HomeMy WebLinkAboutAPPROVED TRUSSCUTSAlpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: Central Florida Truss, Inc.Job Number: 21-0821
Job Description: /GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Address: 2962 BENT PINE DRIVE, Port St Lucie, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res.IntelliVIEW Version: 20.02.01A
JRef #: 1Xbb7610005
Wind Standard: ASCE 7-16 Wind Speed (mph): 170 Design Loading (psf): 55.00
Building Type: Closed
This package contains general notes pages, 65 truss drawing(s) and 3 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 347.21.0852.52539 T1 2 347.21.0852.51788 T2
3 347.21.0852.52866 T3 4 347.21.0852.52914 T4
5 347.21.0852.53038 T5 6 347.21.0852.53069 T6
7 347.21.0852.52913 T7 8 347.21.0852.51773 T8
9 347.21.0852.52413 T9 10 347.21.0852.51741 T10
11 347.21.0852.52381 T11 12 347.21.0852.51678 T12
13 347.21.0852.51413 T13 14 347.21.0852.51975 T14
15 347.21.0852.52554 T15 16 347.21.0852.51319 T16
17 347.21.0852.52631 T17 18 347.21.0852.51366 T18
19 347.21.0852.51648 T19 20 347.21.0852.52633 T20
21 347.21.0852.52663 T21 22 347.21.0852.52148 T22
23 347.21.0852.52194 T23 24 347.21.0852.52678 T24
25 347.21.0852.51866 T25 26 347.21.0852.52725 T26
27 347.21.0852.51381 T27 28 347.21.0852.52149 T28
29 347.21.0852.52086 T29 30 347.21.0852.52460 T30
31 347.21.0852.51647 T31 32 347.21.0852.51632 T32
33 347.21.0852.51382 T33 34 347.21.0852.52085 T34
35 347.21.0852.52664 T35 36 347.21.0852.52834 T36
37 347.21.0852.52131 T37 38 347.21.0852.52241 T38
39 347.21.0852.52288 T39 40 347.21.0847.05357 V1
41 347.21.0847.06413 V2 42 347.21.0847.07543 V3
43 347.21.0847.08567 V4 44 347.21.0847.09630 V5
45 347.21.0847.10600 V6 46 347.21.0847.11733 J1
47 347.21.0847.12727 J1T 48 347.21.0847.13800 J2
49 347.21.0847.14803 J3 50 347.21.0847.15743 J3G
51 347.21.0847.33943 K1 52 347.21.0847.51423 K1T
Florida Certificate of Product Approval #FL1999 Printed 12/13/2021 9:06:00 AM
12/13/2021
COA #0 278
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 2:
Customer: Central Florida Truss, Inc.Job Number: 21-0821
Job Description: /GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Address: 2962 BENT PINE DRIVE, Port St Lucie, FL
Item Drawing Number Truss Item Drawing Number Truss
53 347.21.0847.53497 K2 54 347.21.0848.01677 K3
55 347.21.0848.02987 C1 56 347.21.0848.04237 C2
57 347.21.0848.05880 C2T 58 347.21.0848.07333 C3
59 347.21.0848.08460 C3T 60 347.21.0848.09680 C4
61 347.21.0848.10837 C5 62 347.21.0848.11973 C5T
63 347.21.0848.13013 C6 64 347.21.0848.14127 C6A
65 347.21.0848.15177 C6T 66 BRCLBSUB0119
67 VAL180160118 68 VALTN160118
Florida Certificate of Product Approval #FL1999 Printed 12/13/2021 9:06:00 AM
12/13/2021
COA #0 278
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those 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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP #2; B3 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #2; W3,W13 2x6 SP #2;
W12 2x4 SP 2250f-1.9E;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at 0.00 to 92 plf at 18.45
BC: From 20 plf at 0.00 to 20 plf at 3.67
BC: From 10 plf at 3.67 to 10 plf at 17.99
BC: 1807 lb Conc. Load at 3.67, 5.67, 7.67, 9.67
BC: 1919 lb Conc. Load at 11.67,13.67,15.67,17.67
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
It is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 7860 /-/-/-/3126 /-
H 8972 /-/-/-/3571 /-
Wind reactions based on MWFRS
M Brg Width = 3.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.7
Bearings M & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1324 -3318
C - D 1472 -3699
D - E 1593 -3991
Chords Tens.Comp.
E - F 2564 -6431
F - G 2835 -7133
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 3024 -1202
K - J 5724 -2280
Chords Tens.Comp.
J - I 7434 -2960
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 1412 -3494
B - L 3447 -1368
C - L 206 -462
C - K 1743 -696
K - D 1402 -542
K - E 1121 -2809
Webs Tens.Comp.
E - J 2646 -1031
J - F 682 -1712
F - I 744 -1804
I - G 7792 -3096
G - H 1408 -3513
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.159 J 999 360
VERT(CL):0.290 J 696 240
HORZ(LL):0.052 C - -
HORZ(TL):0.095 C - -
Creep Factor: 2.0
Max TC CSI:0.884
Max BC CSI:0.884
Max Web CSI:0.778
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T1
Ply: 2
Qty:1
SEQN:196838 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T51 /
DrwNo:347.21.0852.52539
SSB /FV 12/13/2021
2 Complete Trusses Required
T4
B3
W3
W12
W13
1'5"12 16'10"10 1"
1'10"4
1'10"4
5'8"14
3'10"10
7'9"10
2'0"12
11'0"11
3'3"1
14'7"4
3'6"9
17'9"8
3'2"4
18'5"6
7"14
5'8"6
5'8"6
7'7"14
1'11"8
11'4"3
3'8"5
15'1"6
3'9"3
17'11"14
2'10"8
18'4"6
4"82'6"82'1"34'11"310'1"
A
B
C D
E
F G
HIJKLMN
5
12
3X3
1.5X4 7X10
7X6
4X10
5X8 8X10
5X5
5X8
7X6
H0610
SS0612
H0615
4X5
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T4 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP #2; B3 2x6 SP 2400f-2.0E;
Webs: 2x4 SP #2; W3,W13 2x6 SP #2;
W12 2x4 SP 2250f-1.9E;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at 0.00 to 92 plf at 18.45
BC: From 20 plf at 0.00 to 20 plf at 3.67
BC: From 10 plf at 3.67 to 10 plf at 17.99
BC: 1807 lb Conc. Load at 3.67, 5.67, 7.67, 9.67
BC: 1919 lb Conc. Load at 11.67,13.67,15.67,17.67
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
It is the responsibility of the Building Designer and
Truss Fabricator to review this drawing prior to
cutting lumber to verify that all data,including
dimensions and loads, conform to the architectural
plans/specifications and fabricators truss layout.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 7860 /-/-/-/3126 /-
H 8972 /-/-/-/3571 /-
Wind reactions based on MWFRS
M Brg Width = 3.5 Min Req =1.5
H Brg Width = 3.5 Min Req =1.7
Bearings M & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1324 -3318
C - D 1472 -3699
D - E 1593 -3991
Chords Tens.Comp.
E - F 2564 -6431
F - G 2835 -7133
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 3024 -1202
K - J 5724 -2280
Chords Tens.Comp.
J - I 7434 -2960
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 1412 -3494
B - L 3447 -1368
C - L 206 -462
C - K 1743 -696
K - D 1402 -542
K - E 1121 -2809
Webs Tens.Comp.
E - J 2646 -1031
J - F 682 -1712
F - I 744 -1804
I - G 7792 -3096
G - H 1408 -3513
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.159 J 999 360
VERT(CL):0.290 J 696 240
HORZ(LL):0.052 C - -
HORZ(TL):0.095 C - -
Creep Factor: 2.0
Max TC CSI:0.884
Max BC CSI:0.884
Max Web CSI:0.778
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T1
Ply: 2
Qty:1
SEQN:196838 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T51 /
DrwNo:347.21.0852.52539
SSB /FV 12/13/2021
2 Complete Trusses Required
T4
B3
W3
W12
W13
1'5"12 16'10"10 1"
1'10"4
1'10"4
5'8"14
3'10"10
7'9"10
2'0"12
11'0"11
3'3"1
14'7"4
3'6"9
17'9"8
3'2"4
18'5"6
7"14
5'8"6
5'8"6
7'7"14
1'11"8
11'4"3
3'8"5
15'1"6
3'9"3
17'11"14
2'10"8
18'4"6
4"82'6"82'1"34'11"310'1"
A
B
C D
E
F G
HIJKLMN
5
12
3X3
1.5X4 7X10
7X6
4X10
5X8 8X10
5X5
5X8
7X6
H0610
SS0612
H0615
4X5
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1357 /-/-/768 /526 /207
G 940 /-/-/534 /350 /-
Wind reactions based on MWFRS
J Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings J & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 288 -640
D - E 454 -965
Chords Tens.Comp.
E - F 440 -1131
F - G 668 -1665
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 551 -93
Chords Tens.Comp.
H - G 1461 -547
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 406 -984
C - I 861 -306
D - I 232 -579
Webs Tens.Comp.
D - H 612 -214
H - F 359 -548
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 F 999 360
VERT(CL):0.082 F 999 240
HORZ(LL):0.014 D - -
HORZ(TL):0.028 D - -
Creep Factor: 2.0
Max TC CSI:0.472
Max BC CSI:0.766
Max Web CSI:0.268
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T2
Ply: 1
Qty:1
SEQN:196861 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T49 /
DrwNo:347.21.0852.51788
SSB /FV 12/13/2021
1'5"12 16'10"10
1'9"4
1'9"4
4'6"14
2'9"10
8'11"10
4'4"12
13'6"15
4'7"5
18'4"14
4'9"15
1'4"4
1'4"4
4'5"6
3'1"2
8'8"6
4'3"
18'3"6
9'7"2'2"22'7"26"34'5"610'1"
A
B
C
D E
F
G
HIJK
5
12
3X4
1.5X4 3X4
3X4
4X7
3X4 5X8
4X5
1.5X4
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1357 /-/-/768 /526 /207
G 940 /-/-/534 /350 /-
Wind reactions based on MWFRS
J Brg Width = 3.5 Min Req =1.5
G Brg Width = 3.5 Min Req =1.5
Bearings J & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 288 -640
D - E 454 -965
Chords Tens.Comp.
E - F 440 -1131
F - G 668 -1665
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 551 -93
Chords Tens.Comp.
H - G 1461 -547
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 406 -984
C - I 861 -306
D - I 232 -579
Webs Tens.Comp.
D - H 612 -214
H - F 359 -548
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 F 999 360
VERT(CL):0.082 F 999 240
HORZ(LL):0.014 D - -
HORZ(TL):0.028 D - -
Creep Factor: 2.0
Max TC CSI:0.472
Max BC CSI:0.766
Max Web CSI:0.268
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T2
Ply: 1
Qty:1
SEQN:196861 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T49 /
DrwNo:347.21.0852.51788
SSB /FV 12/13/2021
1'5"12 16'10"10
1'9"4
1'9"4
4'6"14
2'9"10
8'11"10
4'4"12
13'6"15
4'7"5
18'4"14
4'9"15
1'4"4
1'4"4
4'5"6
3'1"2
8'8"6
4'3"
18'3"6
9'7"2'2"22'7"26"34'5"610'1"
A
B
C
D E
F
G
HIJK
5
12
3X4
1.5X4 3X4
3X4
4X7
3X4 5X8
4X5
1.5X4
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1357 /-/-/759 /523 /201
G 940 /-/-/525 /350 /-
Wind reactions based on MWFRS
K Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 3.5 Min Req =1.5
Bearings K & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 263 -594
D - E 275 -587
Chords Tens.Comp.
E - F 409 -931
F - G 546 -1514
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 905 -215
I - H 1288 -399
Chords Tens.Comp.
H - G 1281 -400
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 396 -988
C - J 842 -291
Webs Tens.Comp.
J - E 376 -875
I - F 215 -478
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 H 999 360
VERT(CL):0.057 H 999 240
HORZ(LL):0.014 G - -
HORZ(TL):0.028 G - -
Creep Factor: 2.0
Max TC CSI:0.966
Max BC CSI:0.560
Max Web CSI:0.267
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T3
Ply: 1
Qty:1
SEQN:26597 SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T52
DrwNo:347.21.0852.52866
SSB /WHK 12/13/2021
1'5"12 16'10"10
1'9"4
1'9"4
4'3"4
2'6"
5'11"10
1'8"6
10'11"10
5'
18'4"14
7'5"4
1'4"4
1'4"4
4'1"12
2'9"8
6'1"10
1'11"14
10'8"6
4'6"12
18'3"6
7'7"2'2"22'7"26"3 3'7"64'3"1410'1"
A
B
C
D
E F
G
HIJKL
5
12
3X4
1.5X4 3X4
3X4
4X4
3X8
5X5
3X4 5X5
6X8
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 1357 /-/-/759 /523 /201
G 940 /-/-/525 /350 /-
Wind reactions based on MWFRS
K Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 3.5 Min Req =1.5
Bearings K & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 263 -594
D - E 275 -587
Chords Tens.Comp.
E - F 409 -931
F - G 546 -1514
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 905 -215
I - H 1288 -399
Chords Tens.Comp.
H - G 1281 -400
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 396 -988
C - J 842 -291
Webs Tens.Comp.
J - E 376 -875
I - F 215 -478
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 H 999 360
VERT(CL):0.057 H 999 240
HORZ(LL):0.014 G - -
HORZ(TL):0.028 G - -
Creep Factor: 2.0
Max TC CSI:0.966
Max BC CSI:0.560
Max Web CSI:0.267
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T3
Ply: 1
Qty:1
SEQN:26597 SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T52
DrwNo:347.21.0852.52866
SSB /WHK 12/13/2021
1'5"12 16'10"10
1'9"4
1'9"4
4'3"4
2'6"
5'11"10
1'8"6
10'11"10
5'
18'4"14
7'5"4
1'4"4
1'4"4
4'1"12
2'9"8
6'1"10
1'11"14
10'8"6
4'6"12
18'3"6
7'7"2'2"22'7"26"3 3'7"64'3"1410'1"
A
B
C
D
E F
G
HIJKL
5
12
3X4
1.5X4 3X4
3X4
4X4
3X8
5X5
3X4 5X5
6X8
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3,T4 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.30 to 93 plf at 7.84
TC: From 46 plf at 7.84 to 46 plf at 12.84
TC: From 93 plf at 12.84 to 93 plf at 18.28
BC: From 4 plf at -2.30 to 4 plf at -0.13
BC: From 20 plf at 0.00 to 20 plf at 8.54
BC: From 10 plf at 8.54 to 10 plf at 12.81
BC: From 20 plf at 12.81 to 20 plf at 18.28
TC: 215 lb Conc. Load at 8.54
TC: 200 lb Conc. Load at 8.78,10.78
TC: 548 lb Conc. Load at 12.81
BC: 271 lb Conc. Load at 8.54
BC: 101 lb Conc. Load at 8.78,10.78
BC: 181 lb Conc. Load at 12.81
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 2038 /-/-/-/826 /-
G 1803 /-/-/-/693 /-
Wind reactions based on MWFRS
K Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 4.0 Min Req =1.5
Bearings K & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 385 -1102
D - E 409 -1142
Chords Tens.Comp.
E - F 1268 -3416
F - G 1408 -3620
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 3367 -1265
I - H 3247 -1240
Chords Tens.Comp.
H - G 3233 -1248
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 671 -1646
C - J 1472 -584
D - J 559 -147
Webs Tens.Comp.
J - E 1121 -2877
E - I 470 -30
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.106 H 999 360
VERT(CL):0.199 H 999 240
HORZ(LL):0.049 D - -
HORZ(TL):0.093 D - -
Creep Factor: 2.0
Max TC CSI:0.685
Max BC CSI:0.777
Max Web CSI:0.493
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T4
Ply: 1
Qty:1
SEQN:26594 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T36
DrwNo:347.21.0852.52914
SSB /WHK 12/13/2021
T3
T4
1'5"12 16'11"2
1'9"4
1'9"4
4'3"4
2'6"
7'11"10
3'8"6
12'11"10
5'
18'4"14
5'5"4
1'4"4
1'4"4
4'1"12
2'9"8
8'1"10
3'11"14
12'8"6
4'6"12
18'3"6
5'7"2'2"22'7"26"3 2'9"64'3"14(a)
10'1"
A
B
C
D
E F
G
HIJKL
5
12
3X4
1.5X4 3X4
4X5
4X4
4X12
6X6
5X6 1.5X4
5X8
4X7(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3,T4 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.30 to 93 plf at 7.84
TC: From 46 plf at 7.84 to 46 plf at 12.84
TC: From 93 plf at 12.84 to 93 plf at 18.28
BC: From 4 plf at -2.30 to 4 plf at -0.13
BC: From 20 plf at 0.00 to 20 plf at 8.54
BC: From 10 plf at 8.54 to 10 plf at 12.81
BC: From 20 plf at 12.81 to 20 plf at 18.28
TC: 215 lb Conc. Load at 8.54
TC: 200 lb Conc. Load at 8.78,10.78
TC: 548 lb Conc. Load at 12.81
BC: 271 lb Conc. Load at 8.54
BC: 101 lb Conc. Load at 8.78,10.78
BC: 181 lb Conc. Load at 12.81
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 2038 /-/-/-/826 /-
G 1803 /-/-/-/693 /-
Wind reactions based on MWFRS
K Brg Wid = 3.5 Min Req =1.5
G Brg Wid = 4.0 Min Req =1.5
Bearings K & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 385 -1102
D - E 409 -1142
Chords Tens.Comp.
E - F 1268 -3416
F - G 1408 -3620
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 3367 -1265
I - H 3247 -1240
Chords Tens.Comp.
H - G 3233 -1248
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 671 -1646
C - J 1472 -584
D - J 559 -147
Webs Tens.Comp.
J - E 1121 -2877
E - I 470 -30
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.106 H 999 360
VERT(CL):0.199 H 999 240
HORZ(LL):0.049 D - -
HORZ(TL):0.093 D - -
Creep Factor: 2.0
Max TC CSI:0.685
Max BC CSI:0.777
Max Web CSI:0.493
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T4
Ply: 1
Qty:1
SEQN:26594 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T36
DrwNo:347.21.0852.52914
SSB /WHK 12/13/2021
T3
T4
1'5"12 16'11"2
1'9"4
1'9"4
4'3"4
2'6"
7'11"10
3'8"6
12'11"10
5'
18'4"14
5'5"4
1'4"4
1'4"4
4'1"12
2'9"8
8'1"10
3'11"14
12'8"6
4'6"12
18'3"6
5'7"2'2"22'7"26"3 2'9"64'3"14(a)
10'1"
A
B
C
D
E F
G
HIJKL
5
12
3X4
1.5X4 3X4
4X5
4X4
4X12
6X6
5X6 1.5X4
5X8
4X7(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 860 /-/-/557 /315 /112
F 360 /-/-/184 /125 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5
F Brg Wid = 1.5
Bearing I is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 244 -383
I - C 179 -498
Webs Tens.Comp.
C - H 431 -121
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 D 999 360
VERT(CL):0.006 D 999 240
HORZ(LL):-0.001 B - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.472
Max BC CSI:0.150
Max Web CSI:0.097
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T5
Ply: 1
Qty:1
SEQN:26589 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T48 /
DrwNo:347.21.0852.53038
SSB /DF 12/13/2021
1'5"12
1'9"4
1'9"4
4'3"4
2'6"
8'3"
3'11"12
8'7"4
4"4
1'4"4
1'4"4
4'1"12
2'9"8
8'3"4
4'1"8
8'5"12
2"8
2'2"22'7"23"84'3"1410'1"
A
B
C
D
E
F GHIJ
5
12
3X4
1.5X4 3X4
3X4
4X4
3X8
4X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 860 /-/-/557 /315 /112
F 360 /-/-/184 /125 /-
Wind reactions based on MWFRS
I Brg Wid = 3.5 Min Req =1.5
F Brg Wid = 1.5
Bearing I is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 244 -383
I - C 179 -498
Webs Tens.Comp.
C - H 431 -121
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 D 999 360
VERT(CL):0.006 D 999 240
HORZ(LL):-0.001 B - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.472
Max BC CSI:0.150
Max Web CSI:0.097
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T5
Ply: 1
Qty:1
SEQN:26589 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T48 /
DrwNo:347.21.0852.53038
SSB /DF 12/13/2021
1'5"12
1'9"4
1'9"4
4'3"4
2'6"
8'3"
3'11"12
8'7"4
4"4
1'4"4
1'4"4
4'1"12
2'9"8
8'3"4
4'1"8
8'5"12
2"8
2'2"22'7"23"84'3"1410'1"
A
B
C
D
E
F GHIJ
5
12
3X4
1.5X4 3X4
3X4
4X4
3X8
4X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 563 /-/-/406 /204 /141
H 887 /-/-/644 /329 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
H Brg Wid = 7.6 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - F 823 -427
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 448 -690
Chords Tens.Comp.
H - F 465 -743
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - E 718 -299
Webs Tens.Comp.
