HomeMy WebLinkAboutTRUSS DESIGN - 21-00814 - 2943 W 3800 S - Strong Shed with Living Space.pdfAlpine, an ITW Company
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Phone: (800)877-3678 (916)387-0116
Fax: (916)387-1110
sacseals@itwbcg.com
Site Information:Page 1:
Customer: Franklin Building Supply Job Number: 219547J
Job Description: -SAGE BUILDERS
Address: 2943 W 3800 S. , Rexburg, ID 83442
Job Engineering Criteria:
Design Code: IBC 2021 IntelliVIEW Version: 21.02.00
JRef #: 1XbQ65190008
Wind Standard: ASCE 7-16 Wind Speed (mph): 115 Design Loading (psf): 51.00
Building Type: Closed
This package contains general notes pages, 11 truss drawing(s) and 5 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 362.21.1432.20130 A1 2 362.21.1432.21820 A2
3 362.21.1432.23193 A3 4 362.21.1432.32457 A4
5 362.21.1432.35460 A5 6 362.21.1432.38707 CJ1
7 362.21.1432.40053 CJ2 8 362.21.1432.41347 CJ3
9 362.21.1432.54367 EJ1 10 362.21.1432.58533 EJ2
11 362.21.1433.12447 HJ1 12 A11530ENC160118
13 GABRST160118 14 GBLLETIN0118
15 BRCLBSUB0119 16 A11515ENC160118
Printed 12/28/2021 2:33:17 PM
12/28/2021
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those spec ified 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. sbcacomponents.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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11530ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 821 /-/-/264 /189 /104
V*189 /-/-/50 /30 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
V Brg Wid = 474 Min Req =-
Bearings B & B Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AN 169 -577
G -AJ 129 -412
I -AI 129 -432
J -AH 163 -424
K -AG 251 -486
Gables Tens.Comp.
AE- M 251 -486
AD- N 163 -424
AC- O 129 -432
AB- Q 129 -412
X - U 169 -577
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.86 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.012 V 999 240
VERT(CL):0.019 V 999 180
HORZ(LL):0.004 B - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.610
Max BC CSI:0.175
Max Web CSI:0.197
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A1
Ply: 1
Qty:2
SEQN:309637 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T13
DrwNo:362.21.1432.20130
/CA 12/28/2021
40'
4'2'(TYP)
20'
20'
40'
20'
40'
40'2'2'
4"85'4"85'9"10A
B
C
G H I J K L M N O P Q
U
V
W
XABACADAEAGAHAIAJAN
3 12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11530ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 821 /-/-/264 /189 /104
V*189 /-/-/50 /30 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
V Brg Wid = 474 Min Req =-
Bearings B & B Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AN 169 -577
G -AJ 129 -412
I -AI 129 -432
J -AH 163 -424
K -AG 251 -486
Gables Tens.Comp.
AE- M 251 -486
AD- N 163 -424
AC- O 129 -432
AB- Q 129 -412
X - U 169 -577
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.86 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.012 V 999 240
VERT(CL):0.019 V 999 180
HORZ(LL):0.004 B - -
HORZ(TL):0.007 B - -
Creep Factor: 2.0
Max TC CSI:0.610
Max BC CSI:0.175
Max Web CSI:0.197
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A1
Ply: 1
Qty:2
SEQN:309637 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T13
DrwNo:362.21.1432.20130
/CA 12/28/2021
40'
4'2'(TYP)
20'
20'
40'
20'
40'
40'2'2'
4"85'4"85'9"10A
B
C
G H I J K L M N O P Q
U
V
W
XABACADAEAGAHAIAJAN
3 12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L 2400f-2.0E T2,
T3 2x4 DF-L #1&Bet.;
Bot chord 2x4 DF-L 2400f-2.0E
B2 2x4 DF-L #1&Bet.;
Webs 2x4 DF-L Stud W 3,W 5 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 29" oc, BC @ 80" oc.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2226 /-/-/697 /225 /52
H 2226 /-/-/697 /225 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =2.2 (Truss)
H Brg Wid = 5.5 Min Req =2.2 (Truss)
Bearings B & H Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1302 -6569
C - D 1162 -5932
D - E 946 -4239
Chords Tens.Comp.
