.
B - D 278 -1057
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.98 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.010 E 999 240
VERT(CL):0.021 E 999 180
HORZ(LL):-0.004 C - -
HORZ(TL):0.008 C - -
Creep Factor: 2.0
Max TC CSI:0.128
Max BC CSI:0.208
Max Web CSI:0.380
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J08
Ply: 2
Qty:1
SEQN:349206 /MONO
FROM: CDM
Page 1 of 2
Cust: R 215 JRef:1X0V2150011 T62 /
DrwNo:337.20.1430.30488
/YK 12/02/2020
2 Complete Trusses Required
7'
3'8"13
3'8"13
7'
3'3"3
3'8"13
3'8"13
7'
3'3"3
4"5
4 '5 "5
A
B
C
DE
7
12
2X4(A1)2X10
3X6
2X4
2.5X6
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=6'9" uses the following
support conditions: 6'9"
Bearing D (6'9", 20'7") HGUS26-2
Supporting Member: (2)2x6 SP 2400f-2.0E
(20) 0.148"x3" nails into supporting
member,
(6) 0.148"x3" nails into supported
member.
Job Number:20-4689
Kiley Res
Truss Label:J08
Ply: 2
Qty:1
SEQN:349206 /MONO
FROM: CDM
Page 2 of 2
Cust: R 215 JRef:1X0V2150011 T62 /
DrwNo:337.20.1430.30488
/YK 12/02/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=6'9" uses the following
support conditions: 6'9"
Bearing D (6'9", 20'7") HGUS26-2
Supporting Member: (2)2x6 SP 2400f-2.0E
(20) 0.148"x3" nails into supporting
member,
(6) 0.148"x3" nails into supported
member.
Job Number:20-4689
Kiley Res
Truss Label:J08
Ply: 2
Qty:1
SEQN:349206 /MONO
FROM: CDM
Page 2 of 2
Cust: R 215 JRef:1X0V2150011 T62 /
DrwNo:337.20.1430.30488
/YK 12/02/2020
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at 0.00 to 63 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 1467 lb Conc. Load at 0.40, 2.40, 4.40, 6.40
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 3348 /-/-/-/838 /-
D 3034 /-/-/-/763 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 372 -1424
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 1220 -310
Chords Tens.Comp.
E - D 1174 -300
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 1442 -317
Webs Tens.Comp.
B - D 373 -1462
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.98 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 E 999 240
VERT(CL):0.028 E 999 180
HORZ(LL):-0.006 C - -
HORZ(TL):0.011 C - -
Creep Factor: 2.0
Max TC CSI:0.223
Max BC CSI:0.311
Max Web CSI:0.549
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J09
Ply: 2
Qty:1
SEQN:349207 /MONO
FROM: CDM
Page 1 of 2
Cust: R 215 JRef:1X0V2150011 T51 /
DrwNo:337.20.1430.30440
/YK 12/02/2020
2 Complete Trusses Required
7'
3'10"8
3'10"8
7'
3'1"8
3'10"8
3'10"8
7'
3'1"8
4"5
4 '5 "5
A
B
C
DE
7
12
3X4(A1)2X10
4X6
2X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 63 plf at 0.00 to 63 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 7.00
BC: 1467 lb Conc. Load at 0.40, 2.40, 4.40, 6.40
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-5-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 3348 /-/-/-/838 /-
D 3034 /-/-/-/763 /-
Wind reactions based on MWFRS
A Brg Width = 4.0 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 372 -1424
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 1220 -310
Chords Tens.Comp.
E - D 1174 -300
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - B 1442 -317
Webs Tens.Comp.
B - D 373 -1462
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 22.98 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 E 999 240
VERT(CL):0.028 E 999 180
HORZ(LL):-0.006 C - -
HORZ(TL):0.011 C - -
Creep Factor: 2.0
Max TC CSI:0.223
Max BC CSI:0.311
Max Web CSI:0.549
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:J09
Ply: 2
Qty:1
SEQN:349207 /MONO
FROM: CDM
Page 1 of 2
Cust: R 215 JRef:1X0V2150011 T51 /
DrwNo:337.20.1430.30440
/YK 12/02/2020
2 Complete Trusses Required
7'
3'10"8
3'10"8
7'
3'1"8
3'10"8
3'10"8
7'
3'1"8
4"5
4 '5 "5
A
B
C
DE
7
12
3X4(A1)2X10
4X6
2X4
3X6
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=6'9" uses the following
support conditions: 6'9"
Bearing D (6'9", 20'7") HGUS26-2
Supporting Member: (2)2x6 SP 2400f-2.0E
(20) 0.148"x3" nails into supporting
member,
(6) 0.148"x3" nails into supported
member.
Job Number:20-4689
Kiley Res
Truss Label:J09
Ply: 2
Qty:1
SEQN:349207 /MONO
FROM: CDM
Page 2 of 2
Cust: R 215 JRef:1X0V2150011 T51 /
DrwNo:337.20.1430.30440
/YK 12/02/2020
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Hangers / Ties
Simpson Construction Hardware is specified based on
the most current information provided by Simpson
Strong-Tie. Please refer to the most recent Simpson
Strong-Tie catalog for additional information.
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different connections
than indicated. Refer to manufacturer publication for
additional information.
Hanger specified assumes connection to supporting
chord is located a minimum of five times the depth of the
supporting chord from any unsupported end, unless
unsupported chord end has 85% plating coverage.
Bearing at location x=6'9" uses the following
support conditions: 6'9"
Bearing D (6'9", 20'7") HGUS26-2
Supporting Member: (2)2x6 SP 2400f-2.0E
(20) 0.148"x3" nails into supporting
member,
(6) 0.148"x3" nails into supported
member.