E - H 333 -784
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 F 999 360
VERT(CL):0.020 F 999 240
HORZ(LL):-0.004 F - -
HORZ(TL):0.005 F - -
Creep Factor: 2.0
Max TC CSI:0.501
Max BC CSI:0.168
Max Web CSI:0.162
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T6
Ply: 1
Qty:1
SEQN:26606 /COMN
FROM:
Cust: R 761 JRef:1Xbb7610005 T45
DrwNo:347.21.0852.53069
SSB /WHK 12/13/2021
6'11"10 1'8"6
2'1"15
2'1"15
4'4"
2'2"1
6'6"1
2'2"1
8'8"
2'1"15
2'0"3
2'0"3
4'4"
2'3"13
6'7"13
2'3"13
8'8"
2'0"32'1"6 2'1"6
6"32'3"142'11"812'1"
A
B
C
D
E
F
G
H
IJ
5
12
3X4(B1)1.5X4
3X4
4X4
3X8
3X4
1.5X4
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 563 /-/-/406 /204 /141
H 887 /-/-/644 /329 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
H Brg Wid = 7.6 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - F 823 -427
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 448 -690
Chords Tens.Comp.
H - F 465 -743
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
I - E 718 -299
Webs Tens.Comp.
E - H 333 -784
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 F 999 360
VERT(CL):0.020 F 999 240
HORZ(LL):-0.004 F - -
HORZ(TL):0.005 F - -
Creep Factor: 2.0
Max TC CSI:0.501
Max BC CSI:0.168
Max Web CSI:0.162
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T6
Ply: 1
Qty:1
SEQN:26606 /COMN
FROM:
Cust: R 761 JRef:1Xbb7610005 T45
DrwNo:347.21.0852.53069
SSB /WHK 12/13/2021
6'11"10 1'8"6
2'1"15
2'1"15
4'4"
2'2"1
6'6"1
2'2"1
8'8"
2'1"15
2'0"3
2'0"3
4'4"
2'3"13
6'7"13
2'3"13
8'8"
2'0"32'1"6 2'1"6
6"32'3"142'11"812'1"
A
B
C
D
E
F
G
H
IJ
5
12
3X4(B1)1.5X4
3X4
4X4
3X8
3X4
1.5X4
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
#1 hip supports 3-5-4 jacks with no webs.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 801 /-/-/-/341 /-
I 801 /-/-/-/341 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
I Brg Wid = 7.6 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 292 -778
C - D 226 -656
Chords Tens.Comp.
D - E 291 -779
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 636 -225
H - G 645 -224
Chords Tens.Comp.
G - E 636 -224
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.023 G 999 360
VERT(CL):0.042 G 999 240
HORZ(LL):0.010 E - -
HORZ(TL):0.019 E - -
Creep Factor: 2.0
Max TC CSI:0.657
Max BC CSI:0.480
Max Web CSI:0.025
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T7
Ply: 1
Qty:1
SEQN:26585 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T32 /
DrwNo:347.21.0852.52913
SSB /DF 12/13/2021
8'8"
3'5"4
3'5"4
5'2"12
1'9"8
8'8"
3'5"4
3'8"12
3'8"12
5'1"
1'4"4
8'8"
3'7"2'1"6 2'1"6
6"31'11"62'7"12'1"
A
B
C D
E
FGHI
5
12
3X4(B1)
4X4
3X4 1.5X4
4X7
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
#1 hip supports 3-5-4 jacks with no webs.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 801 /-/-/-/341 /-
I 801 /-/-/-/341 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
I Brg Wid = 7.6 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 292 -778
C - D 226 -656
Chords Tens.Comp.
D - E 291 -779
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 636 -225
H - G 645 -224
Chords Tens.Comp.
G - E 636 -224
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.023 G 999 360
VERT(CL):0.042 G 999 240
HORZ(LL):0.010 E - -
HORZ(TL):0.019 E - -
Creep Factor: 2.0
Max TC CSI:0.657
Max BC CSI:0.480
Max Web CSI:0.025
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T7
Ply: 1
Qty:1
SEQN:26585 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T32 /
DrwNo:347.21.0852.52913
SSB /DF 12/13/2021
8'8"
3'5"4
3'5"4
5'2"12
1'9"8
8'8"
3'5"4
3'8"12
3'8"12
5'1"
1'4"4
8'8"
3'7"2'1"6 2'1"6
6"31'11"62'7"12'1"
A
B
C D
E
FGHI
5
12
3X4(B1)
4X4
3X4 1.5X4
4X7
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W5,W13 2x6 SP #2; W6,
W12 2x4 SP 2250f-1.9E;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 9.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 92 plf at -2.11 to 92 plf at 6.77
TC: From 46 plf at 6.77 to 46 plf at 43.90
TC: From 93 plf at 43.90 to 93 plf at 52.78
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.80
BC: From 10 plf at 6.80 to 10 plf at 43.86
BC: From 20 plf at 43.86 to 20 plf at 50.67
BC: From 4 plf at 50.67 to 4 plf at 52.78
TC: 650 lb Conc. Load at 6.80,43.86
TC: 264 lb Conc. Load at 7.83, 9.83,11.83,13.83
15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83
31.83,33.83,35.83,37.83,39.83,41.83
BC: 499 lb Conc. Load at 6.80,43.86
BC: 127 lb Conc. Load at 7.83, 9.83,11.83,13.83
15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83
31.83,33.83,35.83,37.83,39.83,41.83
Plating Notes
All plates are 7X8 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 3954 /-/-/-/1642 /-
P 9272 /-/-/-/3884 /-
W 317 /-382 /-/-/39 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
P Brg Width = 3.5 Min Req =1.8
W Brg Width = 7.6 Min Req =1.5
Bearings B, P, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1649 -3993
C - D 1910 -4620
D - E 2094 -5021
E - F 1685 -4073
F - G 934 -2263
Chords Tens.Comp.
G - H 934 -2263
H - I 678 -295
I - J 4709 -1974
J - K 2190 -891
K - L 748 -279
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 3599 -1480
V - U 3610 -1478
U - T 4687 -1947
T - S 5010 -2095
S - R 4010 -1667
Chords Tens.Comp.
R - Q 200 -474
Q - P 1872 -4482
P - O 939 -2323
O - N 224 -646
N - L 225 -663
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 1250 -536
U - D 377 -673
D - T 414 -182
E - S 488 -1118
S - F 666 -181
F - R 868 -2072
G - R 274 -428
Webs Tens.Comp.
R - H 3198 -1341
H - Q 995 -2140
Q - I 4534 -1880
I - P 1313 -2939
P - J 1269 -3059
J - O 1419 -499
O - K 826 -2007
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.367 E 999 360
VERT(CL):0.677 E 625 240
HORZ(LL):0.078 C - -
HORZ(TL):0.144 C - -
Creep Factor: 2.0
Max TC CSI:0.904
Max BC CSI:0.939
Max Web CSI:0.774
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T8
Ply: 2
Qty:1
SEQN:196705 /HIPS
FROM:
Page 1 of 2
Cust: R 761 JRef:1Xbb7610005 T9
DrwNo:347.21.0852.51773
SSB /WHK 12/13/2021
2 Complete Trusses Required
T3
W5 W6 W12
W13
35'4"4 15'3"12
6'9"4
6'9"4
11'2"10
4'5"6
15'6"8
4'3"14
20'6"2
4'11"10
25'4"
4'9"14
30'1"14
4'9"14
35'1"8
4'11"10
39'5"6
4'3"14
43'10"12
4'5"6
50'8"
6'9"4
6'11"
6'11"
10'11"2
4'0"2
20'2"2
9'3"
25'4"
5'1"14
30'5"14
5'1"14
39'8"14
9'3"
43'9"
4'0"2
50'8"
6'11"2'1"6 2'1"6
6"33'4"13'11"118'1"A
B
C D E F G H I J K
L
M
NOPQRSTUV W
5 12
4X7(B2)1.5X4 4X5
4X7
H0615 6X8
6X8 1.5X4
7X10
6X8
6X8 H0615
4X7
4X5 1.5X4 4X7(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W5,W13 2x6 SP #2; W6,
W12 2x4 SP 2250f-1.9E;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 9.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 92 plf at -2.11 to 92 plf at 6.77
TC: From 46 plf at 6.77 to 46 plf at 43.90
TC: From 93 plf at 43.90 to 93 plf at 52.78
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.80
BC: From 10 plf at 6.80 to 10 plf at 43.86
BC: From 20 plf at 43.86 to 20 plf at 50.67
BC: From 4 plf at 50.67 to 4 plf at 52.78
TC: 650 lb Conc. Load at 6.80,43.86
TC: 264 lb Conc. Load at 7.83, 9.83,11.83,13.83
15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83
31.83,33.83,35.83,37.83,39.83,41.83
BC: 499 lb Conc. Load at 6.80,43.86
BC: 127 lb Conc. Load at 7.83, 9.83,11.83,13.83
15.83,17.83,19.83,21.83,23.83,25.83,27.83,29.83
31.83,33.83,35.83,37.83,39.83,41.83
Plating Notes
All plates are 7X8 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 3954 /-/-/-/1642 /-
P 9272 /-/-/-/3884 /-
W 317 /-382 /-/-/39 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
P Brg Width = 3.5 Min Req =1.8
W Brg Width = 7.6 Min Req =1.5
Bearings B, P, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1649 -3993
C - D 1910 -4620
D - E 2094 -5021
E - F 1685 -4073
F - G 934 -2263
Chords Tens.Comp.
G - H 934 -2263
H - I 678 -295
I - J 4709 -1974
J - K 2190 -891
K - L 748 -279
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 3599 -1480
V - U 3610 -1478
U - T 4687 -1947
T - S 5010 -2095
S - R 4010 -1667
Chords Tens.Comp.
R - Q 200 -474
Q - P 1872 -4482
P - O 939 -2323
O - N 224 -646
N - L 225 -663
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 1250 -536
U - D 377 -673
D - T 414 -182
E - S 488 -1118
S - F 666 -181
F - R 868 -2072
G - R 274 -428
Webs Tens.Comp.
R - H 3198 -1341
H - Q 995 -2140
Q - I 4534 -1880
I - P 1313 -2939
P - J 1269 -3059
J - O 1419 -499
O - K 826 -2007
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.367 E 999 360
VERT(CL):0.677 E 625 240
HORZ(LL):0.078 C - -
HORZ(TL):0.144 C - -
Creep Factor: 2.0
Max TC CSI:0.904
Max BC CSI:0.939
Max Web CSI:0.774
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T8
Ply: 2
Qty:1
SEQN:196705 /HIPS
FROM:
Page 1 of 2
Cust: R 761 JRef:1Xbb7610005 T9
DrwNo:347.21.0852.51773
SSB /WHK 12/13/2021
2 Complete Trusses Required
T3
W5 W6 W12
W13
35'4"4 15'3"12
6'9"4
6'9"4
11'2"10
4'5"6
15'6"8
4'3"14
20'6"2
4'11"10
25'4"
4'9"14
30'1"14
4'9"14
35'1"8
4'11"10
39'5"6
4'3"14
43'10"12
4'5"6
50'8"
6'9"4
6'11"
6'11"
10'11"2
4'0"2
20'2"2
9'3"
25'4"
5'1"14
30'5"14
5'1"14
39'8"14
9'3"
43'9"
4'0"2
50'8"
6'11"2'1"6 2'1"6
6"33'4"13'11"118'1"A
B
C D E F G H I J K
L
M
NOPQRSTUV W
5 12
4X7(B2)1.5X4 4X5
4X7
H0615 6X8
6X8 1.5X4
7X10
6X8
6X8 H0615
4X7
4X5 1.5X4 4X7(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Additional Notes
Negative reaction(s) of -382# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T8
Ply: 2
Qty:1
SEQN:196705 /HIPS
FROM:
Page 2 of 2
Cust: R 761 JRef:1Xbb7610005 T9
DrwNo:347.21.0852.51773
SSB /WHK 12/13/2021
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Additional Notes
Negative reaction(s) of -382# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T8
Ply: 2
Qty:1
SEQN:196705 /HIPS
FROM:
Page 2 of 2
Cust: R 761 JRef:1Xbb7610005 T9
DrwNo:347.21.0852.51773
SSB /WHK 12/13/2021
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B1,B7 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1917 /-/-/1142 /746 /241
O 3840 /-/-/1754 /1530 /-
U 704 /-172 /-/448 /206 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
O Brg Width = 3.5 Min Req =1.5
U Brg Width = 7.6 Min Req =1.5
Bearings B, O, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1308 -3301
C - D 1186 -3016
D - E 1441 -3465
E - F 1214 -2954
F - G 767 -1853
Chords Tens.Comp.
G - H 767 -1853
I - J 2808 -1017
J - K 1166 -310
K - L 927 -564
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 2920 -1076
T - S 2742 -893
S - R 3473 -1184
R - Q 2922 -943
Chords Tens.Comp.
P - O 1235 -2706
O - N 498 -1063
N - L 445 -812
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - S 835 -404
E - R 299 -703
R - F 452 -110
F - Q 561 -1402
Q - H 2315 -921
G - Q 265 -468
Webs Tens.Comp.
H - P 797 -1858
P - I 3207 -1241
I - O 1165 -2688
O - J 900 -2345
J - N 471 -100
N - K 371 -573
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.245 E 999 360
VERT(CL):0.468 E 904 240
HORZ(LL):0.065 Q - -
HORZ(TL):0.124 P - -
Creep Factor: 2.0
Max TC CSI:0.871
Max BC CSI:0.809
Max Web CSI:0.950
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T9
Ply: 1
Qty:1
SEQN:196806 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T2
DrwNo:347.21.0852.52413
SSB /WHK 12/13/2021
B1 B7
35'4"4 15'3"12
4'5"15
4'5"15
8'9"4
4'3"5
15'6"
6'8"12
20'5"10
4'11"10
25'4"
4'10"6
30'2"6
4'10"6
35'2"
4'11"10
41'10"12
6'8"12
46'2"1
4'3"5
50'8"
4'5"15
8'9"4
8'9"4
20'2"2
11'4"14
25'4"
5'1"14
30'5"14
5'1"14
41'10"12
11'4"14
50'8"
8'9"42'1"6 2'1"6
6"34'2"14'9"11(a)
8'1"A
B
C
D E F G H I J
K
L
M
NOPQRST U
5
12
4X6(B2)
1.5X4
5X8
5X6 H0514
5X8
6X8
4X7 5X8
4X12
4X7
6X8
5X8
H0514
5X8
5X6
1.5X4
4X6(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B1,B7 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1917 /-/-/1142 /746 /241
O 3840 /-/-/1754 /1530 /-
U 704 /-172 /-/448 /206 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
O Brg Width = 3.5 Min Req =1.5
U Brg Width = 7.6 Min Req =1.5
Bearings B, O, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1308 -3301
C - D 1186 -3016
D - E 1441 -3465
E - F 1214 -2954
F - G 767 -1853
Chords Tens.Comp.
G - H 767 -1853
I - J 2808 -1017
J - K 1166 -310
K - L 927 -564
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 2920 -1076
T - S 2742 -893
S - R 3473 -1184
R - Q 2922 -943
Chords Tens.Comp.
P - O 1235 -2706
O - N 498 -1063
N - L 445 -812
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - S 835 -404
E - R 299 -703
R - F 452 -110
F - Q 561 -1402
Q - H 2315 -921
G - Q 265 -468
Webs Tens.Comp.
H - P 797 -1858
P - I 3207 -1241
I - O 1165 -2688
O - J 900 -2345
J - N 471 -100
N - K 371 -573
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.245 E 999 360
VERT(CL):0.468 E 904 240
HORZ(LL):0.065 Q - -
HORZ(TL):0.124 P - -
Creep Factor: 2.0
Max TC CSI:0.871
Max BC CSI:0.809
Max Web CSI:0.950
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T9
Ply: 1
Qty:1
SEQN:196806 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T2
DrwNo:347.21.0852.52413
SSB /WHK 12/13/2021
B1 B7
35'4"4 15'3"12
4'5"15
4'5"15
8'9"4
4'3"5
15'6"
6'8"12
20'5"10
4'11"10
25'4"
4'10"6
30'2"6
4'10"6
35'2"
4'11"10
41'10"12
6'8"12
46'2"1
4'3"5
50'8"
4'5"15
8'9"4
8'9"4
20'2"2
11'4"14
25'4"
5'1"14
30'5"14
5'1"14
41'10"12
11'4"14
50'8"
8'9"42'1"6 2'1"6
6"34'2"14'9"11(a)
8'1"A
B
C
D E F G H I J
K
L
M
NOPQRST U
5
12
4X6(B2)
1.5X4
5X8
5X6 H0514
5X8
6X8
4X7 5X8
4X12
4X7
6X8
5X8
H0514
5X8
5X6
1.5X4
4X6(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E; B2,B3 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 5X8 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Negative reaction(s) of -201# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1904 /-/-/1159 /747 /279
P 3894 /-/-/1799 /1523 /-
W 667 /-201 /-/441 /237 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
P Brg Width = 3.5 Min Req =1.5
W Brg Width = 7.6 Min Req =1.5
Bearings B, P, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1254 -3254
C - D 1136 -2776
D - E 1214 -2768
E - F 1054 -2385
F - G 686 -1460
Chords Tens.Comp.
G - H 686 -1460
I - J 2455 -791
J - K 1415 -381
K - L 973 -465
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 2883 -1025
V - U 2883 -1028
U - T 2485 -793
T - S 2772 -904
S - R 2360 -735
Chords Tens.Comp.
Q - P 1070 -2375
P - O 606 -1288
O - N 337 -860
N - L 341 -855
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 263 -453
D - T 403 -251
E - S 230 -579
S - F 440 -91
F - R 505 -1291
G - R 257 -454
R - H 2085 -816
Webs Tens.Comp.
H - Q 818 -1886
Q - I 2921 -1137
I - P 1100 -2595
P - J 707 -1872
J - O 511 -163
O - K 433 -859
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.190 E 999 360
VERT(CL):0.363 E 999 240
HORZ(LL):0.053 R - -
HORZ(TL):0.101 R - -
Creep Factor: 2.0
Max TC CSI:0.578
Max BC CSI:0.665
Max Web CSI:0.905
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T10
Ply: 1
Qty:1
SEQN:196812 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T3 /
DrwNo:347.21.0852.51741
SSB /FV 12/13/2021
T3
B2
B3
35'4"4 15'3"12
5'7"11
5'7"11
10'9"4
5'1"9
15'6"
4'8"12
20'5"10
4'11"10
25'4"
4'10"6
30'2"6
4'10"6
35'2"
4'11"10
39'10"12
4'8"12
45'0"5
5'1"9
50'8"
5'7"11
5'5"15
5'5"15
10'9"4
5'3"5
20'1"10
9'4"6
25'4"
5'2"6
30'6"6
5'2"6
39'10"12
9'4"6
45'2"1
5'3"5
50'8"
5'5"152'1"6
2'1"6
6"35'0"15'7"11(a)(a)(a)
8'1"A
B
C
D E F G H I J
K
L
M
NOPQRSTUV W
5
12
4X6(B2)1.5X4
3X4
3X4 6X8
6X8 1.5X4
6X10
6X8
6X8 3X4
3X4
1.5X4 4X6(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T3 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E; B2,B3 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 5X8 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Negative reaction(s) of -201# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1904 /-/-/1159 /747 /279
P 3894 /-/-/1799 /1523 /-
W 667 /-201 /-/441 /237 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
P Brg Width = 3.5 Min Req =1.5
W Brg Width = 7.6 Min Req =1.5
Bearings B, P, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1254 -3254
C - D 1136 -2776
D - E 1214 -2768
E - F 1054 -2385
F - G 686 -1460
Chords Tens.Comp.
G - H 686 -1460
I - J 2455 -791
J - K 1415 -381
K - L 973 -465
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 2883 -1025
V - U 2883 -1028
U - T 2485 -793
T - S 2772 -904
S - R 2360 -735
Chords Tens.Comp.
Q - P 1070 -2375
P - O 606 -1288
O - N 337 -860
N - L 341 -855
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 263 -453
D - T 403 -251
E - S 230 -579
S - F 440 -91
F - R 505 -1291
G - R 257 -454
R - H 2085 -816
Webs Tens.Comp.