E - F 946 -4239
F - G 1163 -5932
G - H 1302 -6569
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 6303 -1210
N - M 5260 -1031
M - L 5260 -1031
Chords Tens.Comp.
L - K 5260 -1012
K - J 5260 -1012
J - H 6303 -1191
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 252 -704
N - D 657 -27
D - L 337 -1652
E - L 1465 -233
Webs Tens.Comp.
L - F 337 -1652
F - J 657 -27
J - G 252 -704
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.86 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.732 L 651 240
VERT(CL):1.057 L 450 180
HORZ(LL):0.180 H - -
HORZ(TL):0.262 H - -
Creep Factor: 2.0
Max TC CSI:0.961
Max BC CSI:0.975
Max Web CSI:0.998
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A2
Ply: 1
Qty:62
SEQN:309633 COMN
FROM:
Cust: R 6519 JRef:1XbQ65190008 T8
DrwNo:362.21.1432.21820
/CA 12/28/2021
T2 T3
B2
W3
W5
40'
7'2"15
7'2"15
13'6"8
6'3"8
20'
6'5"8
26'5"8
6'5"8
32'9"1
6'3"8
40'
7'2"15
10'5"3
10'5"3
20'
9'6"13
29'6"13
9'6"13
40'
10'5"32'2'
4"85'4"85'9"10(a)(a)
A
B
C
D
E
F
G
H
I
JKLMN
3 12
4X12(B1T)
2X4
3X6
5X6
SS0312
5X6
5X8 SS0312
5X6
3X6
2X4
4X12(B1T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L 2400f-2.0E T2,
T3 2x4 DF-L #1&Bet.;
Bot chord 2x4 DF-L 2400f-2.0E
B2 2x4 DF-L #1&Bet.;
Webs 2x4 DF-L Stud W 3,W 5 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 29" oc, BC @ 80" oc.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2226 /-/-/697 /225 /52
H 2226 /-/-/697 /225 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =2.2 (Truss)
H Brg Wid = 5.5 Min Req =2.2 (Truss)
Bearings B & H Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1302 -6569
C - D 1162 -5932
D - E 946 -4239
Chords Tens.Comp.
E - F 946 -4239
F - G 1163 -5932
G - H 1302 -6569
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 6303 -1210
N - M 5260 -1031
M - L 5260 -1031
Chords Tens.Comp.
L - K 5260 -1012
K - J 5260 -1012
J - H 6303 -1191
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 252 -704
N - D 657 -27
D - L 337 -1652
E - L 1465 -233
Webs Tens.Comp.
L - F 337 -1652
F - J 657 -27
J - G 252 -704
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.86 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.732 L 651 240
VERT(CL):1.057 L 450 180
HORZ(LL):0.180 H - -
HORZ(TL):0.262 H - -
Creep Factor: 2.0
Max TC CSI:0.961
Max BC CSI:0.975
Max Web CSI:0.998
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A2
Ply: 1
Qty:62
SEQN:309633 COMN
FROM:
Cust: R 6519 JRef:1XbQ65190008 T8
DrwNo:362.21.1432.21820
/CA 12/28/2021
T2 T3
B2
W3
W5
40'
7'2"15
7'2"15
13'6"8
6'3"8
20'
6'5"8
26'5"8
6'5"8
32'9"1
6'3"8
40'
7'2"15
10'5"3
10'5"3
20'
9'6"13
29'6"13
9'6"13
40'
10'5"32'2'
4"85'4"85'9"10(a)(a)
A
B
C
D
E
F
G
H
I
JKLMN
3 12
4X12(B1T)
2X4
3X6
5X6
SS0312
5X6
5X8 SS0312
5X6
3X6
2X4
4X12(B1T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L 2400f-2.0E T2,
T3 2x4 DF-L #1&Bet.;
Bot chord 2x4 DF-L 2400f-2.0E
B2 2x4 DF-L #1&Bet.;
Webs 2x4 DF-L Stud W 3,W 5 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 27" oc, BC @ 79" oc.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 2226 /-/-/697 /225 /52
H 2226 /-/-/697 /225 /-
Wind reactions based on MWFRS
O Brg Wid = 5.5 Min Req =2.2 (Truss)
H Brg Wid = 5.5 Min Req =2.2 (Truss)
Bearings O & H Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1337 -6763
C - D 1188 -6075
D - E 952 -4280
Chords Tens.Comp.