Job Number:20-4689
Kiley Res
Truss Label:J09
Ply: 2
Qty:1
SEQN:349207 /MONO
FROM: CDM
Page 2 of 2
Cust: R 215 JRef:1X0V2150011 T51 /
DrwNo:337.20.1430.30440
/YK 12/02/2020
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut in area
(NNL). Dropped top chord braced at 24" oc intervals.
Attach stacked top chord (SC) to dropped top chord in
notchable area using 3x4 tie-plates 24" oc. Center plate
on stacked/dropped chord interface, plate length
perpendicular to chord length. Splice top chord in
notchable area using 3x6.
The overall height of this truss excluding overhang is
3-7-9.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 271 /-/-/186 /52 /21
J*68 /-/-/44 /-/-
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req =1.5
J Brg Width = 144 Min Req =-
Bearings P & P are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.007 C 999 240
VERT(CL):0.014 C 999 180
HORZ(LL):-0.001 I - -
HORZ(TL):0.002 I - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.109
Max Web CSI:0.033
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:M01
Ply: 1
Qty:1
SEQN:349202 /GABL
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T17
DrwNo:337.20.1430.30925
/WHK 12/02/2020
SC1
12'4"8
4'2"4 2'
(TYP)
1'11"
11"2
11"2
1'11"
11"14
12'3"
10'4"
12'4"8
1"8
12'3"
12'3"
12'4"8
1"8
1'4"
3'4"
(NNL)
3"14
3 '7 "9
4 '
A
B C
H I
JKP
3.5 12
2X4(C5)2.5X6(C5)
3X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
See DWGS A16015ENC101014 & GBLLETIN0118 for
gable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut in area
(NNL). Dropped top chord braced at 24" oc intervals.
Attach stacked top chord (SC) to dropped top chord in
notchable area using 3x4 tie-plates 24" oc. Center plate
on stacked/dropped chord interface, plate length
perpendicular to chord length. Splice top chord in
notchable area using 3x6.
The overall height of this truss excluding overhang is
3-7-9.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 271 /-/-/186 /52 /21
J*68 /-/-/44 /-/-
Wind reactions based on MWFRS
P Brg Width = 3.5 Min Req =1.5
J Brg Width = 144 Min Req =-
Bearings P & P are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.007 C 999 240
VERT(CL):0.014 C 999 180
HORZ(LL):-0.001 I - -
HORZ(TL):0.002 I - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.109
Max Web CSI:0.033
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:M01
Ply: 1
Qty:1
SEQN:349202 /GABL
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T17
DrwNo:337.20.1430.30925
/WHK 12/02/2020
SC1
12'4"8
4'2"4 2'
(TYP)
1'11"
11"2
11"2
1'11"
11"14
12'3"
10'4"
12'4"8
1"8
12'3"
12'3"
12'4"8
1"8
1'4"
3'4"
(NNL)
3"14
3 '7 "9
4 '
A
B C
H I
JKP
3.5 12
2X4(C5)2.5X6(C5)
3X4
12/03/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-11-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 599 /-/-/392 /155 /139
F 488 /-/-/307 /154 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 497 -972
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 893 -662
Chords Tens.Comp.
H - G 885 -661
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 692 -930
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.030 H 999 240
VERT(CL):0.059 H 999 180
HORZ(LL):0.009 G - -
HORZ(TL):0.017 G - -
Creep Factor: 2.0
Max TC CSI:0.419
Max BC CSI:0.542
Max Web CSI:0.598
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:M02
Ply: 1
Qty:8
SEQN:349203 /MONO
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T5
DrwNo:337.20.1430.30785
/WHK 12/02/2020
12'4"8
6'7"13
6'7"13
12'3"
5'7"3
12'4"8
1"8
6'7"13
6'7"13
12'3"
5'7"3
12'4"8
1"8
1'4"
3"14
3 '1 1 "3
4 '3 "1 0
A
B
C
D E
FGH
3.5 12
2X4(A1)2X4
3X4
2X4
4X4
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-11-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 599 /-/-/392 /155 /139
F 488 /-/-/307 /154 /-
Wind reactions based on MWFRS
B Brg Width = 3.5 Min Req =1.5
F Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 497 -972
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 893 -662
Chords Tens.Comp.
H - G 885 -661
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - G 692 -930
Loading Criteria (psf)
TCLL:20.00
TCDL:10.00
BCLL:0.00
BCDL:10.00
Des Ld:40.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 5.0 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 2017 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):0.030 H 999 240
VERT(CL):0.059 H 999 180
HORZ(LL):0.009 G - -
HORZ(TL):0.017 G - -
Creep Factor: 2.0
Max TC CSI:0.419
Max BC CSI:0.542
Max Web CSI:0.598
VIEW Ver: 20.01.01A.0724.11
Job Number:20-4689
Kiley Res
Truss Label:M02
Ply: 1
Qty:8
SEQN:349203 /MONO
FROM: CDM
Cust: R 215 JRef:1X0V2150011 T5
DrwNo:337.20.1430.30785
/WHK 12/02/2020
12'4"8
6'7"13
6'7"13
12'3"
5'7"3
12'4"8
1"8
6'7"13
6'7"13
12'3"
5'7"3
12'4"8
1"8
1'4"
3"14
3 '1 1 "3
4 '3 "1 0
A
B
C
D E
FGH
3.5 12
2X4(A1)2X4
3X4
2X4
4X4
12/03/2020
COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/03/2020COA #0 278