H - Q 818 -1886
Q - I 2921 -1137
I - P 1100 -2595
P - J 707 -1872
J - O 511 -163
O - K 433 -859
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.190 E 999 360
VERT(CL):0.363 E 999 240
HORZ(LL):0.053 R - -
HORZ(TL):0.101 R - -
Creep Factor: 2.0
Max TC CSI:0.578
Max BC CSI:0.665
Max Web CSI:0.905
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T10
Ply: 1
Qty:1
SEQN:196812 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T3 /
DrwNo:347.21.0852.51741
SSB /FV 12/13/2021
T3
B2
B3
35'4"4 15'3"12
5'7"11
5'7"11
10'9"4
5'1"9
15'6"
4'8"12
20'5"10
4'11"10
25'4"
4'10"6
30'2"6
4'10"6
35'2"
4'11"10
39'10"12
4'8"12
45'0"5
5'1"9
50'8"
5'7"11
5'5"15
5'5"15
10'9"4
5'3"5
20'1"10
9'4"6
25'4"
5'2"6
30'6"6
5'2"6
39'10"12
9'4"6
45'2"1
5'3"5
50'8"
5'5"152'1"6
2'1"6
6"35'0"15'7"11(a)(a)(a)
8'1"A
B
C
D E F G H I J
K
L
M
NOPQRSTUV W
5
12
4X6(B2)1.5X4
3X4
3X4 6X8
6X8 1.5X4
6X10
6X8
6X8 3X4
3X4
1.5X4 4X6(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T1,T5 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E; B2,B3 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 5X8 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1917 /-/-/1188 /751 /316
P 3862 /-/-/1799 /1505 /-
W 672 /-172 /-/465 /257 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
P Brg Width = 3.5 Min Req =1.5
W Brg Width = 7.6 Min Req =1.5
Bearings B, P, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1264 -3288
C - D 1069 -2580
D - E 1082 -2370
E - F 961 -2075
F - G 651 -1297
Chords Tens.Comp.
G - H 651 -1297
I - J 2028 -596
J - K 1542 -446
K - L 972 -420
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 2910 -1025
V - U 2909 -1028
U - T 2280 -688
T - S 2370 -720
S - R 2054 -593
Chords Tens.Comp.
Q - P 933 -1963
P - O 706 -1354
O - N 347 -853
N - L 348 -848
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 379 -707
E - S 189 -491
S - F 417 -77
F - R 464 -1190
G - R 251 -443
R - H 1910 -744
Webs Tens.Comp.
H - Q 823 -1897
Q - I 2710 -1056
I - P 1043 -2492
P - J 599 -1600
J - O 613 -219
O - K 526 -1055
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.175 T 999 360
VERT(CL):0.335 T 999 240
HORZ(LL):0.050 R - -
HORZ(TL):0.097 Q - -
Creep Factor: 2.0
Max TC CSI:0.776
Max BC CSI:0.582
Max Web CSI:0.999
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T11
Ply: 1
Qty:1
SEQN:196818 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T4 /
DrwNo:347.21.0852.52381
SSB /FV 12/13/2021
T1
T5
B2
B3
35'4"4 15'3"12
6'7"11
6'7"11
12'9"4
6'1"9
15'6"
2'8"12
20'5"10
4'11"10
25'4"
4'10"6
30'2"6
4'10"6
35'2"
4'11"10
37'10"12
2'8"12
44'0"5
6'1"9
50'8"
6'7"11
6'5"15
6'5"15
12'9"4
6'3"5
20'1"10
7'4"6
25'4"
5'2"6
30'6"6
5'2"6
37'10"12
7'4"6
44'2"1
6'3"5
50'8"
6'5"152'1"6 2'1"6
6"35'10"16'5"11(a)(a)
(a)
8'1"A
B
C
D E F G H I J
K
L
M
NOPQRSTUV W
5
12
4X6(B2)1.5X4
3X4
3X4 6X8
6X8 1.5X4
6X10
6X8
6X8 3X4
3X4
1.5X4 4X6(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T1,T5 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E; B2,B3 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 5X8 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1917 /-/-/1188 /751 /316
P 3862 /-/-/1799 /1505 /-
W 672 /-172 /-/465 /257 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
P Brg Width = 3.5 Min Req =1.5
W Brg Width = 7.6 Min Req =1.5
Bearings B, P, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1264 -3288
C - D 1069 -2580
D - E 1082 -2370
E - F 961 -2075
F - G 651 -1297
Chords Tens.Comp.
G - H 651 -1297
I - J 2028 -596
J - K 1542 -446
K - L 972 -420
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 2910 -1025
V - U 2909 -1028
U - T 2280 -688
T - S 2370 -720
S - R 2054 -593
Chords Tens.Comp.
Q - P 933 -1963
P - O 706 -1354
O - N 347 -853
N - L 348 -848
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 379 -707
E - S 189 -491
S - F 417 -77
F - R 464 -1190
G - R 251 -443
R - H 1910 -744
Webs Tens.Comp.
H - Q 823 -1897
Q - I 2710 -1056
I - P 1043 -2492
P - J 599 -1600
J - O 613 -219
O - K 526 -1055
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.175 T 999 360
VERT(CL):0.335 T 999 240
HORZ(LL):0.050 R - -
HORZ(TL):0.097 Q - -
Creep Factor: 2.0
Max TC CSI:0.776
Max BC CSI:0.582
Max Web CSI:0.999
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T11
Ply: 1
Qty:1
SEQN:196818 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T4 /
DrwNo:347.21.0852.52381
SSB /FV 12/13/2021
T1
T5
B2
B3
35'4"4 15'3"12
6'7"11
6'7"11
12'9"4
6'1"9
15'6"
2'8"12
20'5"10
4'11"10
25'4"
4'10"6
30'2"6
4'10"6
35'2"
4'11"10
37'10"12
2'8"12
44'0"5
6'1"9
50'8"
6'7"11
6'5"15
6'5"15
12'9"4
6'3"5
20'1"10
7'4"6
25'4"
5'2"6
30'6"6
5'2"6
37'10"12
7'4"6
44'2"1
6'3"5
50'8"
6'5"152'1"6 2'1"6
6"35'10"16'5"11(a)(a)
(a)
8'1"A
B
C
D E F G H I J
K
L
M
NOPQRSTUV W
5
12
4X6(B2)1.5X4
3X4
3X4 6X8
6X8 1.5X4
6X10
6X8
6X8 3X4
3X4
1.5X4 4X6(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T5 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 1.5X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 530 /-/-/269 /186 /353
Y 2402 /-/-/1449 /870 /-
S 2731 /-/-/1449 /1044 /-
AA 801 /-/-/592 /301 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
Y Brg Width = 3.5 Min Req =2.5
S Brg Width = 3.5 Min Req =2.8
AA Brg Width = 7.6 Min Req =1.5
Bearings B, Y, S, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 488 -163
C - D 1063 -270
D - E 231 -498
E - F 253 -389
F - G 606 -1287
G - H 405 -903
Chords Tens.Comp.
H - I 405 -903
I - J 1184 -305
J - K 1286 -347
K - L 1353 -425
L - M 218 -653
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Z 270 -417
Z - Y 269 -421
W -U 537 -138
U - T 1313 -217
Chords Tens.Comp.
T - S 661 -1055
S - P 766 -1279
O - M 491 -105
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Y 338 -697
Y - D 541 -1534
Y - W 463 -980
D - W 1322 -307
W -F 402 -939
F - U 986 -322
U - G 236 -395
Webs Tens.Comp.
G - T 268 -680
H - T 356 -627
T - I 2035 -776
I - S 854 -1878
P - O 500 -109
P - L 770 -1469
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.061 G 999 360
VERT(CL):0.123 G 999 240
HORZ(LL):0.019 F - -
HORZ(TL):0.037 F - -
Creep Factor: 2.0
Max TC CSI:0.948
Max BC CSI:0.563
Max Web CSI:0.887
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T12
Ply: 1
Qty:1
SEQN:196799 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T6 /
DrwNo:347.21.0852.51678
SSB /FV 12/13/2021
T5
9'10"10 25'5"10 15'3"12
5'3"9
5'3"9
9'11"10
4'8"1
14'9"4
4'9"10
21'8"3
6'10"15
28'5"5
6'9"3
35'10"12
7'5"7
43'0"12
7'2"
50'8"
7'7"4
5'1"2
5'1"2
9'9"14
4'8"12
14'5"8
4'7"10
21'4"11
6'11"3
28'5"5
7'0"11
36'
7'6"11
43'0"15
7'0"15
50'8"
7'7"12'1"6 2'1"6
6"32'6'8"17'3"11(a)
8'1"
10'1"
A
B
C
D
E F G H I J K
L
M
N
O
P
QR
STU
V
W
XYZ AA
5
12
3X5(B1)
5X6
3X8
3X6
6X8
5X6
5X8
3X4 5X8
4X10
3X8
3X5
5X6
5X8
1.5X4(**)
3X4
8X8
3X5(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T5 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 1.5X4 except as noted.
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
WARNING!This truss is not symmetric, but its
exterior
geometry makes erection error more probable.
It is imperative that this truss be installed properly.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 530 /-/-/269 /186 /353
Y 2402 /-/-/1449 /870 /-
S 2731 /-/-/1449 /1044 /-
AA 801 /-/-/592 /301 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
Y Brg Width = 3.5 Min Req =2.5
S Brg Width = 3.5 Min Req =2.8
AA Brg Width = 7.6 Min Req =1.5
Bearings B, Y, S, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 488 -163
C - D 1063 -270
D - E 231 -498
E - F 253 -389
F - G 606 -1287
G - H 405 -903
Chords Tens.Comp.
H - I 405 -903
I - J 1184 -305
J - K 1286 -347
K - L 1353 -425
L - M 218 -653
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Z 270 -417
Z - Y 269 -421
W -U 537 -138
U - T 1313 -217
Chords Tens.Comp.
T - S 661 -1055
S - P 766 -1279
O - M 491 -105
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Y 338 -697
Y - D 541 -1534
Y - W 463 -980
D - W 1322 -307
W -F 402 -939
F - U 986 -322
U - G 236 -395
Webs Tens.Comp.
G - T 268 -680
H - T 356 -627
T - I 2035 -776
I - S 854 -1878
P - O 500 -109
P - L 770 -1469
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.061 G 999 360
VERT(CL):0.123 G 999 240
HORZ(LL):0.019 F - -
HORZ(TL):0.037 F - -
Creep Factor: 2.0
Max TC CSI:0.948
Max BC CSI:0.563
Max Web CSI:0.887
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T12
Ply: 1
Qty:1
SEQN:196799 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T6 /
DrwNo:347.21.0852.51678
SSB /FV 12/13/2021
T5
9'10"10 25'5"10 15'3"12
5'3"9
5'3"9
9'11"10
4'8"1
14'9"4
4'9"10
21'8"3
6'10"15
28'5"5
6'9"3
35'10"12
7'5"7
43'0"12
7'2"
50'8"
7'7"4
5'1"2
5'1"2
9'9"14
4'8"12
14'5"8
4'7"10
21'4"11
6'11"3
28'5"5
7'0"11
36'
7'6"11
43'0"15
7'0"15
50'8"
7'7"12'1"6 2'1"6
6"32'6'8"17'3"11(a)
8'1"
10'1"
A
B
C
D
E F G H I J K
L
M
N
O
P
QR
STU
V
W
XYZ AA
5
12
3X5(B1)
5X6
3X8
3X6
6X8
5X6
5X8
3X4 5X8
4X10
3X8
3X5
5X6
5X8
1.5X4(**)
3X4
8X8
3X5(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 543 /-/-/272 /198 /391
AA 2407 /-/-/1497 /894 /-
S 2510 /-/-/1364 /939 /-
AC 902 /-/-/669 /369 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
AA Brg Width = 3.5 Min Req =2.5
S Brg Width = 3.5 Min Req =2.6
AC Brg Width = 7.6 Min Req =1.5
Bearings B, AA, S, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 418 -199
C - D 961 -292
D - E 305 -674
E - F 498 -963
F - G 655 -1257
Chords Tens.Comp.
G - H 545 -1014
H - I 545 -1014
J - K 616 -12
K - L 747 -129
L - M 350 -875
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Y - W 568 -197
W -V 853 -191
V - U 1274 -208
Chords Tens.Comp.
T - S 469 -613
S - P 463 -642
O - M 690 -178
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C -AA 332 -682
AA- D 583 -1594
AA- Y 428 -878
D - Y 1377 -347
Y - E 381 -964
E - W 650 -179
F - W 184 -481
F - V 606 -219
G - U 166 -464
Webs Tens.Comp.
H - U 303 -536
U - I 1456 -551
I - T 538 -1431
T - J 1517 -496
J - S 337 -1385
S - K 407 -871
P - O 711 -188
P - L 618 -1179
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.055 G 999 360
VERT(CL):0.107 G 999 240
HORZ(LL):0.018 F - -
HORZ(TL):0.036 F - -
Creep Factor: 2.0
Max TC CSI:0.903
Max BC CSI:0.521
Max Web CSI:0.681
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T13
Ply: 1
Qty:1
SEQN:196795 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T21 /
DrwNo:347.21.0852.51413
SSB /FV 12/13/2021
9'10"10 25'5"10 15'3"12
5'2"8
5'2"8
9'11"10
4'9"2
14'2"
4'2"6
16'9"4
2'7"4
22'8"1
5'10"13
28'1"11
5'5"9
33'10"12
5'9"1
35'2"8
1'3"12
36'
9"8
43'1"2
7'1"2
50'8"
7'6"14
5'1"2
5'1"2
9'9"14
4'8"12
14'5"8
4'7"10
16'9"4
2'3"12
22'4"9
5'7"5
28'1"11
5'9"1
33'11"4
5'9"9
36'
2'0"12
43'0"15
7'0"15
50'8"
7'7"12'1"6 2'1"6
6"32'7'6"18'1"11(a)
8'1"
10'1"
A
B
C
D
E
F G H I J K
L
M
N
O
P
QR
STUVW
X
Y
ZAAAB AC
5 12
3X5(B1)1.5X4
5X6
3X8
3X6
6X81.5X4
5X8
5X8
1.5X4
4X8
5X8
3X8
4X5
5X81.5X4
6X6
3X5(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 543 /-/-/272 /198 /391
AA 2407 /-/-/1497 /894 /-
S 2510 /-/-/1364 /939 /-
AC 902 /-/-/669 /369 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
AA Brg Width = 3.5 Min Req =2.5
S Brg Width = 3.5 Min Req =2.6
AC Brg Width = 7.6 Min Req =1.5
Bearings B, AA, S, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 418 -199
C - D 961 -292
D - E 305 -674
E - F 498 -963
F - G 655 -1257
Chords Tens.Comp.
G - H 545 -1014
H - I 545 -1014
J - K 616 -12
K - L 747 -129
L - M 350 -875
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Y - W 568 -197
W -V 853 -191
V - U 1274 -208
Chords Tens.Comp.
T - S 469 -613
S - P 463 -642
O - M 690 -178
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C -AA 332 -682
AA- D 583 -1594
AA- Y 428 -878
D - Y 1377 -347
Y - E 381 -964
E - W 650 -179
F - W 184 -481
F - V 606 -219
G - U 166 -464
Webs Tens.Comp.
H - U 303 -536
U - I 1456 -551
I - T 538 -1431
T - J 1517 -496
J - S 337 -1385
S - K 407 -871
P - O 711 -188
P - L 618 -1179
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.055 G 999 360
VERT(CL):0.107 G 999 240
HORZ(LL):0.018 F - -
HORZ(TL):0.036 F - -
Creep Factor: 2.0
Max TC CSI:0.903
Max BC CSI:0.521
Max Web CSI:0.681
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T13
Ply: 1
Qty:1
SEQN:196795 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T21 /
DrwNo:347.21.0852.51413
SSB /FV 12/13/2021
9'10"10 25'5"10 15'3"12
5'2"8
5'2"8
9'11"10
4'9"2
14'2"
4'2"6
16'9"4
2'7"4
22'8"1
5'10"13
28'1"11
5'5"9
33'10"12
5'9"1
35'2"8
1'3"12
36'
9"8
43'1"2
7'1"2
50'8"
7'6"14
5'1"2
5'1"2
9'9"14
4'8"12
14'5"8
4'7"10
16'9"4
2'3"12
22'4"9
5'7"5
28'1"11
5'9"1
33'11"4
5'9"9
36'
2'0"12
43'0"15
7'0"15
50'8"
7'7"12'1"6 2'1"6
6"32'7'6"18'1"11(a)
8'1"
10'1"
A
B
C
D
E
F G H I J K
L
M
N
O
P
QR
STUVW
X
Y
ZAAAB AC
5 12
3X5(B1)1.5X4
5X6
3X8
3X6
6X81.5X4
5X8
5X8
1.5X4
4X8
5X8
3X8
4X5
5X81.5X4
6X6
3X5(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 816 /-/-/469 /386 /428
X 1824 /-/0 /1233 /632 /0
R 2694 /-/-/1471 /1021 /-
Z 877 /-/-/658 /357 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
X Brg Width = 3.5 Min Req =1.5
R Brg Width = 3.5 Min Req =2.8
Z Brg Width = 7.6 Min Req =1.5
Bearings B, X, R, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 455 -857
C - D 430 -372
D - E 396 -334
E - F 722 -1461
F - G 701 -1252
Chords Tens.Comp.
G - H 701 -1252
H - I 308 -448
I - J 781 -41
J - K 914 -172
K - L 323 -817
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Y 697 -299
Y - X 688 -299
W -U 1175 -298
U - T 1281 -237
Chords Tens.Comp.
T - S 376 -148
S - R 503 -761
R - O 497 -785
N - L 637 -185
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - X 344 -778
X - W 538 -1562
D - W 292 -461
W -E 409 -1530
G - T 374 -663
T - H 1257 -505
Webs Tens.Comp.
H - S 490 -1238
S - I 1655 -539
I - R 463 -1630
R - J 412 -902
O - N 657 -194
O - K 633 -1239
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.074 U 999 360
VERT(CL):0.142 U 999 240
HORZ(LL):0.025 L - -
HORZ(TL):0.050 S - -
Creep Factor: 2.0
Max TC CSI:0.945
Max BC CSI:0.793
Max Web CSI:0.996
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T14
Ply: 1
Qty:1
SEQN:196791 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T5 /
DrwNo:347.21.0852.51975
SSB /FV 12/13/2021
B1
9'10"10 25'5"10 15'3"12
5'2"8
5'2"8
9'9"14
4'7"6
14'4"7
4'6"9
18'9"4
4'4"13
25'4"
6'6"12
31'10"12
6'6"12
35'2"8
3'3"12
36'
9"8
43'0"15
7'0"15
50'8"
7'7"1
5'1"2
5'1"2
10'0"6
4'11"4
18'9"4
8'8"14
25'4"
6'6"12
31'10"12
6'6"12
36'
4'1"4
43'0"15
7'0"15
50'8"
7'7"12'1"6 2'1"6
6"32'8'4"18'11"11(a)
(a)
(a)
8'1"
10'1"
A
B
C
D
E
F G H
I J
K
L
M
N
O
PQ
RSTU
V
W
XY Z
5 12
3X5(B1)
5X6
6X65X5
3X5
5X8
3X4 5X10
5X8
4X5
5X5
3X5
3X4
5X8 3X4
7X6
3X5(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 816 /-/-/469 /386 /428
X 1824 /-/0 /1233 /632 /0
R 2694 /-/-/1471 /1021 /-
Z 877 /-/-/658 /357 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
X Brg Width = 3.5 Min Req =1.5
R Brg Width = 3.5 Min Req =2.8
Z Brg Width = 7.6 Min Req =1.5
Bearings B, X, R, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 455 -857
C - D 430 -372
D - E 396 -334
E - F 722 -1461
F - G 701 -1252
Chords Tens.Comp.
G - H 701 -1252
H - I 308 -448
I - J 781 -41
J - K 914 -172
K - L 323 -817
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Y 697 -299
Y - X 688 -299
W -U 1175 -298
U - T 1281 -237
Chords Tens.Comp.
T - S 376 -148
S - R 503 -761
R - O 497 -785
N - L 637 -185
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - X 344 -778
X - W 538 -1562
D - W 292 -461
W -E 409 -1530
G - T 374 -663
T - H 1257 -505
Webs Tens.Comp.
H - S 490 -1238
S - I 1655 -539
I - R 463 -1630
R - J 412 -902
O - N 657 -194
O - K 633 -1239
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.074 U 999 360
VERT(CL):0.142 U 999 240
HORZ(LL):0.025 L - -
HORZ(TL):0.050 S - -
Creep Factor: 2.0
Max TC CSI:0.945
Max BC CSI:0.793
Max Web CSI:0.996
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T14
Ply: 1
Qty:1
SEQN:196791 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T5 /
DrwNo:347.21.0852.51975
SSB /FV 12/13/2021
B1
9'10"10 25'5"10 15'3"12
5'2"8
5'2"8
9'9"14
4'7"6
14'4"7
4'6"9
18'9"4
4'4"13
25'4"
6'6"12
31'10"12
6'6"12
35'2"8
3'3"12
36'
9"8
43'0"15
7'0"15
50'8"
7'7"1
5'1"2
5'1"2
10'0"6
4'11"4
18'9"4
8'8"14
25'4"
6'6"12
31'10"12
6'6"12
36'
4'1"4
43'0"15
7'0"15
50'8"
7'7"12'1"6 2'1"6
6"32'8'4"18'11"11(a)
(a)
(a)
8'1"
10'1"
A
B
C
D
E
F G H
I J
K
L
M
N
O
PQ
RSTU
V
W
XY Z
5 12
3X5(B1)
5X6
6X65X5
3X5
5X8
3X4 5X10
5X8
4X5
5X5
3X5
3X4
5X8 3X4
7X6
3X5(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T4,T5 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E; B2,B3,
B4 2x4 SP #2;
Webs: 2x4 SP #2; W16 2x4 SP 2250f-1.9E;
Rt W edge: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 766 /-/-/421 /362 /466
AF 2865 /-/1 /1698 /1039 /0
AH 2488 /-/-/1587 /993 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
AF Brg Width = 3.5 Min Req =2.4
AH Brg Width = 7.6 Min Req =2.1
Bearings B, AF, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 418 -745
C - D 543 -361
D - E 903 -1897
E - F 1371 -3269
F - G 1449 -3370
G - H 1624 -3692
Chords Tens.Comp.