E - F 952 -4280
F - G 1188 -6075
G - H 1337 -6763
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 6502 -1246
N - M 5345 -1047
M - L 5345 -1047
Chords Tens.Comp.
L - K 5345 -1028
K - J 5345 -1028
J - H 6502 -1227
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 264 -772
N - D 726 -40
D - L 347 -1697
E - L 1480 -235
Webs Tens.Comp.
L - F 347 -1697
F - J 726 -40
J - G 264 -772
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.80 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.750 L 635 240
VERT(CL):1.090 L 437 180
HORZ(LL):0.186 H - -
HORZ(TL):0.273 H - -
Creep Factor: 2.0
Max TC CSI:0.995
Max BC CSI:0.963
Max Web CSI:0.495
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A3
Ply: 1
Qty:4
SEQN:309641 COMN
FROM:
Cust: R 6519 JRef:1XbQ65190008 T11
DrwNo:362.21.1432.23193
/CA 12/28/2021
T2 T3
B2
W3
W5
40'
7'2"15
7'2"15
13'6"8
6'3"8
20'
6'5"8
26'5"8
6'5"8
32'9"1
6'3"8
40'
7'2"15
10'5"3
10'5"3
20'
9'6"13
29'6"13
9'6"13
40'
10'5"32'2'
3"145'3"145'9"10(a)(a)
A
B
C
D
E
F
G
H
I
JKLMNO
3 12
4X12(A2T)
2X4
3X6
5X6
SS0312
5X6
5X8 SS0312
5X6
3X6
2X4
4X12(A2T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L 2400f-2.0E T2,
T3 2x4 DF-L #1&Bet.;
Bot chord 2x4 DF-L 2400f-2.0E
B2 2x4 DF-L #1&Bet.;
Webs 2x4 DF-L Stud W 3,W 5 2x4 DF-L #1&Bet.;
Bracing
(a) Continuous lateral restraint equally spaced on
member.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 27" oc, BC @ 79" oc.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
O 2226 /-/-/697 /225 /52
H 2226 /-/-/697 /225 /-
Wind reactions based on MWFRS
O Brg Wid = 5.5 Min Req =2.2 (Truss)
H Brg Wid = 5.5 Min Req =2.2 (Truss)
Bearings O & H Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1337 -6763
C - D 1188 -6075
D - E 952 -4280
Chords Tens.Comp.
E - F 952 -4280
F - G 1188 -6075
G - H 1337 -6763
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 6502 -1246
N - M 5345 -1047
M - L 5345 -1047
Chords Tens.Comp.
L - K 5345 -1028
K - J 5345 -1028
J - H 6502 -1227
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 264 -772
N - D 726 -40
D - L 347 -1697
E - L 1480 -235
Webs Tens.Comp.
L - F 347 -1697
F - J 726 -40
J - G 264 -772
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.80 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.750 L 635 240
VERT(CL):1.090 L 437 180
HORZ(LL):0.186 H - -
HORZ(TL):0.273 H - -
Creep Factor: 2.0
Max TC CSI:0.995
Max BC CSI:0.963
Max Web CSI:0.495
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A3
Ply: 1
Qty:4
SEQN:309641 COMN
FROM:
Cust: R 6519 JRef:1XbQ65190008 T11
DrwNo:362.21.1432.23193
/CA 12/28/2021
T2 T3
B2
W3
W5
40'
7'2"15
7'2"15
13'6"8
6'3"8
20'
6'5"8
26'5"8
6'5"8
32'9"1
6'3"8
40'
7'2"15
10'5"3
10'5"3
20'
9'6"13
29'6"13
9'6"13
40'
10'5"32'2'
3"145'3"145'9"10(a)(a)
A
B
C
D
E
F
G
H
I
JKLMNO
3 12
4X12(A2T)
2X4
3X6
5X6
SS0312
5X6
5X8 SS0312
5X6
3X6
2X4
4X12(A2T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 0-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11530ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AO 429 /-/-/146 /87 /52
B*95 /-/-/31 /9 /-
V 429 /-/-/153 /93 /-
Wind reactions based on MWFRS
AO Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 469 Min Req =-
V Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings AO, B, & V Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.80 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.009 V 999 240
VERT(CL):0.013 V 999 180
HORZ(LL):0.003 B - -
HORZ(TL):0.004 B - -
Creep Factor: 2.0
Max TC CSI:0.271
Max BC CSI:0.095
Max Web CSI:0.104
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A4
Ply: 1
Qty:2
SEQN:309643 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T9
DrwNo:362.21.1432.32457
/CA 12/28/2021
5"8 39'1"5"8
4'2'(TYP)
20'
20'
40'
20'
40'
40'2'2'
3"145'3"145'9"10A
B
H
L
P
V
W
ADAHAO
3 12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 0-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11530ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AO 429 /-/-/146 /87 /52
B*95 /-/-/31 /9 /-
V 429 /-/-/153 /93 /-
Wind reactions based on MWFRS
AO Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 469 Min Req =-
V Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings AO, B, & V Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.80 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.009 V 999 240
VERT(CL):0.013 V 999 180
HORZ(LL):0.003 B - -
HORZ(TL):0.004 B - -
Creep Factor: 2.0
Max TC CSI:0.271
Max BC CSI:0.095
Max Web CSI:0.104
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A4
Ply: 1
Qty:2
SEQN:309643 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T9
DrwNo:362.21.1432.32457
/CA 12/28/2021
5"8 39'1"5"8
4'2'(TYP)
20'
20'
40'
20'
40'
40'2'2'
3"145'3"145'9"10A
B
H
L
P
V
W
ADAHAO
3 12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11530ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 823 /-/-/266 /187 /114
B*140 /-/-/36 /23 /-
AJ 377 /-/-/101 /66 /-
V*187 /-/-/50 /28 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 114 Min Req =-
AJ Brg Wid = 5.5 Min Req =1.5 (Truss)
V Brg Wid = 354 Min Req =-
Bearings B, B, AJ, & AJ Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AM 168 -577
G -AI 129 -396
I -AH 129 -429
J -AG 163 -420
K -AF 251 -482
Gables Tens.Comp.
AD- M 251 -486
AC- N 163 -424
AB- O 129 -431
AA- Q 129 -412
W -U 209 -578
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.86 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.014 V 999 240
VERT(CL):0.019 V 999 180
HORZ(LL):-0.004 V - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.621
Max BC CSI:0.197
Max Web CSI:0.197
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A5
Ply: 1
Qty:2
SEQN:309639 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T2
DrwNo:362.21.1432.35460
/CA 12/28/2021
5"8 9'6"8 2"12 29'9"4
4'2'(TYP)
20'
20'
40'
20'
40'
40'2'
4"85'4"85'9"10A
B
C
G H I J K L M N OP Q
U
V
WAAABACADAFAGAHAIAJAM
3 12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 2-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced snow loads.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11530ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 823 /-/-/266 /187 /114
B*140 /-/-/36 /23 /-
AJ 377 /-/-/101 /66 /-
V*187 /-/-/50 /28 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 114 Min Req =-
AJ Brg Wid = 5.5 Min Req =1.5 (Truss)
V Brg Wid = 354 Min Req =-
Bearings B, B, AJ, & AJ Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AM 168 -577
G -AI 129 -396
I -AH 129 -429
J -AG 163 -420
K -AF 251 -482
Gables Tens.Comp.