H - I 1624 -3692
I - J 2097 -4953
J - K 2031 -5011
K - L 3108 -7660
L - M 2969 -7628
M - N 1815 -4593
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AG 595 -266
AG-AF 586 -264
AB- Z 1774 -527
Z - Y 2978 -880
Chords Tens.Comp.
Y - X 3034 -818
X - U 3960 -1158
T - Q 4818 -1614
P - N 4105 -1536
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AG- C 399 -50
C -AF 405 -920
AF-AE 958 -2644
AE- D 890 -2460
D -AB 2327 -721
AB- E 468 -1321
E - Z 1328 -377
Z - F 228 -545
G - X 1054 -384
H - X 247 -434
Webs Tens.Comp.
X - I 219 -446
I - U 2029 -807
U - T 4893 -1630
T - K 559 -1458
K - Q 3110 -1259
Q - L 290 -443
Q - P 4334 -1620
Q - M 2906 -969
P - M 757 -1770
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.539 S 901 360
VERT(CL):0.998 S 487 240
HORZ(LL):0.195 N - -
HORZ(TL):0.361 N - -
Creep Factor: 2.0
Max TC CSI:0.781
Max BC CSI:0.987
Max Web CSI:0.978
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T15
Ply: 1
Qty:1
SEQN:196787 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T7 /
DrwNo:347.21.0852.52554
SSB /FV 12/13/2021
T4
T5
B2
B3 B4
W16
9'10"10 40'9"6
5'2"8
5'2"8
9'11"10
4'9"2
11'8"14
1'9"4
16'4"13
4'7"15
20'9"4
4'4"7
25'5"12
4'8"8
29'10"12
4'5"
31'7"12
1'9"
35'7"12
4'
39'11"4
4'3"8
44'11"14
5'0"10
50'8"
5'8"2
5'1"2
5'1"2
10'0"6
4'11"4
12'0"6
2'
16'1"5
4'0"15
20'9"4
4'7"15
25'5"12
4'8"8
31'6"
6'0"4
35'2"8
3'8"8
39'9"8
4'7"
44'10"3
5'0"11
50'8"
5'9"132'1"6
2'1"6
6"32'3'9'2"19'9"118'1"A
B
C
D
E
F
G H I
J
K
L
M
N
O
P
Q
RS
T
U VWXYZ
AAAB
AC
AD
AE
AFAG AH
5 12
3X5(B1)
5X6
6X6
5X5
5X6
7X8
3X5
3X5
3X4
5X8
5X8
3X10
5X8
H0615 SS0514
5X12
H0615 4X10
6X6
5X8(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T4,T5 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E; B2,B3,
B4 2x4 SP #2;
Webs: 2x4 SP #2; W16 2x4 SP 2250f-1.9E;
Rt W edge: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
WARNING: Furnish a copy of this DWG to the
installation contractor. Special care must be taken
during handling, shipping and installation of trusses.
See "W ARNING" note below.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 766 /-/-/421 /362 /466
AF 2865 /-/1 /1698 /1039 /0
AH 2488 /-/-/1587 /993 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
AF Brg Width = 3.5 Min Req =2.4
AH Brg Width = 7.6 Min Req =2.1
Bearings B, AF, & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 418 -745
C - D 543 -361
D - E 903 -1897
E - F 1371 -3269
F - G 1449 -3370
G - H 1624 -3692
Chords Tens.Comp.
H - I 1624 -3692
I - J 2097 -4953
J - K 2031 -5011
K - L 3108 -7660
L - M 2969 -7628
M - N 1815 -4593
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AG 595 -266
AG-AF 586 -264
AB- Z 1774 -527
Z - Y 2978 -880
Chords Tens.Comp.
Y - X 3034 -818
X - U 3960 -1158
T - Q 4818 -1614
P - N 4105 -1536
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
AG- C 399 -50
C -AF 405 -920
AF-AE 958 -2644
AE- D 890 -2460
D -AB 2327 -721
AB- E 468 -1321
E - Z 1328 -377
Z - F 228 -545
G - X 1054 -384
H - X 247 -434
Webs Tens.Comp.
X - I 219 -446
I - U 2029 -807
U - T 4893 -1630
T - K 559 -1458
K - Q 3110 -1259
Q - L 290 -443
Q - P 4334 -1620
Q - M 2906 -969
P - M 757 -1770
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 5.07 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.539 S 901 360
VERT(CL):0.998 S 487 240
HORZ(LL):0.195 N - -
HORZ(TL):0.361 N - -
Creep Factor: 2.0
Max TC CSI:0.781
Max BC CSI:0.987
Max Web CSI:0.978
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T15
Ply: 1
Qty:1
SEQN:196787 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T7 /
DrwNo:347.21.0852.52554
SSB /FV 12/13/2021
T4
T5
B2
B3 B4
W16
9'10"10 40'9"6
5'2"8
5'2"8
9'11"10
4'9"2
11'8"14
1'9"4
16'4"13
4'7"15
20'9"4
4'4"7
25'5"12
4'8"8
29'10"12
4'5"
31'7"12
1'9"
35'7"12
4'
39'11"4
4'3"8
44'11"14
5'0"10
50'8"
5'8"2
5'1"2
5'1"2
10'0"6
4'11"4
12'0"6
2'
16'1"5
4'0"15
20'9"4
4'7"15
25'5"12
4'8"8
31'6"
6'0"4
35'2"8
3'8"8
39'9"8
4'7"
44'10"3
5'0"11
50'8"
5'9"132'1"6
2'1"6
6"32'3'9'2"19'9"118'1"A
B
C
D
E
F
G H I
J
K
L
M
N
O
P
Q
RS
T
U VWXYZ
AAAB
AC
AD
AE
AFAG AH
5 12
3X5(B1)
5X6
6X6
5X5
5X6
7X8
3X5
3X5
3X4
5X8
5X8
3X10
5X8
H0615 SS0514
5X12
H0615 4X10
6X6
5X8(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1807 /-/-/932 /707 /229
I 1807 /-/-/948 /704 /-
Wind reactions based on MWFRS
T Brg Width = 3.6 Min Req =2.1
I Brg Width = 3.5 Min Req =2.1
Bearings T & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 825 -2054
B - C 1098 -2737
C - D 1074 -2378
D - E 1041 -2152
Chords Tens.Comp.
E - F 1080 -2384
F - G 1186 -2832
G - H 881 -2235
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - P 1970 -773
P - O 2415 -850
Chords Tens.Comp.
O - N 2111 -676
N - K 2529 -890
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - T 691 -1768
A - R 2176 -877
R - B 448 -912
B - P 466 -180
C - O 272 -475
D - O 444 -178
N - E 476 -181
Webs Tens.Comp.
N - F 341 -649
K - G 592 -146
K - J 2008 -762
G - J 497 -1065
J - H 2095 -787
H - I 719 -1761
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.19 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.126 N 999 360
VERT(CL):0.236 N 999 240
HORZ(LL):0.081 I - -
HORZ(TL):0.151 I - -
Creep Factor: 2.0
Max TC CSI:0.930
Max BC CSI:0.625
Max Web CSI:0.491
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T16
Ply: 1
Qty:1
SEQN:196783 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T28 /
DrwNo:347.21.0852.51319
SSB /FV 12/13/2021
32'1"7
2'0"13
2'0"13
9'0"2
6'11"5
13'1"3
4'1"1
18'2"11
5'1"8
21'9"15
3'7"4
26'9"15
5'
32'1"7
5'3"8
2'4"5
2'4"5
8'8"10
6'4"5
13'1"3
4'4"9
18'0"15
4'11"12
21'9"15
3'9"
26'11"11
5'1"12
32'1"7
5'1"122'6"92'2"91'8'0"110'1"
A
B
C
D E
F
G
H
IJ
KLMNOP
QRST
5 12
4X6
6X6 7X81.5X4
4X7
5X5 3X8
4X5
5X81.5X4 4X10
4X6
2X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1807 /-/-/932 /707 /229
I 1807 /-/-/948 /704 /-
Wind reactions based on MWFRS
T Brg Width = 3.6 Min Req =2.1
I Brg Width = 3.5 Min Req =2.1
Bearings T & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 825 -2054
B - C 1098 -2737
C - D 1074 -2378
D - E 1041 -2152
Chords Tens.Comp.
E - F 1080 -2384
F - G 1186 -2832
G - H 881 -2235
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - P 1970 -773
P - O 2415 -850
Chords Tens.Comp.
O - N 2111 -676
N - K 2529 -890
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - T 691 -1768
A - R 2176 -877
R - B 448 -912
B - P 466 -180
C - O 272 -475
D - O 444 -178
N - E 476 -181
Webs Tens.Comp.
N - F 341 -649
K - G 592 -146
K - J 2008 -762
G - J 497 -1065
J - H 2095 -787
H - I 719 -1761
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.19 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.126 N 999 360
VERT(CL):0.236 N 999 240
HORZ(LL):0.081 I - -
HORZ(TL):0.151 I - -
Creep Factor: 2.0
Max TC CSI:0.930
Max BC CSI:0.625
Max Web CSI:0.491
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T16
Ply: 1
Qty:1
SEQN:196783 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T28 /
DrwNo:347.21.0852.51319
SSB /FV 12/13/2021
32'1"7
2'0"13
2'0"13
9'0"2
6'11"5
13'1"3
4'1"1
18'2"11
5'1"8
21'9"15
3'7"4
26'9"15
5'
32'1"7
5'3"8
2'4"5
2'4"5
8'8"10
6'4"5
13'1"3
4'4"9
18'0"15
4'11"12
21'9"15
3'9"
26'11"11
5'1"12
32'1"7
5'1"122'6"92'2"91'8'0"110'1"
A
B
C
D E
F
G
H
IJ
KLMNOP
QRST
5 12
4X6
6X6 7X81.5X4
4X7
5X5 3X8
4X5
5X81.5X4 4X10
4X6
2X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1807 /-/-/922 /711 /260
I 1807 /-/-/938 /708 /-
Wind reactions based on MWFRS
S Brg Width = 3.6 Min Req =2.1
I Brg Width = -Min Req =-
Bearing S is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 823 -2042
B - C 1111 -2751
C - D 993 -2200
D - E 992 -1954
Chords Tens.Comp.
E - F 993 -2183
F - G 1200 -2846
G - H 883 -2230
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - O 1953 -767
O - N 2434 -865
Chords Tens.Comp.
N - K 2551 -908
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 695 -1768
A - Q 2157 -870
Q - B 444 -905
B - O 503 -200
C - N 363 -644
D - N 503 -210
N - E 496 -207
Webs Tens.Comp.
N - F 433 -823
K - G 625 -166
K - J 2007 -759
G - J 496 -1062
J - H 2087 -786
H - I 723 -1761
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.61 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.127 M 999 360
VERT(CL):0.238 M 999 240
HORZ(LL):0.083 I - -
HORZ(TL):0.156 I - -
Creep Factor: 2.0
Max TC CSI:0.791
Max BC CSI:0.698
Max Web CSI:0.914
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T17
Ply: 1
Qty:1
SEQN:196779 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T23 /
DrwNo:347.21.0852.52631
SSB /FV 12/13/2021
32'1"7
2'0"13
2'0"13
9'0"2
6'11"5
15'1"3
6'1"1
16'2"11
1'1"8
21'9"15
5'7"4
26'9"15
5'
32'1"7
5'3"8
2'4"5
2'4"5
8'5"4
6'0"15
15'7"15
7'2"11
21'9"15
6'2"
26'11"11
5'1"12
32'1"7
5'1"122'6"92'2"91'8'10"1(a)
10'1"
A
B
C
D E
F
G
H
IJ
KLMNO
PQRS
5
12
4X6
6X6 7X81.5X4
5X10
4X5
3X10
5X5
5X81.5X4 4X10
4X6
2X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1807 /-/-/922 /711 /260
I 1807 /-/-/938 /708 /-
Wind reactions based on MWFRS
S Brg Width = 3.6 Min Req =2.1
I Brg Width = -Min Req =-
Bearing S is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 823 -2042
B - C 1111 -2751
C - D 993 -2200
D - E 992 -1954
Chords Tens.Comp.
E - F 993 -2183
F - G 1200 -2846
G - H 883 -2230
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - O 1953 -767
O - N 2434 -865
Chords Tens.Comp.
N - K 2551 -908
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 695 -1768
A - Q 2157 -870
Q - B 444 -905
B - O 503 -200
C - N 363 -644
D - N 503 -210
N - E 496 -207
Webs Tens.Comp.
N - F 433 -823
K - G 625 -166
K - J 2007 -759
G - J 496 -1062
J - H 2087 -786
H - I 723 -1761
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.61 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.127 M 999 360
VERT(CL):0.238 M 999 240
HORZ(LL):0.083 I - -
HORZ(TL):0.156 I - -
Creep Factor: 2.0
Max TC CSI:0.791
Max BC CSI:0.698
Max Web CSI:0.914
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T17
Ply: 1
Qty:1
SEQN:196779 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T23 /
DrwNo:347.21.0852.52631
SSB /FV 12/13/2021
32'1"7
2'0"13
2'0"13
9'0"2
6'11"5
15'1"3
6'1"1
16'2"11
1'1"8
21'9"15
5'7"4
26'9"15
5'
32'1"7
5'3"8
2'4"5
2'4"5
8'5"4
6'0"15
15'7"15
7'2"11
21'9"15
6'2"
26'11"11
5'1"12
32'1"7
5'1"122'6"92'2"91'8'10"1(a)
10'1"
A
B
C
D E
F
G
H
IJ
KLMNO
PQRS
5
12
4X6
6X6 7X81.5X4
5X10
4X5
3X10
5X5
5X81.5X4 4X10
4X6
2X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1807 /-/-/918 /712 /269
H 1807 /-/-/934 /710 /-
Wind reactions based on MWFRS
R Brg Width = 3.6 Min Req =2.1
H Brg Width = -Min Req =-
Bearing R is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 823 -2041
B - C 1113 -2752
C - D 995 -2199
Chords Tens.Comp.
D - E 995 -2182
E - F 1202 -2847
F - G 884 -2229
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - N 1951 -766
N - M 2436 -868
Chords Tens.Comp.
M - J 2554 -910
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 696 -1768
A - P 2154 -870
P - B 444 -904
B - N 507 -200
C - M 368 -648
D - M 1003 -422
Webs Tens.Comp.
M - E 439 -829
J - F 629 -169
J - I 2006 -760
F - I 497 -1062
I - G 2086 -787
G - H 724 -1761
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.73 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.130 M 999 360
VERT(CL):0.244 M 999 240
HORZ(LL):0.083 H - -
HORZ(TL):0.156 H - -
Creep Factor: 2.0
Max TC CSI:0.804
Max BC CSI:0.698
Max Web CSI:0.947
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T18
Ply: 1
Qty:2
SEQN:196775 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T29 /
DrwNo:347.21.0852.51366
SSB /FV 12/13/2021
32'1"7
2'0"13
2'0"13
9'0"2
6'11"5
15'7"15
6'7"13
21'9"15
6'2"
26'9"15
5'
32'1"7
5'3"8
2'4"5
2'4"5
8'8"10
6'4"5
15'7"15
6'11"5
21'9"15
6'2"
26'11"11
5'1"12
32'1"7
5'1"122'6"92'2"91'9'0"14(a)
10'1"
A
B
C
D
E
F
G
HI
JKLMN
OPQR
5
12
4X6
6X6 7X81.5X4
3X4
5X5
3X4
5X5
3X8
3X4
5X81.5X4
3X4
4X10
4X6
2X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1807 /-/-/918 /712 /269
H 1807 /-/-/934 /710 /-
Wind reactions based on MWFRS
R Brg Width = 3.6 Min Req =2.1
H Brg Width = -Min Req =-
Bearing R is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 823 -2041
B - C 1113 -2752
C - D 995 -2199
Chords Tens.Comp.
D - E 995 -2182
E - F 1202 -2847
F - G 884 -2229
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - N 1951 -766
N - M 2436 -868
Chords Tens.Comp.
M - J 2554 -910
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 696 -1768
A - P 2154 -870
P - B 444 -904
B - N 507 -200
C - M 368 -648
D - M 1003 -422
Webs Tens.Comp.
M - E 439 -829
J - F 629 -169
J - I 2006 -760
F - I 497 -1062
I - G 2086 -787
G - H 724 -1761
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.73 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.130 M 999 360
VERT(CL):0.244 M 999 240
HORZ(LL):0.083 H - -
HORZ(TL):0.156 H - -
Creep Factor: 2.0
Max TC CSI:0.804
Max BC CSI:0.698
Max Web CSI:0.947
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T18
Ply: 1
Qty:2
SEQN:196775 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T29 /
DrwNo:347.21.0852.51366
SSB /FV 12/13/2021
32'1"7
2'0"13
2'0"13
9'0"2
6'11"5
15'7"15
6'7"13
21'9"15
6'2"
26'9"15
5'
32'1"7
5'3"8
2'4"5
2'4"5
8'8"10
6'4"5
15'7"15
6'11"5
21'9"15
6'2"
26'11"11
5'1"12
32'1"7
5'1"122'6"92'2"91'9'0"14(a)
10'1"
A
B
C
D
E
F
G
HI
JKLMN
OPQR
5
12
4X6
6X6 7X81.5X4
3X4
5X5
3X4
5X5
3X8
3X4
5X81.5X4
3X4
4X10
4X6
2X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1807 /-/-/918 /712 /269
H 1807 /-/-/934 /710 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req =2.1
H Brg Width = -Min Req =-
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 926 -2158
C - D 925 -1945
Chords Tens.Comp.
D - E 925 -1945
E - F 999 -2333
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 1629 -630
K - J 1983 -706
Chords Tens.Comp.
J - I 2067 -741
I - H 1909 -753
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 917 -2285
B - K 441 -45
C - J 299 -419
Webs Tens.Comp.
D - J 879 -402
J - E 349 -542
F - H 970 -2444
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.73 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.099 J 999 360
VERT(CL):0.186 J 999 240
HORZ(LL):0.054 H - -
HORZ(TL):0.100 H - -
Creep Factor: 2.0
Max TC CSI:0.575
Max BC CSI:0.793
Max Web CSI:0.660
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T19
Ply: 1
Qty:1
SEQN:196771 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T30 /
DrwNo:347.21.0852.51648
SSB /FV 12/13/2021
32'1"7
3'10"10
3'10"10
9'9"5
5'10"10
15'7"15
5'10"10
21'6"9
5'10"10
27'5"4
5'10"10
32'1"7
4'8"3
6'9"15
6'9"15
15'7"15
8'9"15
24'5"14
8'9"15
32'1"7
7'7"92'6"92'2"99'0"14(a)
(a)(a)
(a)
10'1"
A
B
C
D
E
F
G
HIJKL
5 12
1.5X4
6X6
4X6
3X4
3X4
5X5
5X8
3X4
3X4
4X6
1.5X4
6X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1807 /-/-/918 /712 /269
H 1807 /-/-/934 /710 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req =2.1
H Brg Width = -Min Req =-
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 926 -2158
C - D 925 -1945
Chords Tens.Comp.
D - E 925 -1945
E - F 999 -2333
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 1629 -630
K - J 1983 -706
Chords Tens.Comp.
J - I 2067 -741
I - H 1909 -753
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 917 -2285
B - K 441 -45
C - J 299 -419
Webs Tens.Comp.
D - J 879 -402
J - E 349 -542
F - H 970 -2444
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.73 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.21 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.099 J 999 360
VERT(CL):0.186 J 999 240
HORZ(LL):0.054 H - -
HORZ(TL):0.100 H - -
Creep Factor: 2.0
Max TC CSI:0.575
Max BC CSI:0.793
Max Web CSI:0.660
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T19
Ply: 1
Qty:1
SEQN:196771 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T30 /
DrwNo:347.21.0852.51648
SSB /FV 12/13/2021
32'1"7
3'10"10
3'10"10
9'9"5
5'10"10
15'7"15
5'10"10
21'6"9
5'10"10
27'5"4
5'10"10
32'1"7
4'8"3
6'9"15
6'9"15
15'7"15
8'9"15
24'5"14
8'9"15
32'1"7
7'7"92'6"92'2"99'0"14(a)
(a)(a)
(a)
10'1"
A
B
C
D
E
F
G
HIJKL
5 12
1.5X4
6X6
4X6
3X4
3X4
5X5
5X8
3X4
3X4
4X6
1.5X4
6X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
(a) 2x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. or
(1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1919 /-/-/1013 /750 /297
H 1919 /-/-/989 /753 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req =2.3
H Brg Width = -Min Req =-
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1182 -2784
C - D 1017 -2172
Chords Tens.Comp.
D - E 1018 -2173
E - F 1071 -2515
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 2475 -993
K - J 2381 -865
Chords Tens.Comp.
J - I 2255 -816
I - H 2045 -806
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 1128 -2879
C - J 404 -690
D - J 1046 -469
Webs Tens.Comp.
J - E 332 -507
F - H 1039 -2620
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.48 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 C 999 360
VERT(CL):0.254 C 999 240
HORZ(LL):0.068 H - -
HORZ(TL):0.128 H - -
Creep Factor: 2.0
Max TC CSI:0.629
Max BC CSI:0.974
Max Web CSI:0.820
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T20
Ply: 1
Qty:1
SEQN:196762 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T1
DrwNo:347.21.0852.52633
SSB /FV 12/13/2021
34'1"7
5'10"10
5'10"10
11'8"15
5'10"4
17'7"15
5'11"
23'6"9
5'10"10
29'5"4
5'10"10
34'1"7
4'8"3
8'9"15
8'9"15
17'7"15
8'9"15
26'5"14
8'9"15
34'1"7
7'7"91'8"92'2"99'0"14(a)
(b)(b)
(b)
10'1"
A
B
C
D
E
F
G
HIJKL
5
12
1.5X4
6X6
4X6
3X4
5X5
5X5
5X8
3X4
3X4
5X5
1.5X4
6X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
(a) 2x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. or
(1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 1919 /-/-/1013 /750 /297
H 1919 /-/-/989 /753 /-
Wind reactions based on MWFRS
L Brg Width = 3.6 Min Req =2.3
H Brg Width = -Min Req =-
Bearing L is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1182 -2784
C - D 1017 -2172
Chords Tens.Comp.
D - E 1018 -2173
E - F 1071 -2515
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 2475 -993
K - J 2381 -865
Chords Tens.Comp.
J - I 2255 -816
I - H 2045 -806
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - B 1128 -2879
C - J 404 -690
D - J 1046 -469
Webs Tens.Comp.
J - E 332 -507
F - H 1039 -2620
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.48 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 C 999 360
VERT(CL):0.254 C 999 240
HORZ(LL):0.068 H - -
HORZ(TL):0.128 H - -
Creep Factor: 2.0
Max TC CSI:0.629
Max BC CSI:0.974
Max Web CSI:0.820
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T20
Ply: 1
Qty:1
SEQN:196762 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T1
DrwNo:347.21.0852.52633
SSB /FV 12/13/2021
34'1"7
5'10"10
5'10"10
11'8"15
5'10"4
17'7"15
5'11"
23'6"9
5'10"10
29'5"4
5'10"10
34'1"7
4'8"3
8'9"15
8'9"15
17'7"15
8'9"15
26'5"14
8'9"15
34'1"7
7'7"91'8"92'2"99'0"14(a)
(b)(b)
(b)
10'1"
A
B
C
D
E
F
G
HIJKL
5
12
1.5X4
6X6
4X6
3X4
5X5
5X5
5X8
3X4
3X4
5X5
1.5X4
6X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
(a) 2x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. or
(1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 1919 /-/-/1017 /749 /287
I 1919 /-/-/993 /752 /-
Wind reactions based on MWFRS
M Brg Width = 3.6 Min Req =2.3
I Brg Width = -Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1179 -2782
C - D 1014 -2173
D - E 1006 -1943
Chords Tens.Comp.
E - F 1015 -2174
F - G 1070 -2515
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2473 -989
L - K 2381 -864
Chords Tens.Comp.
K - J 2253 -814
J - I 2045 -805
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 1124 -2875
C - K 401 -688
D - K 516 -229
Webs Tens.Comp.
K - E 528 -236
K - F 328 -503
G - I 1038 -2621
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.36 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.133 C 999 360
VERT(CL):0.250 C 999 240
HORZ(LL):0.068 I - -
HORZ(TL):0.128 I - -
Creep Factor: 2.0
Max TC CSI:0.610
Max BC CSI:0.973
Max Web CSI:0.819
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T21
Ply: 1
Qty:1
SEQN:196767 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T25 /
DrwNo:347.21.0852.52663
SSB /FV 12/13/2021
34'1"7
5'10"7
5'10"7
11'9"5
5'10"13
17'1"3
5'3"14
18'2"11
1'1"8
23'6"9
5'3"14
29'5"4
5'10"10
34'1"7
4'8"3
8'9"15
8'9"15
17'7"15
8'9"15
26'5"14
8'9"15
34'1"7
7'7"9
1'8"9 2'2"98'10"1(a)
(b)(b)
(b)
10'1"
A
B
C
D E
F
G
H
IJKLM
5 12
1.5X4
6X6
6X6
3X4
3X4
5X5
5X10
5X5
3X4
3X4
5X5
1.5X4
6X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
(a) 2x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. or
(1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 1919 /-/-/1017 /749 /287
I 1919 /-/-/993 /752 /-
Wind reactions based on MWFRS
M Brg Width = 3.6 Min Req =2.3
I Brg Width = -Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1179 -2782
C - D 1014 -2173
D - E 1006 -1943
Chords Tens.Comp.
E - F 1015 -2174
F - G 1070 -2515
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2473 -989
L - K 2381 -864
Chords Tens.Comp.
K - J 2253 -814
J - I 2045 -805
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 1124 -2875
C - K 401 -688
D - K 516 -229
Webs Tens.Comp.
K - E 528 -236
K - F 328 -503
G - I 1038 -2621
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.36 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.133 C 999 360
VERT(CL):0.250 C 999 240
HORZ(LL):0.068 I - -
HORZ(TL):0.128 I - -
Creep Factor: 2.0
Max TC CSI:0.610
Max BC CSI:0.973
Max Web CSI:0.819
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T21
Ply: 1
Qty:1
SEQN:196767 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T25 /
DrwNo:347.21.0852.52663
SSB /FV 12/13/2021
34'1"7
5'10"7
5'10"7
11'9"5
5'10"13
17'1"3
5'3"14
18'2"11
1'1"8
23'6"9
5'3"14
29'5"4
5'10"10
34'1"7
4'8"3
8'9"15
8'9"15
17'7"15
8'9"15
26'5"14
8'9"15
34'1"7
7'7"9
1'8"9 2'2"98'10"1(a)
(b)(b)
(b)
10'1"
A
B
C
D E
F
G
H
IJKLM
5 12
1.5X4
6X6
6X6
3X4
3X4
5X5
5X10
5X5
3X4
3X4
5X5
1.5X4
6X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 1919 /-/-/1025 /745 /255
H 1919 /-/-/1001 /748 /-
Wind reactions based on MWFRS
M Brg Width = 3.6 Min Req =2.3
H Brg Width = -Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1162 -2776
C - D 1082 -2396
D - E 1040 -2091
Chords Tens.Comp.
E - F 1052 -2394
F - G 1021 -2596
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2386 -953
L - K 2461 -911
Chords Tens.Comp.
K - J 2125 -703
J - I 2324 -873
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 1108 -2852
C - K 308 -498
D - K 487 -181
Webs Tens.Comp.
F - I 302 -480
I - G 2342 -870
G - H 769 -1861
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.129 K 999 360
VERT(CL):0.241 K 999 240
HORZ(LL):0.056 H - -
HORZ(TL):0.105 H - -
Creep Factor: 2.0
Max TC CSI:0.554
Max BC CSI:0.789
Max Web CSI:0.788
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T22
Ply: 1
Qty:1
SEQN:196758 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T26 /
DrwNo:347.21.0852.52148
SSB /FV 12/13/2021
T3
34'1"7
5'0"6
5'0"6
10'0"13
5'0"6
15'1"3
5'0"6
20'2"11
5'1"8
27'0"5
6'9"10
34'1"7
7'1"2
7'6"9
7'6"9
15'1"3
7'6"9
20'0"15
4'11"12
27'4"5
7'3"6
34'1"7
6'9"21'8"92'2"98'0"1(a)
(a)
(a)
10'1"
A
B
C
D E
F
G
HIJKLM
5
12
1.5X4
6X6
5X5
3X4
3X4
5X8
5X5 5X8
5X5
3X4
3X8
4X6
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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
M 1919 /-/-/1025 /745 /255
H 1919 /-/-/1001 /748 /-
Wind reactions based on MWFRS
M Brg Width = 3.6 Min Req =2.3
H Brg Width = -Min Req =-
Bearing M is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1162 -2776
C - D 1082 -2396
D - E 1040 -2091
Chords Tens.Comp.
E - F 1052 -2394
F - G 1021 -2596
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2386 -953
L - K 2461 -911
Chords Tens.Comp.
K - J 2125 -703
J - I 2324 -873
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - B 1108 -2852
C - K 308 -498
D - K 487 -181
Webs Tens.Comp.
F - I 302 -480
I - G 2342 -870
G - H 769 -1861
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.129 K 999 360
VERT(CL):0.241 K 999 240
HORZ(LL):0.056 H - -
HORZ(TL):0.105 H - -
Creep Factor: 2.0
Max TC CSI:0.554
Max BC CSI:0.789
Max Web CSI:0.788
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T22
Ply: 1
Qty:1
SEQN:196758 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T26 /
DrwNo:347.21.0852.52148
SSB /FV 12/13/2021
T3
34'1"7
5'0"6
5'0"6
10'0"13
5'0"6
15'1"3
5'0"6
20'2"11
5'1"8
27'0"5
6'9"10
34'1"7
7'1"2
7'6"9
7'6"9
15'1"3
7'6"9
20'0"15
4'11"12
27'4"5
7'3"6
34'1"7
6'9"21'8"92'2"98'0"1(a)
(a)
(a)
10'1"
A
B
C
D E
F
G
HIJKLM
5
12
1.5X4
6X6
5X5
3X4
3X4
5X8
5X5 5X8
5X5
3X4
3X8
4X6
3X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1919 /-/-/1024 /747 /221
H 1919 /-/-/1000 /750 /-
Wind reactions based on MWFRS
N Brg Width = 3.6 Min Req =2.3
H Brg Width = -Min Req =-
Bearing N is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1115 -2855
B - C 1119 -2609
C - D 1137 -2400
Chords Tens.Comp.
D - E 1137 -2400
E - F 1082 -2495
F - G 980 -2482
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2568 -996
L - K 2290 -796
Chords Tens.Comp.
K - J 2196 -758
J - I 2239 -850
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 765 -1862
A - M 2547 -947
M - B 267 -408
D - K 218 -397
Webs Tens.Comp.
F - I 325 -589
I - G 2285 -857
G - H 767 -1868
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.132 D 999 360
VERT(CL):0.248 D 999 240
HORZ(LL):0.045 H - -
HORZ(TL):0.085 H - -
Creep Factor: 2.0
Max TC CSI:0.762
Max BC CSI:0.668
Max Web CSI:0.696
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T23
Ply: 1
Qty:1
SEQN:196754 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T19 /
DrwNo:347.21.0852.52194
SSB /FV 12/13/2021
T1
34'1"7
6'8"5
6'8"5
13'1"3
6'4"13
17'7"15
4'6"12
22'2"11
4'6"12
28'0"5
5'9"10
34'1"7
6'1"2
6'4"13
6'4"13
13'1"3
6'8"5
17'7"15
4'6"12
22'2"11
4'6"12
28'4"5
6'1"10
34'1"7
5'9"2
1'8"9 2'2"97'2"110'1"
A
B
C D E
F
G
HIJKLMN
5
12
5X5
3X6 5X6
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
3X4
3X8
4X6
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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Hangers / Ties
(J) Hanger Support Required, by others
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 1919 /-/-/1024 /747 /221
H 1919 /-/-/1000 /750 /-
Wind reactions based on MWFRS
N Brg Width = 3.6 Min Req =2.3
H Brg Width = -Min Req =-
Bearing N is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1115 -2855
B - C 1119 -2609
C - D 1137 -2400
Chords Tens.Comp.
D - E 1137 -2400
E - F 1082 -2495
F - G 980 -2482
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 2568 -996
L - K 2290 -796
Chords Tens.Comp.
K - J 2196 -758
J - I 2239 -850
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - N 765 -1862
A - M 2547 -947
M - B 267 -408
D - K 218 -397
Webs Tens.Comp.
F - I 325 -589
I - G 2285 -857
G - H 767 -1868
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.41 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.132 D 999 360
VERT(CL):0.248 D 999 240
HORZ(LL):0.045 H - -
HORZ(TL):0.085 H - -
Creep Factor: 2.0
Max TC CSI:0.762
Max BC CSI:0.668
Max Web CSI:0.696
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T23
Ply: 1
Qty:1
SEQN:196754 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T19 /
DrwNo:347.21.0852.52194
SSB /FV 12/13/2021
T1
34'1"7
6'8"5
6'8"5
13'1"3
6'4"13
17'7"15
4'6"12
22'2"11
4'6"12
28'0"5
5'9"10
34'1"7
6'1"2
6'4"13
6'4"13
13'1"3
6'8"5
17'7"15
4'6"12
22'2"11
4'6"12
28'4"5
6'1"10
34'1"7
5'9"2
1'8"9 2'2"97'2"110'1"
A
B
C D E
F
G
HIJKLMN
5
12
5X5
3X6 5X6
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
3X4
3X8
4X6
3X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1966 /-/-/1039 /767 /188
H 1966 /-/-/1031 /768 /-
Wind reactions based on MWFRS
P Brg Width = 3.6 Min Req =2.3
H Brg Width = 5.5 Min Req =2.3
Bearings P & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1105 -2813
B - C 1195 -2823
C - D 1319 -2916
Chords Tens.Comp.
D - E 1319 -2916
E - F 1198 -2750
F - G 1167 -2933
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2551 -979
N - M 2513 -890
Chords Tens.Comp.
M - L 2459 -866
L - I 2622 -998
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 782 -1915
A - O 2552 -960
O - B 296 -535
C - M 548 -216
Webs Tens.Comp.
D - M 372 -656
M - E 620 -249
I - G 2635 -1001
G - H 798 -1897
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.172 D 999 360
VERT(CL):0.322 D 999 240
HORZ(LL):0.086 H - -
HORZ(TL):0.161 H - -
Creep Factor: 2.0
Max TC CSI:0.949
Max BC CSI:0.668
Max Web CSI:0.810
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T24
Ply: 1
Qty:1
SEQN:196750 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T27 /
DrwNo:347.21.0852.52678
SSB /FV 12/13/2021
T3
34'11"7
5'8"5
5'8"5
11'1"3
5'4"13
17'7"15
6'6"12
24'2"11
6'6"12
27'11"15
3'9"4
34'11"7
6'11"8
5'4"13
5'4"13
11'1"3
5'8"5
17'7"15
6'6"12
24'2"11
6'6"12
27'11"15
3'9"4
34'11"7
6'11"82'1'8"9
3'10"68'4"110'1"
8'1"
A
B
C D E
F
G
H
I
JK
LMNOP
5
12
4X7
3X6 5X6
3X4
5X8
5X5
1.5X4
3X8
5X8
3X4
3X4
5X121.5X6
4X7
6X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1966 /-/-/1039 /767 /188
H 1966 /-/-/1031 /768 /-
Wind reactions based on MWFRS
P Brg Width = 3.6 Min Req =2.3
H Brg Width = 5.5 Min Req =2.3
Bearings P & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1105 -2813
B - C 1195 -2823
C - D 1319 -2916
Chords Tens.Comp.
D - E 1319 -2916
E - F 1198 -2750
F - G 1167 -2933
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2551 -979
N - M 2513 -890
Chords Tens.Comp.
M - L 2459 -866
L - I 2622 -998
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - P 782 -1915
A - O 2552 -960
O - B 296 -535
C - M 548 -216
Webs Tens.Comp.
D - M 372 -656
M - E 620 -249
I - G 2635 -1001
G - H 798 -1897
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.172 D 999 360
VERT(CL):0.322 D 999 240
HORZ(LL):0.086 H - -
HORZ(TL):0.161 H - -
Creep Factor: 2.0
Max TC CSI:0.949
Max BC CSI:0.668
Max Web CSI:0.810
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T24
Ply: 1
Qty:1
SEQN:196750 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T27 /
DrwNo:347.21.0852.52678
SSB /FV 12/13/2021
T3
34'11"7
5'8"5
5'8"5
11'1"3
5'4"13
17'7"15
6'6"12
24'2"11
6'6"12
27'11"15
3'9"4
34'11"7
6'11"8
5'4"13
5'4"13
11'1"3
5'8"5
17'7"15
6'6"12
24'2"11
6'6"12
27'11"15
3'9"4
34'11"7
6'11"82'1'8"9
3'10"68'4"110'1"
8'1"
A
B
C D E
F
G
H
I
JK
LMNOP
5
12
4X7
3X6 5X6
3X4
5X8
5X5
1.5X4
3X8
5X8
3X4
3X4
5X121.5X6
4X7
6X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1966 /-/-/1027 /769 /154
I 1966 /-/-/1019 /770 /-
Wind reactions based on MWFRS
P Brg Width = 3.6 Min Req =2.3
I Brg Width = 5.5 Min Req =2.3
Bearings P & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1197 -2900
C - D 1441 -3279
D - E 1441 -3278
Chords Tens.Comp.
E - F 1408 -3228
F - G 1324 -2913
G - H 1171 -2937
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 2357 -950
O - N 2602 -936
Chords Tens.Comp.
N - M 3259 -1207
M - J 2544 -940
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - B 1158 -2852
C - N 905 -383
D - N 303 -536
E - M 323 -557
Webs Tens.Comp.
M - F 951 -347
J - G 385 -553
J - H 2646 -1009
H - I 798 -1899
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.198 D 999 360
VERT(CL):0.371 D 999 240
HORZ(LL):0.104 I - -
HORZ(TL):0.196 I - -
Creep Factor: 2.0
Max TC CSI:0.745
Max BC CSI:0.974
Max Web CSI:0.816
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T25
Ply: 1
Qty:1
SEQN:196744 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T24 /
DrwNo:347.21.0852.51866
SSB /FV 12/13/2021
T3
34'11"7
4'6"9
4'6"9
9'1"3
4'6"9
14'11"7
5'10"4
20'6"3
5'6"12
26'2"11
5'8"8
28'1"11
1'11"
34'11"7
6'9"12
9'1"3
9'1"3
14'11"7
5'10"4
20'9"11
5'10"4
27'11"15
7'2"4
34'11"7
6'11"82'1'8"9
3'10"67'6"1(a)
10'1"
8'1"
A
B
C D E F
G
H
I
J
KL
MNOP
5 12
1.5X4
6X6
4X5
5X8
3X4
1.5X4
5X8
3X4
3X4
5X5
5X121.5X6
1.5X4
4X7
6X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1966 /-/-/1027 /769 /154
I 1966 /-/-/1019 /770 /-
Wind reactions based on MWFRS
P Brg Width = 3.6 Min Req =2.3
I Brg Width = 5.5 Min Req =2.3
Bearings P & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1197 -2900
C - D 1441 -3279
D - E 1441 -3278
Chords Tens.Comp.
E - F 1408 -3228
F - G 1324 -2913
G - H 1171 -2937
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 2357 -950
O - N 2602 -936
Chords Tens.Comp.
N - M 3259 -1207
M - J 2544 -940
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - B 1158 -2852
C - N 905 -383
D - N 303 -536
E - M 323 -557
Webs Tens.Comp.
M - F 951 -347
J - G 385 -553
J - H 2646 -1009
H - I 798 -1899
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.50 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.198 D 999 360
VERT(CL):0.371 D 999 240
HORZ(LL):0.104 I - -
HORZ(TL):0.196 I - -
Creep Factor: 2.0
Max TC CSI:0.745
Max BC CSI:0.974
Max Web CSI:0.816
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T25
Ply: 1
Qty:1
SEQN:196744 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T24 /
DrwNo:347.21.0852.51866
SSB /FV 12/13/2021
T3
34'11"7
4'6"9
4'6"9
9'1"3
4'6"9
14'11"7
5'10"4
20'6"3
5'6"12
26'2"11
5'8"8
28'1"11
1'11"
34'11"7
6'9"12
9'1"3
9'1"3
14'11"7
5'10"4
20'9"11
5'10"4
27'11"15
7'2"4
34'11"7
6'11"82'1'8"9
3'10"67'6"1(a)
10'1"
8'1"
A
B
C D E F
G
H
I
J
KL
MNOP
5 12
1.5X4
6X6
4X5
5X8
3X4
1.5X4
5X8
3X4
3X4
5X5
5X121.5X6
1.5X4
4X7
6X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T3,T4 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 747 /-/-/448 /181 /297
S 3184 /-/-/1677 /1287 /-
J 1315 /-/-/729 /496 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
S Brg Width = 3.5 Min Req =3.4
J Brg Width = 5.5 Min Req =1.6
Bearings B, S, & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 587 -525
C - D 1392 -482
E - F 543 -1278
Chords Tens.Comp.