AD- M 251 -486
AC- N 163 -424
AB- O 129 -431
AA- Q 129 -412
W -U 209 -578
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 19.86 ft
TCDL: 4.8 psf
BCDL: 4.8 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.014 V 999 240
VERT(CL):0.019 V 999 180
HORZ(LL):-0.004 V - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.621
Max BC CSI:0.197
Max Web CSI:0.197
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:A5
Ply: 1
Qty:2
SEQN:309639 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T2
DrwNo:362.21.1432.35460
/CA 12/28/2021
5"8 9'6"8 2"12 29'9"4
4'2'(TYP)
20'
20'
40'
20'
40'
40'2'
4"85'4"85'9"10A
B
C
G H I J K L M N OP Q
U
V
WAAABACADAFAGAHAIAJAM
3 12
3X6(A1T)
3X6
5X6
5X6
5X6
3X6
3X6(A1)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 49" oc, BC @ 21" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 398 /-/-/144 /102 /31
D 32 /-25 /-/25 /11 /-
C 58 /-1 /-/20 /16 /-
Wind reactions based on MWFRS
E Brg Wid = 3.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing E Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.251
Max BC CSI:0.047
Max Web CSI:0.000
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:CJ1
Ply: 1
Qty:2
SEQN:309656 JACK
FROM:
Cust: R 6519 JRef:1XbQ65190008 T23
DrwNo:362.21.1432.38707
/CA 12/28/2021
1'10"15
1'10"152'
3"14 9"91'3"5A
B
C
DE
3 12
2X4(A1T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 49" oc, BC @ 21" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 398 /-/-/144 /102 /31
D 32 /-25 /-/25 /11 /-
C 58 /-1 /-/20 /16 /-
Wind reactions based on MWFRS
E Brg Wid = 3.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing E Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.001 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.251
Max BC CSI:0.047
Max Web CSI:0.000
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:CJ1
Ply: 1
Qty:2
SEQN:309656 JACK
FROM:
Cust: R 6519 JRef:1XbQ65190008 T23
DrwNo:362.21.1432.38707
/CA 12/28/2021
1'10"15
1'10"152'
3"14 9"91'3"5A
B
C
DE
3 12
2X4(A1T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 74" oc, BC @ 45" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 439 /-/-/154 /83 /43
D 56 /-/-/27 /-/-
C 138 /-/-/28 /23 /-
Wind reactions based on MWFRS
E Brg Wid = 3.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing E Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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 B - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.287
Max BC CSI:0.117
Max Web CSI:0.000
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:CJ2
Ply: 1
Qty:2
SEQN:309654 JACK
FROM:
Cust: R 6519 JRef:1XbQ65190008 T7
DrwNo:362.21.1432.40053
/CA 12/28/2021
3'10"15
3'10"152'
3"14 1'3"91'9"5A
B
C
DE
3 12
2X4(A1T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 74" oc, BC @ 45" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 439 /-/-/154 /83 /43
D 56 /-/-/27 /-/-
C 138 /-/-/28 /23 /-
Wind reactions based on MWFRS
E Brg Wid = 3.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing E Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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 B - -
HORZ(TL):0.006 B - -
Creep Factor: 2.0
Max TC CSI:0.287
Max BC CSI:0.117
Max Web CSI:0.000
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:CJ2
Ply: 1
Qty:2
SEQN:309654 JACK
FROM:
Cust: R 6519 JRef:1XbQ65190008 T7
DrwNo:362.21.1432.40053
/CA 12/28/2021
3'10"15
3'10"152'
3"14 1'3"91'9"5A
B
C
DE
3 12
2X4(A1T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 69" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 522 /-/-/180 /79 /55
D 92 /-/-/45 /-/-
C 216 /-/-/47 /40 /-
Wind reactions based on MWFRS
E Brg Wid = 3.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing E Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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 B - -
HORZ(TL):0.021 B - -
Creep Factor: 2.0
Max TC CSI:0.462
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:CJ3
Ply: 1
Qty:2
SEQN:309652 JACK
FROM:
Cust: R 6519 JRef:1XbQ65190008 T18
DrwNo:362.21.1432.41347
/CA 12/28/2021
5'10"15
5'10"152'
3"14 1'9"92'3"5A
B
C
DE
3 12
2X4(A1T)
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x4 DF-L #1&Bet.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 69" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E 522 /-/-/180 /79 /55
D 92 /-/-/45 /-/-
C 216 /-/-/47 /40 /-
Wind reactions based on MWFRS
E Brg Wid = 3.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing E Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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 B - -
HORZ(TL):0.021 B - -
Creep Factor: 2.0
Max TC CSI:0.462
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:CJ3
Ply: 1
Qty:2
SEQN:309652 JACK
FROM:
Cust: R 6519 JRef:1XbQ65190008 T18
DrwNo:362.21.1432.41347
/CA 12/28/2021
5'10"15
5'10"152'
3"14 1'9"92'3"5A
B
C
DE
3 12
2X4(A1T)