F - G 543 -1278
G - H 769 -1799
H - I 694 -1811
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 374 -489
T - S 370 -493
Chords Tens.Comp.
O - N 1805 -607
N - K 1578 -554
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - S 607 -1214
D - S 780 -1866
D - Q 1430 -526
S - Q 626 -1412
Q - E 713 -1594
Webs Tens.Comp.
E - O 1752 -687
F - O 288 -505
O - G 297 -735
K - I 1583 -557
I - J 525 -1249
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.26 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.085 G 999 360
VERT(CL):0.167 G 999 240
HORZ(LL):0.039 J - -
HORZ(TL):0.073 J - -
Creep Factor: 2.0
Max TC CSI:0.709
Max BC CSI:0.480
Max Web CSI:0.637
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T26
Ply: 1
Qty:1
SEQN:196740 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T31 /
DrwNo:347.21.0852.52725
SSB /FV 12/13/2021
T3 T4
14'9"12 27'9"12
7'7"6
7'7"6
14'9"4
7'1"14
18'11"8
4'2"4
24'5"8
5'6"
29'11"8
5'6"
35'10"12
5'11"4
42'7"8
6'8"12
7'5"15
7'5"15
14'11"
7'5"1
19'3"
4'4"
24'5"8
5'2"8
30'3"
5'9"8
35'7"4
5'4"4
42'7"8
7'0"42'1"6
6"3 3'10"62'6'8"17'3"11(a)
(a)
8'1"A
B
C
D E F G H
I
J
K
LM
NO
P
Q
RST
5 12
3X5(B1)5X5
H0510
5X8
4X7 6X81.5X4
4X5 5X6
5X8
3X4
3X4
6X81.5X6
5X8
4X4
6X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T3,T4 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 747 /-/-/448 /181 /297
S 3184 /-/-/1677 /1287 /-
J 1315 /-/-/729 /496 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
S Brg Width = 3.5 Min Req =3.4
J Brg Width = 5.5 Min Req =1.6
Bearings B, S, & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 587 -525
C - D 1392 -482
E - F 543 -1278
Chords Tens.Comp.
F - G 543 -1278
G - H 769 -1799
H - I 694 -1811
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 374 -489
T - S 370 -493
Chords Tens.Comp.
O - N 1805 -607
N - K 1578 -554
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - S 607 -1214
D - S 780 -1866
D - Q 1430 -526
S - Q 626 -1412
Q - E 713 -1594
Webs Tens.Comp.
E - O 1752 -687
F - O 288 -505
O - G 297 -735
K - I 1583 -557
I - J 525 -1249
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.26 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.085 G 999 360
VERT(CL):0.167 G 999 240
HORZ(LL):0.039 J - -
HORZ(TL):0.073 J - -
Creep Factor: 2.0
Max TC CSI:0.709
Max BC CSI:0.480
Max Web CSI:0.637
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T26
Ply: 1
Qty:1
SEQN:196740 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T31 /
DrwNo:347.21.0852.52725
SSB /FV 12/13/2021
T3 T4
14'9"12 27'9"12
7'7"6
7'7"6
14'9"4
7'1"14
18'11"8
4'2"4
24'5"8
5'6"
29'11"8
5'6"
35'10"12
5'11"4
42'7"8
6'8"12
7'5"15
7'5"15
14'11"
7'5"1
19'3"
4'4"
24'5"8
5'2"8
30'3"
5'9"8
35'7"4
5'4"4
42'7"8
7'0"42'1"6
6"3 3'10"62'6'8"17'3"11(a)
(a)
8'1"A
B
C
D E F G H
I
J
K
LM
NO
P
Q
RST
5 12
3X5(B1)5X5
H0510
5X8
4X7 6X81.5X4
4X5 5X6
5X8
3X4
3X4
6X81.5X6
5X8
4X4
6X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 668 /-/-/434 /178 /261
R 3113 /-/-/1655 /1291 /-
M 1395 /-/-/727 /500 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
R Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.6
Bearings B, R, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 60 -581
C - D 72 -540
E - F 1110 -432
F - G 960 -333
G - H 230 -627
Chords Tens.Comp.
H - I 532 -1449
I - J 532 -1449
J - K 627 -1566
K - L 430 -1166
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Z 452 -261
X - V 697 -343
R - Q 584 -1272
Chords Tens.Comp.
Q - P 695 -173
P - O 1588 -523
O - N 1013 -341
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - V 275 -471
E - S 476 -980
F - S 341 -687
S - G 895 -363
S - R 618 -1325
G - R 1169 -2735
G - Q 2188 -875
Q - H 654 -1385
Webs Tens.Comp.
H - P 1184 -482
I - P 287 -495
J - O 247 -419
O - K 769 -288
K - N 299 -642
N - L 1256 -420
L - M 514 -1357
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.26 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.072 I 999 360
VERT(CL):0.143 I 999 240
HORZ(LL):0.018 M - -
HORZ(TL):0.036 U - -
Creep Factor: 2.0
Max TC CSI:0.713
Max BC CSI:0.428
Max Web CSI:0.947
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T27
Ply: 1
Qty:1
SEQN:196736 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T18 /
DrwNo:347.21.0852.51381
SSB /FV 12/13/2021
14'9"12 27'9"12
1'3"
1'3"
2'6"14
1'3"14
7'0"12
4'5"14
12'9"4
5'8"8
14'9"12
2'0"8
20'8"5
5'10"9
26'3"6
5'7"1
31'10"7
5'7"1
37'10"12
6'0"5
42'7"8
4'8"12
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
12'9"4
6'
20'4"13
7'7"9
26'3"6
5'10"9
32'1"15
5'10"9
37'10"12
5'8"13
42'7"8
4'8"122'1"6
6"3 3'10"66"5'10"16'5"11(a)
8'1"A
B C D
E
F G H I J K
L
MNOPQRSTUVWXYZ
5
12
3X5(B1)
1.5X4
5X81.5X4
5X6
5X81.5X4
6X8
5X8 5X5
3X5 5X6
3X10 5X5
5X8
3X5
4X4
2X6
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 668 /-/-/434 /178 /261
R 3113 /-/-/1655 /1291 /-
M 1395 /-/-/727 /500 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
R Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.6
Bearings B, R, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 60 -581
C - D 72 -540
E - F 1110 -432
F - G 960 -333
G - H 230 -627
Chords Tens.Comp.
H - I 532 -1449
I - J 532 -1449
J - K 627 -1566
K - L 430 -1166
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Z 452 -261
X - V 697 -343
R - Q 584 -1272
Chords Tens.Comp.
Q - P 695 -173
P - O 1588 -523
O - N 1013 -341
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - V 275 -471
E - S 476 -980
F - S 341 -687
S - G 895 -363
S - R 618 -1325
G - R 1169 -2735
G - Q 2188 -875
Q - H 654 -1385
Webs Tens.Comp.
H - P 1184 -482
I - P 287 -495
J - O 247 -419
O - K 769 -288
K - N 299 -642
N - L 1256 -420
L - M 514 -1357
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.26 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.072 I 999 360
VERT(CL):0.143 I 999 240
HORZ(LL):0.018 M - -
HORZ(TL):0.036 U - -
Creep Factor: 2.0
Max TC CSI:0.713
Max BC CSI:0.428
Max Web CSI:0.947
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T27
Ply: 1
Qty:1
SEQN:196736 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T18 /
DrwNo:347.21.0852.51381
SSB /FV 12/13/2021
14'9"12 27'9"12
1'3"
1'3"
2'6"14
1'3"14
7'0"12
4'5"14
12'9"4
5'8"8
14'9"12
2'0"8
20'8"5
5'10"9
26'3"6
5'7"1
31'10"7
5'7"1
37'10"12
6'0"5
42'7"8
4'8"12
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
12'9"4
6'
20'4"13
7'7"9
26'3"6
5'10"9
32'1"15
5'10"9
37'10"12
5'8"13
42'7"8
4'8"122'1"6
6"3 3'10"66"5'10"16'5"11(a)
8'1"A
B C D
E
F G H I J K
L
MNOPQRSTUVWXYZ
5
12
3X5(B1)
1.5X4
5X81.5X4
5X6
5X81.5X4
6X8
5X8 5X5
3X5 5X6
3X10 5X5
5X8
3X5
4X4
2X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W12 2x4 SP 2250f-1.9E;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 815 /-/-/536 /249 /246
Q 3085 /-/-/1575 /1276 /-
M 1272 /-/-/627 /447 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
Q Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.5
Bearings B, Q, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 201 -936
C - D 206 -896
D - E 88 -687
F - G 676 -256
G - H 672 -254
Chords Tens.Comp.
H - I 335 -1080
I - J 335 -1080
J - K 594 -1616
K - L 284 -794
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Z 774 -344
Z - Y 552 -226
X - V 1141 -488
V - U 559 -182
Chords Tens.Comp.
Q - P 659 -1484
P - O 1641 -580
O - N 724 -246
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - V 327 -573
E - U 353 -721
F - U 478 -182
F - R 419 -942
R - H 1202 -488
R - Q 642 -1457
H - Q 1243 -2820
H - P 2565 -1025
Webs Tens.Comp.
I - P 397 -704
P - J 372 -849
J - O 262 -396
O - K 1047 -380
K - N 373 -817
N - L 1191 -404
L - M 446 -1271
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.26 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.069 J 999 360
VERT(CL):0.138 W 999 240
HORZ(LL):0.021 U - -
HORZ(TL):0.048 U - -
Creep Factor: 2.0
Max TC CSI:0.906
Max BC CSI:0.654
Max Web CSI:0.734
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T28
Ply: 1
Qty:1
SEQN:196732 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T66 /
DrwNo:347.21.0852.52149
SSB /FV 12/13/2021
T3
W12
16'9"12 25'9"12
1'3"
1'3"
2'6"14
1'3"14
7'0"12
4'5"14
10'9"4
3'8"8
12'11"4
2'2"
16'9"12
3'10"8
24'5"8
7'7"12
31'11"8
7'6"
39'10"12
7'11"4
42'7"8
2'8"12
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
10'9"4
4'
12'9"8
2'0"4
24'5"8
11'8"
32'3"
7'9"8
39'10"12
7'7"12
42'7"8
2'8"122'1"6
6"3 3'10"66"5'0"15'7"11(a)(a)
8'1"A
B C D
E
F G H I J K
L
MNOPQRSTUVWXYZ
5
12
3X5(B1)
1.5X4
5X81.5X4
5X8 1.5X4
6X81.5X4
4X12
5X8
6X6
4X12 5X5
6X8
3X5
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W12 2x4 SP 2250f-1.9E;
Bracing
(a) 1x4 "T" reinforcement. 80% length of web
member. Same species & grade or better, attached
with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
or (1) continuous lateral restraint equally spaced on
member.
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 815 /-/-/536 /249 /246
Q 3085 /-/-/1575 /1276 /-
M 1272 /-/-/627 /447 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
Q Brg Width = 3.5 Min Req =1.5
M Brg Width = 5.5 Min Req =1.5
Bearings B, Q, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 201 -936
C - D 206 -896
D - E 88 -687
F - G 676 -256
G - H 672 -254
Chords Tens.Comp.
H - I 335 -1080
I - J 335 -1080
J - K 594 -1616
K - L 284 -794
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Z 774 -344
Z - Y 552 -226
X - V 1141 -488
V - U 559 -182
Chords Tens.Comp.
Q - P 659 -1484
P - O 1641 -580
O - N 724 -246
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - V 327 -573
E - U 353 -721
F - U 478 -182
F - R 419 -942
R - H 1202 -488
R - Q 642 -1457
H - Q 1243 -2820
H - P 2565 -1025
Webs Tens.Comp.
I - P 397 -704
P - J 372 -849
J - O 262 -396
O - K 1047 -380
K - N 373 -817
N - L 1191 -404
L - M 446 -1271
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.26 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.069 J 999 360
VERT(CL):0.138 W 999 240
HORZ(LL):0.021 U - -
HORZ(TL):0.048 U - -
Creep Factor: 2.0
Max TC CSI:0.906
Max BC CSI:0.654
Max Web CSI:0.734
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T28
Ply: 1
Qty:1
SEQN:196732 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T66 /
DrwNo:347.21.0852.52149
SSB /FV 12/13/2021
T3
W12
16'9"12 25'9"12
1'3"
1'3"
2'6"14
1'3"14
7'0"12
4'5"14
10'9"4
3'8"8
12'11"4
2'2"
16'9"12
3'10"8
24'5"8
7'7"12
31'11"8
7'6"
39'10"12
7'11"4
42'7"8
2'8"12
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
10'9"4
4'
12'9"8
2'0"4
24'5"8
11'8"
32'3"
7'9"8
39'10"12
7'7"12
42'7"8
2'8"122'1"6
6"3 3'10"66"5'0"15'7"11(a)(a)
8'1"A
B C D
E
F G H I J K
L
MNOPQRSTUVWXYZ
5
12
3X5(B1)
1.5X4
5X81.5X4
5X8 1.5X4
6X81.5X4
4X12
5X8
6X6
4X12 5X5
6X8
3X5
4X4
1.5X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 861 /-/-/558 /282 /263
O 2634 /-/-/1317 /1091 /-
L 885 /-/-/382 /330 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
O Brg Width = 3.5 Min Req =2.7
L Brg Width = 3.5 Min Req =1.5
Bearings B, O, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 282 -1045
C - D 288 -1006
D - E 181 -806
E - F 117 -457
F - G 520 -227
Chords Tens.Comp.
G - H 515 -225
H - I 256 -655
I - J 256 -655
J - K 339 -946
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - X 873 -435
X - W 611 -277
V - T 1277 -609
Chords Tens.Comp.
T - S 669 -265
O - N 585 -1339
N - M 979 -359
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - T 346 -601
E - S 271 -534
F - S 489 -191
F - P 432 -967
G - P 212 -395
P - O 615 -1399
P - H 1221 -519
Webs Tens.Comp.
O - H 1024 -2265
H - N 1894 -768
I - N 317 -561
N - J 270 -608
J - M 262 -441
M - K 1091 -390
K - L 350 -831
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.57 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.074 U 999 360
VERT(CL):0.152 U 999 240
HORZ(LL):0.025 P - -
HORZ(TL):0.054 R - -
Creep Factor: 2.0
Max TC CSI:0.794
Max BC CSI:0.500
Max Web CSI:0.703
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T29
Ply: 1
Qty:1
SEQN:196720 /HIPM
FROM:
Cust: R 761 JRef:1Xbb7610005 T38 /
DrwNo:347.21.0852.52086
SSB /FV 12/13/2021
16'9"12 18'10"4
1'3"
1'3"
2'6"14
1'3"14
7'0"12
4'5"14
8'9"4
1'8"8
12'11"4
4'2"
16'9"12
3'10"8
23'0"9
6'2"13
29'1"11
6'1"1
35'8"
6'6"5
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
8'9"4
2'
12'9"8
4'0"4
16'8"
3'10"8
23'0"9
6'4"9
29'5"3
6'4"9
35'8"
6'2"132'1"6
6"3 4'2"16"4'9"118'1"A
B C
D
E
F G H I J K
LMNOPQRSTUVWX
5
12
3X4(B1)
1.5X4
5X81.5X4
5X8 1.5X4
6X81.5X4 4X4
5X8 5X5
5X8 5X5
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 861 /-/-/558 /282 /263
O 2634 /-/-/1317 /1091 /-
L 885 /-/-/382 /330 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
O Brg Width = 3.5 Min Req =2.7
L Brg Width = 3.5 Min Req =1.5
Bearings B, O, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 282 -1045
C - D 288 -1006
D - E 181 -806
E - F 117 -457
F - G 520 -227
Chords Tens.Comp.
G - H 515 -225
H - I 256 -655
I - J 256 -655
J - K 339 -946
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - X 873 -435
X - W 611 -277
V - T 1277 -609
Chords Tens.Comp.
T - S 669 -265
O - N 585 -1339
N - M 979 -359
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - T 346 -601
E - S 271 -534
F - S 489 -191
F - P 432 -967
G - P 212 -395
P - O 615 -1399
P - H 1221 -519
Webs Tens.Comp.
O - H 1024 -2265
H - N 1894 -768
I - N 317 -561
N - J 270 -608
J - M 262 -441
M - K 1091 -390
K - L 350 -831
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.57 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.074 U 999 360
VERT(CL):0.152 U 999 240
HORZ(LL):0.025 P - -
HORZ(TL):0.054 R - -
Creep Factor: 2.0
Max TC CSI:0.794
Max BC CSI:0.500
Max Web CSI:0.703
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T29
Ply: 1
Qty:1
SEQN:196720 /HIPM
FROM:
Cust: R 761 JRef:1Xbb7610005 T38 /
DrwNo:347.21.0852.52086
SSB /FV 12/13/2021
16'9"12 18'10"4
1'3"
1'3"
2'6"14
1'3"14
7'0"12
4'5"14
8'9"4
1'8"8
12'11"4
4'2"
16'9"12
3'10"8
23'0"9
6'2"13
29'1"11
6'1"1
35'8"
6'6"5
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
8'9"4
2'
12'9"8
4'0"4
16'8"
3'10"8
23'0"9
6'4"9
29'5"3
6'4"9
35'8"
6'2"132'1"6
6"3 4'2"16"4'9"118'1"A
B C
D
E
F G H I J K
LMNOPQRSTUVWX
5
12
3X4(B1)
1.5X4
5X81.5X4
5X8 1.5X4
6X81.5X4 4X4
5X8 5X5
5X8 5X5
4X4
1.5X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W3 2x4 SP 2250f-1.9E;
W10 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 8.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.11 to 93 plf at 6.77
TC: From 46 plf at 6.77 to 46 plf at 35.67
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.80
BC: From 10 plf at 6.80 to 10 plf at 35.67
TC: 647 lb Conc. Load at 6.80
TC: 280 lb Conc. Load at 7.83, 9.83,11.83
TC: 264 lb Conc. Load at 13.83,15.83,17.83,19.83
21.83,23.83,25.83,27.83,29.83,31.83,33.83
BC: 419 lb Conc. Load at 6.80
BC: 94 lb Conc. Load at 7.83, 9.83,11.83
BC: 127 lb Conc. Load at 13.83,15.83,17.83,19.83
21.83,23.83,25.83,27.83,29.83,31.83,33.83
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1620 /-/-/-/678 /-
N 5791 /-/1 /-/2432 /0
K 1742 /-/-/-/715 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 3.5 Min Req =3.0
K Brg Width = 3.5 Min Req =1.5
Bearings B, N, & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 516 -1306
C - D 508 -1294
D - E 627 -1547
Chords Tens.Comp.
G - H 278 -761
H - I 278 -761
I - J 511 -1268
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 1140 -446
V - U 817 -329
T - R 1656 -655
Chords Tens.Comp.
R - O 1424 -575
N - M 1165 -2848
M - L 1301 -537
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - O 595 -1521
F - O 286 -474
O - N 674 -1598
O - G 1874 -812
N - G 1137 -2442
Webs Tens.Comp.
G - M 2292 -956
H - M 347 -540
M - I 289 -672
L - J 1383 -556
J - K 366 -801
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.57 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.095 S 999 360
VERT(CL):0.177 S 999 240
HORZ(LL):0.037 O - -
HORZ(TL):0.069 Q - -
Creep Factor: 2.0
Max TC CSI:0.855
Max BC CSI:0.893
Max Web CSI:0.536
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T30
Ply: 2
Qty:1
SEQN:196716 /HIPM
FROM:
Cust: R 761 JRef:1Xbb7610005 T58 /
DrwNo:347.21.0852.52460
SSB /FV 12/13/2021
2 Complete Trusses Required
W3
W10
16'9"12 18'10"4
1'3"
1'3"
2'6"14
1'3"14
6'9"4
4'2"6
12'11"4
6'2"
16'9"12
3'10"8
23'1"4
6'3"8
29'2"
6'0"12
35'8"
6'6"
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
12'9"8
6'0"4
16'7"
3'9"8
23'1"4
6'6"4
29'5"8
6'4"4
35'8"
6'2"82'1"6
6"3 3'4"16"3'11"118'1"A
B C
D
E F G H I J
KLMNOPQRSTUV
5 12
3X4(B1)
1.5X4
5X82X4
5X8 1.5X4
6X81.5X4 4X6
5X12 5X5
4X12 5X5
4X4
1.5X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2; W3 2x4 SP 2250f-1.9E;
W10 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @ 8.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.11 to 93 plf at 6.77
TC: From 46 plf at 6.77 to 46 plf at 35.67
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.80
BC: From 10 plf at 6.80 to 10 plf at 35.67
TC: 647 lb Conc. Load at 6.80
TC: 280 lb Conc. Load at 7.83, 9.83,11.83
TC: 264 lb Conc. Load at 13.83,15.83,17.83,19.83
21.83,23.83,25.83,27.83,29.83,31.83,33.83
BC: 419 lb Conc. Load at 6.80
BC: 94 lb Conc. Load at 7.83, 9.83,11.83
BC: 127 lb Conc. Load at 13.83,15.83,17.83,19.83
21.83,23.83,25.83,27.83,29.83,31.83,33.83
Plating Notes
All plates are 3X4 except as noted.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1620 /-/-/-/678 /-
N 5791 /-/1 /-/2432 /0
K 1742 /-/-/-/715 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 3.5 Min Req =3.0
K Brg Width = 3.5 Min Req =1.5
Bearings B, N, & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 516 -1306
C - D 508 -1294
D - E 627 -1547
Chords Tens.Comp.