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 92" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 611 /-/-/208 /79 /67
E 405 /-/-/127 /37 /-
Wind reactions based on MWFRS
F Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 1.5 Min Req =1.5 (Support)
Bearings F & E Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 344 -643
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 609 -428
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 459 -646
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.026 B 999 240
VERT(CL):0.038 B 999 180
HORZ(LL):0.006 B - -
HORZ(TL):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.173
Max Web CSI:0.168
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:EJ1
Ply: 1
Qty:18
SEQN:309650 MONO
FROM:
Cust: R 6519 JRef:1XbQ65190008 T29
DrwNo:362.21.1432.54367
/CA 12/28/2021
7'11"8
4'8"8
4'8"8
7'11"8
3'3"
7'9"14
7'9"14
7'11"8
1"10
2'
3"14 5"81'10"42'3"122'9"8A
B
C
D
EF
3 12
2X4(A1T)
2X4
3X6
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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 92" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 611 /-/-/208 /79 /67
E 405 /-/-/127 /37 /-
Wind reactions based on MWFRS
F Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = 1.5 Min Req =1.5 (Support)
Bearings F & E Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 344 -643
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 609 -428
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 459 -646
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.026 B 999 240
VERT(CL):0.038 B 999 180
HORZ(LL):0.006 B - -
HORZ(TL):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.173
Max Web CSI:0.168
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:EJ1
Ply: 1
Qty:18
SEQN:309650 MONO
FROM:
Cust: R 6519 JRef:1XbQ65190008 T29
DrwNo:362.21.1432.54367
/CA 12/28/2021
7'11"8
4'8"8
4'8"8
7'11"8
3'3"
7'9"14
7'9"14
7'11"8
1"10
2'
3"14 5"81'10"42'3"122'9"8A
B
C
D
EF
3 12
2X4(A1T)
2X4
3X6
2X4
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 92" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 710 /-/-/228 /248 /152
F 508 /-/-/154 /174 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5 (Truss)
F Brg Wid = 1.5 Min Req =1.5 (Support)
Bearings I & F Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.146 H 630 240
VERT(CL):0.196 H 471 180
HORZ(LL):0.037 C - -
HORZ(TL):0.049 C - -
Creep Factor: 2.0
Max TC CSI:0.357
Max BC CSI:0.457
Max Web CSI:0.132
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:EJ2
Ply: 1
Qty:2
SEQN:309648 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T22
DrwNo:362.21.1432.58533
/CA 12/28/2021
7'11"8
4'
4'
6'
2'
7'11"8
1'11"8
4'
4'
6'
2'
7'9"14
1'9"14
7'11"8
1"10
2'
3"14 5"81'10"42'3"122'9"8A
B
E
FI
3 12
2X4(A1T)4X8
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud
Plating Notes
All plates are 2X4 except as noted.
Loading
Truss designed to support 1-4-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 75" oc, BC @ 92" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Member design based on both MWFRS and C&C.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A11515ENC160118, GBLLETIN0118, &
GABRST160118 for gable wind bracing and other
requirements.
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 710 /-/-/228 /248 /152
F 508 /-/-/154 /174 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5 (Truss)
F Brg Wid = 1.5 Min Req =1.5 (Support)
Bearings I & F Fcperp = 625psi.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.146 H 630 240
VERT(CL):0.196 H 471 180
HORZ(LL):0.037 C - -
HORZ(TL):0.049 C - -
Creep Factor: 2.0
Max TC CSI:0.357
Max BC CSI:0.457
Max Web CSI:0.132
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:EJ2
Ply: 1
Qty:2
SEQN:309648 GABL
FROM:
Cust: R 6519 JRef:1XbQ65190008 T22
DrwNo:362.21.1432.58533
/CA 12/28/2021
7'11"8
4'
4'
6'
2'
7'11"8
1'11"8
4'
4'
6'
2'
7'9"14
1'9"14
7'11"8
1"10
2'
3"14 5"81'10"42'3"122'9"8A
B
E
FI
3 12
2X4(A1T)4X8
12/28/2021
**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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud W 3 2x6 DF-L SS;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 0 plf at -2.82 to 86 plf at -0.05
TC: From 2 plf at -0.05 to 2 plf at 11.26
BC: From 2 plf at 0.00 to 2 plf at 11.06
TC: 115 lb Conc. Load at 2.81
TC: 276 lb Conc. Load at 5.64
TC: 432 lb Conc. Load at 8.47
BC: 64 lb Conc. Load at 2.81
BC: 112 lb Conc. Load at 5.64
BC: 183 lb Conc. Load at 8.47
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 46" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 624 /-/-/-/82 /-
E 734 /-/-/-/50 /-
Wind reactions based on MWFRS
G Brg Wid = 3.4 Min Req =1.5 (Truss)
E Brg Wid = 2.1 Min Req =1.5 (Support)
Bearings G & E Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 173 -2128
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 2080 -166
Chords Tens.Comp.