G - H 278 -761
H - I 278 -761
I - J 511 -1268
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 1140 -446
V - U 817 -329
T - R 1656 -655
Chords Tens.Comp.
R - O 1424 -575
N - M 1165 -2848
M - L 1301 -537
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - O 595 -1521
F - O 286 -474
O - N 674 -1598
O - G 1874 -812
N - G 1137 -2442
Webs Tens.Comp.
G - M 2292 -956
H - M 347 -540
M - I 289 -672
L - J 1383 -556
J - K 366 -801
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.57 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.095 S 999 360
VERT(CL):0.177 S 999 240
HORZ(LL):0.037 O - -
HORZ(TL):0.069 Q - -
Creep Factor: 2.0
Max TC CSI:0.855
Max BC CSI:0.893
Max Web CSI:0.536
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T30
Ply: 2
Qty:1
SEQN:196716 /HIPM
FROM:
Cust: R 761 JRef:1Xbb7610005 T58 /
DrwNo:347.21.0852.52460
SSB /FV 12/13/2021
2 Complete Trusses Required
W3
W10
16'9"12 18'10"4
1'3"
1'3"
2'6"14
1'3"14
6'9"4
4'2"6
12'11"4
6'2"
16'9"12
3'10"8
23'1"4
6'3"8
29'2"
6'0"12
35'8"
6'6"
1'4"12
1'4"12
2'8"6
1'3"10
6'9"4
4'0"14
12'9"8
6'0"4
16'7"
3'9"8
23'1"4
6'6"4
29'5"8
6'4"4
35'8"
6'2"82'1"6
6"3 3'4"16"3'11"118'1"A
B C
D
E F G H I J
KLMNOPQRSTUV
5 12
3X4(B1)
1.5X4
5X82X4
5X8 1.5X4
6X81.5X4 4X6
5X12 5X5
4X12 5X5
4X4
1.5X6
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block length = 2.715'
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Left bottom chord exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 754 /-/-/624 /299 /264
E 524 /-/-/478 /232 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 3.6 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 431 -1183
Chords Tens.Comp.
C - D 433 -1089
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1016 -503
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
F - D 990 -469
Webs Tens.Comp.
D - E 881 -1132
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.038 C 999 360
VERT(CL):0.069 C 999 240
HORZ(LL):0.012 C - -
HORZ(TL):0.021 C - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.393
Max Web CSI:0.223
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T31
Ply: 1
Qty:5
SEQN:196821 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T20 /
DrwNo:347.21.0852.51647
SSB /FV 12/13/2021
9'7"9
4'6"4
4'6"4
9'2"1
4'7"12
9'7"9
5"8
7"10
7"10
4'8"
4'0"6
9'2"1
4'6"
9'7"9
5"8
2'1"6
6"3 2'2'6"51'9"54'6"55'1"158'1"
10'1"
A
B
C
D
E
F
5
12
2.5
124X6(F3)
1.5X4
3X4
4X8
2X6
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block length = 2.715'
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Left bottom chord exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 754 /-/-/624 /299 /264
E 524 /-/-/478 /232 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 3.6 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 431 -1183
Chords Tens.Comp.
C - D 433 -1089
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1016 -503
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
F - D 990 -469
Webs Tens.Comp.
D - E 881 -1132
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.038 C 999 360
VERT(CL):0.069 C 999 240
HORZ(LL):0.012 C - -
HORZ(TL):0.021 C - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.393
Max Web CSI:0.223
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T31
Ply: 1
Qty:5
SEQN:196821 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T20 /
DrwNo:347.21.0852.51647
SSB /FV 12/13/2021
9'7"9
4'6"4
4'6"4
9'2"1
4'7"12
9'7"9
5"8
7"10
7"10
4'8"
4'0"6
9'2"1
4'6"
9'7"9
5"8
2'1"6
6"3 2'2'6"51'9"54'6"55'1"158'1"
10'1"
A
B
C
D
E
F
5
12
2.5
124X6(F3)
1.5X4
3X4
4X8
2X6
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block length = 2.715'
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Left bottom chord exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 647 /-/-/529 /261 /219
E 405 /-/-/366 /176 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 3.6 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 245 -741
Chords Tens.Comp.
C - D 244 -635
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 605 -297
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - D 642 -295
Webs Tens.Comp.
D - E 265 -482
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.013 C 999 360
VERT(CL):0.024 C 999 240
HORZ(LL):-0.005 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.164
Max Web CSI:0.145
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T32
Ply: 1
Qty:6
SEQN:196826 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T22 /
DrwNo:347.21.0852.51632
SSB /FV 12/13/2021
7'7"9
4'6"4
4'6"4
7'2"1
2'7"12
7'7"9
5"8
7"10
7"10
4'8"
4'0"6
7'2"1
2'6"
7'7"9
5"8
2'1"6
7"11
6"3 2'1'8"51'4"53'8"54'3"158'1"
10'1"
A
B
C
D
EF
G
5
12
2.5
124X6(F3)
1.5X4
3X4
4X7
2X6
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Lt Slider: 2x4 SP #2; block length = 2.715'
Rt Bearing Leg: 2x6 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Left bottom chord exposed to wind.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 647 /-/-/529 /261 /219
E 405 /-/-/366 /176 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 3.6 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 245 -741
Chords Tens.Comp.
C - D 244 -635
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 605 -297
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - D 642 -295
Webs Tens.Comp.
D - E 265 -482
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.013 C 999 360
VERT(CL):0.024 C 999 240
HORZ(LL):-0.005 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.164
Max Web CSI:0.145
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T32
Ply: 1
Qty:6
SEQN:196826 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T22 /
DrwNo:347.21.0852.51632
SSB /FV 12/13/2021
7'7"9
4'6"4
4'6"4
7'2"1
2'7"12
7'7"9
5"8
7"10
7"10
4'8"
4'0"6
7'2"1
2'6"
7'7"9
5"8
2'1"6
7"11
6"3 2'1'8"51'4"53'8"54'3"158'1"
10'1"
A
B
C
D
EF
G
5
12
2.5
124X6(F3)
1.5X4
3X4
4X7
2X6
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.11 to 93 plf at 3.44
TC: From 46 plf at 3.44 to 46 plf at 17.23
TC: From 93 plf at 17.23 to 93 plf at 22.78
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 3.47
BC: From 10 plf at 3.47 to 10 plf at 17.20
BC: From 20 plf at 17.20 to 20 plf at 20.67
BC: From 4 plf at 20.67 to 4 plf at 22.78
TC: 228 lb Conc. Load at 3.47,17.20
TC: 97 lb Conc. Load at 5.17, 7.17, 9.17,11.17
13.17,15.17
BC: 88 lb Conc. Load at 3.47,17.20
BC: 58 lb Conc. Load at 5.17, 7.17, 9.17,11.17
13.17,15.17
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1763 /-/-/-/771 /-
O 1748 /-/-/-/763 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
O Brg Width = 7.6 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1230 -2856
C - D 1753 -4043
D - E 1956 -4495
Chords Tens.Comp.
E - F 1956 -4495
F - G 1741 -4018
G - H 1213 -2821
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 2524 -1080
N - M 2522 -1070
M - L 4140 -1809
Chords Tens.Comp.
L - K 4117 -1798
K - J 2490 -1054
J - H 2492 -1064
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 1692 -760
M - D 324 -567
D - L 399 -165
Webs Tens.Comp.
L - F 425 -178
F - K 326 -575
K - G 1700 -764
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.258 E 949 360
VERT(CL):0.471 E 521 240
HORZ(LL):0.048 C - -
HORZ(TL):0.087 C - -
Creep Factor: 2.0
Max TC CSI:0.881
Max BC CSI:0.594
Max Web CSI:0.384
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T33
Ply: 1
Qty:1
SEQN:196871 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T47 /
DrwNo:347.21.0852.51382
SSB /FV 12/13/2021
T2
20'8"
3'5"4
3'5"4
7'1"4
3'8"
10'4"
3'2"12
13'6"12
3'2"12
17'2"12
3'8"
20'8"
3'5"4
3'7"
3'7"
6'9"12
3'2"12
10'4"
3'6"4
13'10"4
3'6"4
17'1"
3'2"12
20'8"
3'7"2'1"6 2'1"6
6"31'11"62'7"8'1"A
B
C D E F G
H
IJKLMNO
5
12
4X6(B2)
5X8
1.5X4 4X5
3X4 1.5X4
H0510
3X4
4X5 1.5X4
5X8
4X6(B2)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E; T2 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.11 to 93 plf at 3.44
TC: From 46 plf at 3.44 to 46 plf at 17.23
TC: From 93 plf at 17.23 to 93 plf at 22.78
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 3.47
BC: From 10 plf at 3.47 to 10 plf at 17.20
BC: From 20 plf at 17.20 to 20 plf at 20.67
BC: From 4 plf at 20.67 to 4 plf at 22.78
TC: 228 lb Conc. Load at 3.47,17.20
TC: 97 lb Conc. Load at 5.17, 7.17, 9.17,11.17
13.17,15.17
BC: 88 lb Conc. Load at 3.47,17.20
BC: 58 lb Conc. Load at 5.17, 7.17, 9.17,11.17
13.17,15.17
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1763 /-/-/-/771 /-
O 1748 /-/-/-/763 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
O Brg Width = 7.6 Min Req =1.5
Bearings B & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1230 -2856
C - D 1753 -4043
D - E 1956 -4495
Chords Tens.Comp.
E - F 1956 -4495
F - G 1741 -4018
G - H 1213 -2821
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 2524 -1080
N - M 2522 -1070
M - L 4140 -1809
Chords Tens.Comp.
L - K 4117 -1798
K - J 2490 -1054
J - H 2492 -1064
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 1692 -760
M - D 324 -567
D - L 399 -165
Webs Tens.Comp.
L - F 425 -178
F - K 326 -575
K - G 1700 -764
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.258 E 949 360
VERT(CL):0.471 E 521 240
HORZ(LL):0.048 C - -
HORZ(TL):0.087 C - -
Creep Factor: 2.0
Max TC CSI:0.881
Max BC CSI:0.594
Max Web CSI:0.384
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T33
Ply: 1
Qty:1
SEQN:196871 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T47 /
DrwNo:347.21.0852.51382
SSB /FV 12/13/2021
T2
20'8"
3'5"4
3'5"4
7'1"4
3'8"
10'4"
3'2"12
13'6"12
3'2"12
17'2"12
3'8"
20'8"
3'5"4
3'7"
3'7"
6'9"12
3'2"12
10'4"
3'6"4
13'10"4
3'6"4
17'1"
3'2"12
20'8"
3'7"2'1"6 2'1"6
6"31'11"62'7"8'1"A
B
C D E F G
H
IJKLMNO
5
12
4X6(B2)
5X8
1.5X4 4X5
3X4 1.5X4
H0510
3X4
4X5 1.5X4
5X8
4X6(B2)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1362 /-/-/781 /539 /158
K 1362 /-/-/781 /539 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
K Brg Width = 7.6 Min Req =1.6
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 777 -2018
C - D 1001 -2368
Chords Tens.Comp.
D - E 1001 -2368
E - F 777 -2018
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1753 -589
J - I 1755 -585
Chords Tens.Comp.
I - H 1755 -585
H - F 1753 -589
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 687 -336
D - I 285 -490
Webs Tens.Comp.
I - E 687 -336
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.139 D 999 360
VERT(CL):0.254 D 964 240
HORZ(LL):0.045 F - -
HORZ(TL):0.082 F - -
Creep Factor: 2.0
Max TC CSI:0.839
Max BC CSI:0.958
Max Web CSI:0.161
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T34
Ply: 1
Qty:1
SEQN:196875 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T33 /
DrwNo:347.21.0852.52085
SSB /FV 12/13/2021
20'8"
5'5"4
5'5"4
10'4"
4'10"12
15'2"12
4'10"12
20'8"
5'5"4
5'7"
5'7"
10'4"
4'9"
15'1"
4'9"
20'8"
5'7"2'1"6 2'1"6
6"32'9"63'5"8'1"A
B
C D E
F
GHIJK
5
12
4X4(B1)
4X7
1.5X4
1.5X4
5X8 1.5X4
4X7
4X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1362 /-/-/781 /539 /158
K 1362 /-/-/781 /539 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
K Brg Width = 7.6 Min Req =1.6
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 777 -2018
C - D 1001 -2368
Chords Tens.Comp.
D - E 1001 -2368
E - F 777 -2018
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1753 -589
J - I 1755 -585
Chords Tens.Comp.
I - H 1755 -585
H - F 1753 -589
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 687 -336
D - I 285 -490
Webs Tens.Comp.
I - E 687 -336
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.139 D 999 360
VERT(CL):0.254 D 964 240
HORZ(LL):0.045 F - -
HORZ(TL):0.082 F - -
Creep Factor: 2.0
Max TC CSI:0.839
Max BC CSI:0.958
Max Web CSI:0.161
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T34
Ply: 1
Qty:1
SEQN:196875 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T33 /
DrwNo:347.21.0852.52085
SSB /FV 12/13/2021
20'8"
5'5"4
5'5"4
10'4"
4'10"12
15'2"12
4'10"12
20'8"
5'5"4
5'7"
5'7"
10'4"
4'9"
15'1"
4'9"
20'8"
5'7"2'1"6 2'1"6
6"32'9"63'5"8'1"A
B
C D E
F
GHIJK
5
12
4X4(B1)
4X7
1.5X4
1.5X4
5X8 1.5X4
4X7
4X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1362 /-/-/789 /538 /190
J 1362 /-/-/789 /538 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
J Brg Width = 7.6 Min Req =1.6
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 733 -1924
C - D 755 -1667
Chords Tens.Comp.
D - E 733 -1924
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1646 -524
I - H 1650 -521
Chords Tens.Comp.
H - G 1650 -521
G - E 1646 -524
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.090 H 999 360
VERT(CL):0.165 H 999 240
HORZ(LL):0.034 E - -
HORZ(TL):0.063 E - -
Creep Factor: 2.0
Max TC CSI:0.931
Max BC CSI:0.644
Max Web CSI:0.057
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T35
Ply: 1
Qty:1
SEQN:196879 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T34 /
DrwNo:347.21.0852.52664
SSB /FV 12/13/2021
20'8"
7'5"4
7'5"4
13'2"12
5'9"8
20'8"
7'5"4
7'7"
7'7"
10'4"
2'9"
13'1"
2'9"
20'8"
7'7"2'1"6 2'1"6
6"33'7"64'3"8'1"A
B
C D
E
FGHIJ
5
12
3X5(B1)
5X8
1.5X4 5X5 1.5X4
5X8
3X5(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1362 /-/-/789 /538 /190
J 1362 /-/-/789 /538 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
J Brg Width = 7.6 Min Req =1.6
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 733 -1924
C - D 755 -1667
Chords Tens.Comp.
D - E 733 -1924
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1646 -524
I - H 1650 -521
Chords Tens.Comp.
H - G 1650 -521
G - E 1646 -524
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.090 H 999 360
VERT(CL):0.165 H 999 240
HORZ(LL):0.034 E - -
HORZ(TL):0.063 E - -
Creep Factor: 2.0
Max TC CSI:0.931
Max BC CSI:0.644
Max Web CSI:0.057
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T35
Ply: 1
Qty:1
SEQN:196879 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T34 /
DrwNo:347.21.0852.52664
SSB /FV 12/13/2021
20'8"
7'5"4
7'5"4
13'2"12
5'9"8
20'8"
7'5"4
7'7"
7'7"
10'4"
2'9"
13'1"
2'9"
20'8"
7'7"2'1"6 2'1"6
6"33'7"64'3"8'1"A
B
C D
E
FGHIJ
5
12
3X5(B1)
5X8
1.5X4 5X5 1.5X4
5X8
3X5(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1362 /-/-/788 /536 /222
L 1362 /-/-/788 /536 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 7.6 Min Req =1.6
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 774 -2022
C - D 646 -1520
D - E 660 -1394
Chords Tens.Comp.
E - F 646 -1520
F - G 774 -2022
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1760 -590
K - J 1759 -593
Chords Tens.Comp.
J - I 1759 -593
I - G 1760 -590
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 258 -470
Webs Tens.Comp.
J - F 258 -470
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.105 J 999 360
VERT(CL):0.192 J 999 240
HORZ(LL):0.045 G - -
HORZ(TL):0.083 G - -
Creep Factor: 2.0
Max TC CSI:0.826
Max BC CSI:0.837
Max Web CSI:0.248
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T36
Ply: 1
Qty:1
SEQN:196902 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T39 /
DrwNo:347.21.0852.52834
SSB /FV 12/13/2021
20'8"
5'3"8
5'3"8
9'5"4
4'1"12
11'2"12
1'9"8
15'4"8
4'1"12
20'8"
5'3"8
5'1"12
5'1"12
10'4"
5'2"4
15'6"4
5'2"4
20'8"
5'1"122'1"6 2'1"6
6"34'5"65'1"8'1"A
B
C
D E
F
G
HIJKL
5
12
4X4(B1)1.5X4
3X4
4X4
5X10
4X4
3X4
1.5X4 4X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1362 /-/-/788 /536 /222
L 1362 /-/-/788 /536 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 7.6 Min Req =1.6
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 774 -2022
C - D 646 -1520
D - E 660 -1394
Chords Tens.Comp.
E - F 646 -1520
F - G 774 -2022
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1760 -590
K - J 1759 -593
Chords Tens.Comp.
J - I 1759 -593
I - G 1760 -590
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 258 -470
Webs Tens.Comp.
J - F 258 -470
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.105 J 999 360
VERT(CL):0.192 J 999 240
HORZ(LL):0.045 G - -
HORZ(TL):0.083 G - -
Creep Factor: 2.0
Max TC CSI:0.826
Max BC CSI:0.837
Max Web CSI:0.248
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T36
Ply: 1
Qty:1
SEQN:196902 /HIPS
FROM:
Cust: R 761 JRef:1Xbb7610005 T39 /
DrwNo:347.21.0852.52834
SSB /FV 12/13/2021
20'8"
5'3"8
5'3"8
9'5"4
4'1"12
11'2"12
1'9"8
15'4"8
4'1"12
20'8"
5'3"8
5'1"12
5'1"12
10'4"
5'2"4
15'6"4
5'2"4
20'8"
5'1"122'1"6 2'1"6
6"34'5"65'1"8'1"A
B
C
D E
F
G
HIJKL
5
12
4X4(B1)1.5X4
3X4
4X4
5X10
4X4
3X4
1.5X4 4X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2700f-2.2E; T2,
T4 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Attic room loading from 5-3-8 to 15-4-8: Live Load: 30
PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0
PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1715 /-/-/786 /536 /237
Q 1715 /-/-/786 /536 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
Q Brg Width = 7.6 Min Req =1.5
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 2683 -418
D - E 1963 -3162
G - H 3006 -481
Chords Tens.Comp.
B - C 734 -2584
H - I 2683 -418
I - J 734 -2584
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2315 -577
P - O 2357 -582
O - N 2104 -443
Chords Tens.Comp.
N - M 2104 -443
M - L 2357 -582
L - J 2315 -577
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 75 -621
C - O 195 -397
O - D 1008 -23
E - G 736 -2461
Webs Tens.Comp.
H - M 1008 -23
M - I 216 -397
I - L 77 -621
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.188 D 999 360
VERT(CL):0.328 D 745 240
HORZ(LL):0.068 D - -
HORZ(TL):0.123 D - -
Creep Factor: 2.0
Max TC CSI:0.574
Max BC CSI:0.478
Max Web CSI:0.260
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T37
Ply: 1
Qty:6
SEQN:196899 /COMN
FROM:
Cust: R 761 JRef:1Xbb7610005 T40 /
DrwNo:347.21.0852.52131
SSB /FV 12/13/2021
T2 T4B2
10'1"3'4"420'8"
8'8"1
8'8"1
10'4"
1'7"15
11'11"15
1'7"15
20'8"
8'8"1
2'9"12
2'9"12
10'4"
7'6"4
17'10"4
7'6"4
20'8"
2'9"122'1"6
6"33'9"121'7"94'9"145'5"88'1"A
B
C
D
E
F
G
H
I
J
KLMNOPQ
5
12
3X6(A1)
1.5X4
10X10 3X3
3X3
4X6
1.5X4(**)
3X4
3X12
3X4
H0510
3X12
3X4 1.5X4(**)
4X6
3X3 3X3
10X10
1.5X4
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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2700f-2.2E; T2,
T4 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Loading
Attic room loading from 5-3-8 to 15-4-8: Live Load: 30
PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls: 0
PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1715 /-/-/786 /536 /237
Q 1715 /-/-/786 /536 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
Q Brg Width = 7.6 Min Req =1.5
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 2683 -418
D - E 1963 -3162
G - H 3006 -481
Chords Tens.Comp.