F - E 2054 -170
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 168 -2034
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.087 F 999 240
VERT(CL):0.131 F 999 180
HORZ(LL):0.013 E - -
HORZ(TL):0.019 E - -
Creep Factor: 2.0
Max TC CSI:0.978
Max BC CSI:0.389
Max Web CSI:0.848
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:HJ1
Ply: 1
Qty:1
SEQN:309646 HIP_
FROM:
Cust: R 6519 JRef:1XbQ65190008 T1
DrwNo:362.21.1433.12447
/CA 12/28/2021
W3
11'2"5
6'3"9
6'3"9
11'3"1
4'11"8
6'3"9
6'3"9
11'0"12
4'9"3
11'3"1
2"5
2'9"3
3"14 5"81'10"42'3"122'9"5A
B
C
D
EFG
2.12 12
2X4(A3T)
2X4(A3T)
2X4
4X6
5X6
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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
Franklin Building Supply
515 W. Main
Appleton ID 83338
(208)324-8228
8801 Folsom Blvd., Suite 107
Sacramento, CA 95826
Lumber
Top chord 2x4 DF-L #1&Bet.
Bot chord 2x6 DF-L SS
Webs 2x4 DF-L Stud W 3 2x6 DF-L SS;
Special Loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC: From 0 plf at -2.82 to 86 plf at -0.05
TC: From 2 plf at -0.05 to 2 plf at 11.26
BC: From 2 plf at 0.00 to 2 plf at 11.06
TC: 115 lb Conc. Load at 2.81
TC: 276 lb Conc. Load at 5.64
TC: 432 lb Conc. Load at 8.47
BC: 64 lb Conc. Load at 2.81
BC: 112 lb Conc. Load at 5.64
BC: 183 lb Conc. Load at 8.47
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Purlins
In lieu of structural panels or rigid ceiling use purlins to
brace TC @ 46" oc, BC @ 120" oc.
Purlin spacing for bracing only; uniform distribution of
loads is required.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top Chord overhang(s) may be field trimmed.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 624 /-/-/-/82 /-
E 734 /-/-/-/50 /-
Wind reactions based on MWFRS
G Brg Wid = 3.4 Min Req =1.5 (Truss)
E Brg Wid = 2.1 Min Req =1.5 (Support)
Bearings G & E Fcperp = 625psi.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 173 -2128
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 2080 -166
Chords Tens.Comp.
F - E 2054 -170
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 168 -2034
Loading Criteria (psf)
TCLL:35.00
TCDL:8.00
BCLL:0.00
BCDL:8.00
Des Ld:51.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.15
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.8 psf
BCDL: 4.8 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: 35.0 Ct: -CAT: -
Pf: 35.0 Ce: -
Lu: -Cs: -
Snow Duration: -
Building Code:
IBC 2021
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):0.087 F 999 240
VERT(CL):0.131 F 999 180
HORZ(LL):0.013 E - -
HORZ(TL):0.019 E - -
Creep Factor: 2.0
Max TC CSI:0.978
Max BC CSI:0.389
Max Web CSI:0.848
VIEW Ver: 21.02.00.1005.17
Job Number:219547J
-SAGE BUILDERS
Truss Label:HJ1
Ply: 1
Qty:1
SEQN:309646 HIP_
FROM:
Cust: R 6519 JRef:1XbQ65190008 T1
DrwNo:362.21.1433.12447
/CA 12/28/2021
W3
11'2"5
6'3"9
6'3"9
11'3"1
4'11"8
6'3"9
6'3"9
11'0"12
4'9"3
11'3"1
2"5
2'9"3
3"14 5"81'10"42'3"122'9"5A
B
C
D
EFG
2.12 12
2X4(A3T)
2X4(A3T)
2X4
4X6
5X6
3X6
12/28/2021
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/28/2021
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/28/2021
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/28/2021
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/28/2021
514 Earth City Expressway
Suite 242
Earth City, MO 63045 12/28/2021