B - C 734 -2584
H - I 2683 -418
I - J 734 -2584
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2315 -577
P - O 2357 -582
O - N 2104 -443
Chords Tens.Comp.
N - M 2104 -443
M - L 2357 -582
L - J 2315 -577
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 75 -621
C - O 195 -397
O - D 1008 -23
E - G 736 -2461
Webs Tens.Comp.
H - M 1008 -23
M - I 216 -397
I - L 77 -621
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.188 D 999 360
VERT(CL):0.328 D 745 240
HORZ(LL):0.068 D - -
HORZ(TL):0.123 D - -
Creep Factor: 2.0
Max TC CSI:0.574
Max BC CSI:0.478
Max Web CSI:0.260
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T37
Ply: 1
Qty:6
SEQN:196899 /COMN
FROM:
Cust: R 761 JRef:1Xbb7610005 T40 /
DrwNo:347.21.0852.52131
SSB /FV 12/13/2021
T2 T4B2
10'1"3'4"420'8"
8'8"1
8'8"1
10'4"
1'7"15
11'11"15
1'7"15
20'8"
8'8"1
2'9"12
2'9"12
10'4"
7'6"4
17'10"4
7'6"4
20'8"
2'9"122'1"6
6"33'9"121'7"94'9"145'5"88'1"A
B
C
D
E
F
G
H
I
J
KLMNOPQ
5
12
3X6(A1)
1.5X4
10X10 3X3
3X3
4X6
1.5X4(**)
3X4
3X12
3X4
H0510
3X12
3X4 1.5X4(**)
4X6
3X3 3X3
10X10
1.5X4
3X6(A1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2700f-2.2E; T2,T4 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Attic room loading from 4-11-14 to 15-0-14: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1492 /-/-/593 /437 /205
P 1704 /-/-/780 /535 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
P Brg Width = 7.6 Min Req =1.5
Bearings A & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 913 -2364
A - B 734 -2497
B - C 669 -2564
D - E 1443 -232
Chords Tens.Comp.
E - F 1445 -232
F - G 902 -2363
G - H 670 -2575
H - I 752 -2675
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - O 2256 -584
O - N 2298 -589
N - M 2078 -435
Chords Tens.Comp.
M - L 2078 -435
L - K 2465 -604
K - I 2432 -600
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - B 81 -657
B - N 213 -397
N - C 921 -13
D - F 984 -3642
Webs Tens.Comp.
G - L 961 -18
L - H 242 -559
H - K 86 -550
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.435 G 553 360
VERT(CL):0.713 G 337 240
HORZ(LL):-0.180 G - -
HORZ(TL):0.298 G - -
Creep Factor: 2.0
Max TC CSI:0.995
Max BC CSI:0.614
Max Web CSI:0.243
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T38
Ply: 1
Qty:5
SEQN:196891 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T44 /
DrwNo:347.21.0852.52241
SSB /FV 12/13/2021
T2 T4
B2
10'1"1'7"94'1"10 4'1"103'4"420'4"6
2'7"14
2'7"14
4'11"14
2'4"
8'4"7
3'4"9
10'0"6
1'7"15
11'8"5
1'7"15
15'0"14
3'4"9
17'4"14
2'4"
20'4"6
2'11"8
2'6"2
2'6"2
4'8"6
2'2"4
10'0"6
5'4"
15'4"6
5'4"
17'6"10
2'2"4
20'4"6
2'9"12
7"11 6"33'9"121'11"64'9"145'5"88'1"
A
B
C
D
E
F
G
H
I
JKLMNOP
5 12
4X4(B1)
1.5X4
3X4
4X5
4X4
3X4
4X16
3X4
SS0514
4X16
3X4
4X4
4X5
3X4
1.5X4
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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2700f-2.2E; T2,T4 2x4 SP #2;
Bot chord: 2x6 SP 2400f-2.0E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Attic room loading from 4-11-14 to 15-0-14: Live Load:
30 PSF. Dead Load: 5 PSF Ceiling: 0 PSF, Kneewalls:
0 PSF
Purlins
Collar-tie braced with continuous lateral bracing at 24"
oc. or rigid ceiling.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1492 /-/-/593 /437 /205
P 1704 /-/-/780 /535 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
P Brg Width = 7.6 Min Req =1.5
Bearings A & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 913 -2364
A - B 734 -2497
B - C 669 -2564
D - E 1443 -232
Chords Tens.Comp.
E - F 1445 -232
F - G 902 -2363
G - H 670 -2575
H - I 752 -2675
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - O 2256 -584
O - N 2298 -589
N - M 2078 -435
Chords Tens.Comp.
M - L 2078 -435
L - K 2465 -604
K - I 2432 -600
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - B 81 -657
B - N 213 -397
N - C 921 -13
D - F 984 -3642
Webs Tens.Comp.
G - L 961 -18
L - H 242 -559
H - K 86 -550
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE, 18SS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.435 G 553 360
VERT(CL):0.713 G 337 240
HORZ(LL):-0.180 G - -
HORZ(TL):0.298 G - -
Creep Factor: 2.0
Max TC CSI:0.995
Max BC CSI:0.614
Max Web CSI:0.243
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T38
Ply: 1
Qty:5
SEQN:196891 /SPEC
FROM:
Cust: R 761 JRef:1Xbb7610005 T44 /
DrwNo:347.21.0852.52241
SSB /FV 12/13/2021
T2 T4
B2
10'1"1'7"94'1"10 4'1"103'4"420'4"6
2'7"14
2'7"14
4'11"14
2'4"
8'4"7
3'4"9
10'0"6
1'7"15
11'8"5
1'7"15
15'0"14
3'4"9
17'4"14
2'4"
20'4"6
2'11"8
2'6"2
2'6"2
4'8"6
2'2"4
10'0"6
5'4"
15'4"6
5'4"
17'6"10
2'2"4
20'4"6
2'9"12
7"11 6"33'9"121'11"64'9"145'5"88'1"
A
B
C
D
E
F
G
H
I
JKLMNOP
5 12
4X4(B1)
1.5X4
3X4
4X5
4X4
3X4
4X16
3X4
SS0514
4X16
3X4
4X4
4X5
3X4
1.5X4
3X6(A1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 469 /-/-/308 /228 /278
E 738 /-/-/420 /271 /-
Wind reactions based on MWFRS
D Brg Width = 3.5 Min Req =1.5
E Brg Width = 7.6 Min Req =1.5
Bearings D & B are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.028 B 999 360
VERT(CL):0.052 B 999 240
HORZ(LL):-0.023 B - -
HORZ(TL):0.042 B - -
Creep Factor: 2.0
Max TC CSI:0.693
Max BC CSI:0.539
Max Web CSI:0.313
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T39
Ply: 1
Qty:4
SEQN:196888 /MONO
FROM:
Cust: R 761 JRef:1Xbb7610005 T46 /
DrwNo:347.21.0852.52288
SSB /FV 12/13/2021
8'11"8
8'11"8
8'11"8 2'1"64'3"6"3 4'10"108'1"
A
B
CDE
5
12
2X4
1.5X6
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 469 /-/-/308 /228 /278
E 738 /-/-/420 /271 /-
Wind reactions based on MWFRS
D Brg Width = 3.5 Min Req =1.5
E Brg Width = 7.6 Min Req =1.5
Bearings D & B are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.028 B 999 360
VERT(CL):0.052 B 999 240
HORZ(LL):-0.023 B - -
HORZ(TL):0.042 B - -
Creep Factor: 2.0
Max TC CSI:0.693
Max BC CSI:0.539
Max Web CSI:0.313
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:T39
Ply: 1
Qty:4
SEQN:196888 /MONO
FROM:
Cust: R 761 JRef:1Xbb7610005 T46 /
DrwNo:347.21.0852.52288
SSB /FV 12/13/2021
8'11"8
8'11"8
8'11"8 2'1"64'3"6"3 4'10"108'1"
A
B
CDE
5
12
2X4
1.5X6
2X4(A1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/42 /23 /5
Wind reactions based on MWFRS
D Brg Wid = 46.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.19 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.006 A 999 360
VERT(CL):0.011 A 999 240
HORZ(LL):-0.002 A - -
HORZ(TL):0.004 A - -
Creep Factor: 2.0
Max TC CSI:0.090
Max BC CSI:0.140
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V1
Ply: 1
Qty:1
SEQN:196653 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T62
DrwNo:347.21.0847.05357
SSB /WHK 12/13/2021
3'10"13
1'11"6
1'11"6
3'10"13
1'11"6
3'10"13
3'10"13
0"410"14'7"6
A
B
C
D
5
12
3X4(D1)
3X4
3X4(D1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/42 /23 /5
Wind reactions based on MWFRS
D Brg Wid = 46.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.19 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.006 A 999 360
VERT(CL):0.011 A 999 240
HORZ(LL):-0.002 A - -
HORZ(TL):0.004 A - -
Creep Factor: 2.0
Max TC CSI:0.090
Max BC CSI:0.140
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V1
Ply: 1
Qty:1
SEQN:196653 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T62
DrwNo:347.21.0847.05357
SSB /WHK 12/13/2021
3'10"13
1'11"6
1'11"6
3'10"13
1'11"6
3'10"13
3'10"13
0"410"14'7"6
A
B
C
D
5
12
3X4(D1)
3X4
3X4(D1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*112 /-/-/48 /33 /6
Wind reactions based on MWFRS
E Brg Wid = 94.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 202 -454
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 C 999 360
VERT(CL):0.021 C 999 240
HORZ(LL):-0.004 C - -
HORZ(TL):0.008 C - -
Creep Factor: 2.0
Max TC CSI:0.243
Max BC CSI:0.186
Max Web CSI:0.050
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V2
Ply: 1
Qty:1
SEQN:196654 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T64
DrwNo:347.21.0847.06413
SSB /WHK 12/13/2021
7'10"13
3'11"6
3'11"6
7'10"13
3'11"6
3'11"6
3'11"6
7'10"13
3'11"6
0"41'8"13'9"6
A
B
C
D
E
5
12
3X4(D1)
4X4
1.5X4
3X4(D1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*112 /-/-/48 /33 /6
Wind reactions based on MWFRS
E Brg Wid = 94.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 202 -454
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 C 999 360
VERT(CL):0.021 C 999 240
HORZ(LL):-0.004 C - -
HORZ(TL):0.008 C - -
Creep Factor: 2.0
Max TC CSI:0.243
Max BC CSI:0.186
Max Web CSI:0.050
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V2
Ply: 1
Qty:1
SEQN:196654 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T64
DrwNo:347.21.0847.06413
SSB /WHK 12/13/2021
7'10"13
3'11"6
3'11"6
7'10"13
3'11"6
3'11"6
3'11"6
7'10"13
3'11"6
0"41'8"13'9"6
A
B
C
D
E
5
12
3X4(D1)
4X4
1.5X4
3X4(D1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*112 /-/-/50 /37 /7
Wind reactions based on MWFRS
E Brg Wid = 142 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 723 -276
Chords Tens.Comp.
B - C 723 -276
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 324 -593
Chords Tens.Comp.
D - C 324 -593
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 428 -908
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 A 999 360
VERT(CL):0.080 A 999 240
HORZ(LL):-0.013 C - -
HORZ(TL):0.025 C - -
Creep Factor: 2.0
Max TC CSI:0.677
Max BC CSI:0.434
Max Web CSI:0.116
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V3
Ply: 1
Qty:1
SEQN:196867 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T65
DrwNo:347.21.0847.07543
SSB /WHK 12/13/2021
11'10"13
5'11"6
5'11"6
11'10"13
5'11"6
5'11"6
5'11"6
11'10"13
5'11"6
0"42'6"12'11"6
A
B
C
D
E
5
12
3X4(D1)
4X4
5X5
3X4(D1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
E*112 /-/-/50 /37 /7
Wind reactions based on MWFRS
E Brg Wid = 142 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 723 -276
Chords Tens.Comp.
B - C 723 -276
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - D 324 -593
Chords Tens.Comp.
D - C 324 -593
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - D 428 -908
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 A 999 360
VERT(CL):0.080 A 999 240
HORZ(LL):-0.013 C - -
HORZ(TL):0.025 C - -
Creep Factor: 2.0
Max TC CSI:0.677
Max BC CSI:0.434
Max Web CSI:0.116
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V3
Ply: 1
Qty:1
SEQN:196867 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T65
DrwNo:347.21.0847.07543
SSB /WHK 12/13/2021
11'10"13
5'11"6
5'11"6
11'10"13
5'11"6
5'11"6
5'11"6
11'10"13
5'11"6
0"42'6"12'11"6
A
B
C
D
E
5
12
3X4(D1)
4X4
5X5
3X4(D1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/52 /24 /16
Wind reactions based on MWFRS
D Brg Wid = 25.1 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 B 999 360
VERT(CL):0.016 B 999 240
HORZ(LL):0.003 B - -
HORZ(TL):0.005 B - -
Creep Factor: 2.0
Max TC CSI:0.049
Max BC CSI:0.139
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V4
Ply: 1
Qty:1
SEQN:196864 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T35
DrwNo:347.21.0847.08567
SSB /WHK 12/13/2021
2'1"2
2'1"2
2'1"2
0"4 10"1211'0"11
A
B
CD
5
12
3X4(D1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/52 /24 /16
Wind reactions based on MWFRS
D Brg Wid = 25.1 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 B 999 360
VERT(CL):0.016 B 999 240
HORZ(LL):0.003 B - -
HORZ(TL):0.005 B - -
Creep Factor: 2.0
Max TC CSI:0.049
Max BC CSI:0.139
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V4
Ply: 1
Qty:1
SEQN:196864 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T35
DrwNo:347.21.0847.08567
SSB /WHK 12/13/2021
2'1"2
2'1"2
2'1"2
0"4 10"1211'0"11
A
B
CD
5
12
3X4(D1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/61 /34 /20
Wind reactions based on MWFRS
D Brg Wid = 49.1 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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 A - -
HORZ(TL):0.008 A - -
Creep Factor: 2.0
Max TC CSI:0.276
Max BC CSI:0.226
Max Web CSI:0.034
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V5
Ply: 1
Qty:1
SEQN:196658 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T61
DrwNo:347.21.0847.09630
SSB /WHK 12/13/2021
4'1"2
4'1"2
4'1"2
0"4 1'8"1210'2"11
A
B
CD
5
12
3X4(D1)
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/61 /34 /20
Wind reactions based on MWFRS
D Brg Wid = 49.1 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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 A - -
HORZ(TL):0.008 A - -
Creep Factor: 2.0
Max TC CSI:0.276
Max BC CSI:0.226
Max Web CSI:0.034
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V5
Ply: 1
Qty:1
SEQN:196658 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T61
DrwNo:347.21.0847.09630
SSB /WHK 12/13/2021
4'1"2
4'1"2
4'1"2
0"4 1'8"1210'2"11
A
B
CD
5
12
3X4(D1)
1.5X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/64 /37 /22
Wind reactions based on MWFRS
D Brg Wid = 73.1 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.015 A - -
HORZ(TL):0.029 A - -
Creep Factor: 2.0
Max TC CSI:0.654
Max BC CSI:0.467
Max Web CSI:0.128
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V6
Ply: 1
Qty:1
SEQN:196659 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T63
DrwNo:347.21.0847.10600
SSB /WHK 12/13/2021
6'1"2
6'1"2
6'1"2
0"4 2'6"129'4"11
A
B
CD
5
12
3X4(D1)
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 for
valley details.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*112 /-/-/64 /37 /22
Wind reactions based on MWFRS
D Brg Wid = 73.1 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.015 A - -
HORZ(TL):0.029 A - -
Creep Factor: 2.0
Max TC CSI:0.654
Max BC CSI:0.467
Max Web CSI:0.128
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:V6
Ply: 1
Qty:1
SEQN:196659 VAL
FROM:
Cust: R 761 JRef:1Xbb7610005 T63
DrwNo:347.21.0847.10600
SSB /WHK 12/13/2021
6'1"2
6'1"2
6'1"2
0"4 2'6"129'4"11
A
B
CD
5
12
3X4(D1)
1.5X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 621 /-/-/430 /211 /213
D 127 /-/-/69 /-/-
C 264 /-/-/146 /178 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.011 B - -
HORZ(TL):0.020 B - -
Creep Factor: 2.0
Max TC CSI:0.951
Max BC CSI:0.499
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J1
Ply: 1
Qty:31
SEQN:196650 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T16
DrwNo:347.21.0847.11733
SSB /WHK 12/13/2021
6'9"4
6'9"42'1"6
6"3 3'4"13'11"118'1"
11'1"9
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 621 /-/-/430 /211 /213
D 127 /-/-/69 /-/-
C 264 /-/-/146 /178 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.011 B - -
HORZ(TL):0.020 B - -
Creep Factor: 2.0
Max TC CSI:0.951
Max BC CSI:0.499
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J1
Ply: 1
Qty:31
SEQN:196650 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T16
DrwNo:347.21.0847.11733
SSB /WHK 12/13/2021
6'9"4
6'9"42'1"6
6"3 3'4"13'11"118'1"
11'1"9
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 621 /-/-/430 /211 /213
E 94 /-/-/52 /-/-
D 280 /-/-/161 /174 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.176 F 454 360
VERT(CL):0.319 F 250 240
HORZ(LL):0.080 C - -
HORZ(TL):0.144 C - -
Creep Factor: 2.0
Max TC CSI:0.558
Max BC CSI:0.266
Max Web CSI:0.093
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J1T
Ply: 1
Qty:4
SEQN:196686 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T37
DrwNo:347.21.0847.12727
SSB /WHK 12/13/2021
2'5"2
2'5"2
6'9"4
4'4"2
2'8"6
2'8"6
6'9"4
4'0"142'1"6
6"3 6"2'10"13'4"13'11"118'1"
8'7"
11'1"9
A
B
C
D
E
FGH
5 12
3X4(B1)3X3
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 621 /-/-/430 /211 /213
E 94 /-/-/52 /-/-
D 280 /-/-/161 /174 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.176 F 454 360
VERT(CL):0.319 F 250 240
HORZ(LL):0.080 C - -
HORZ(TL):0.144 C - -
Creep Factor: 2.0
Max TC CSI:0.558
Max BC CSI:0.266
Max Web CSI:0.093
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J1T
Ply: 1
Qty:4
SEQN:196686 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T37
DrwNo:347.21.0847.12727
SSB /WHK 12/13/2021
2'5"2
2'5"2
6'9"4
4'4"2
2'8"6
2'8"6
6'9"4
4'0"142'1"6
6"3 6"2'10"13'4"13'11"118'1"
8'7"
11'1"9
A
B
C
D
E
FGH
5 12
3X4(B1)3X3
1.5X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 467 /-/-/350 /171 /128
D 58 /-/-/31 /1 /-
C 97 /-/-/45 /75 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 B - -
HORZ(TL):0.004 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.093
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J2
Ply: 1
Qty:10
SEQN:196651 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T42
DrwNo:347.21.0847.13800
SSB /WHK 12/13/2021
3'5"4
3'5"42'1"6
6"3 1'11"62'7"8'1"
9'8"14
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 467 /-/-/350 /171 /128
D 58 /-/-/31 /1 /-
C 97 /-/-/45 /75 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 B - -
HORZ(TL):0.004 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.093
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J2
Ply: 1
Qty:10
SEQN:196651 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T42
DrwNo:347.21.0847.13800
SSB /WHK 12/13/2021
3'5"4
3'5"42'1"6
6"3 1'11"62'7"8'1"
9'8"14
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 554 /-/-/393 /192 /179
D 101 /-/-/55 /-/-
C 200 /-/-/108 /139 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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:0.561
Max BC CSI:0.151
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J3
Ply: 1
Qty:3
SEQN:196849 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T54
DrwNo:347.21.0847.14803
SSB /WHK 12/13/2021
5'5"4
5'5"42'1"6
6"3 2'9"63'5"10'1"
12'6"14
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 554 /-/-/393 /192 /179
D 101 /-/-/55 /-/-
C 200 /-/-/108 /139 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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:0.561
Max BC CSI:0.151
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J3
Ply: 1
Qty:3
SEQN:196849 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T54
DrwNo:347.21.0847.14803
SSB /WHK 12/13/2021
5'5"4
5'5"42'1"6
6"3 2'9"63'5"10'1"
12'6"14
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.11 to 93 plf at 5.44
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.44
BC: 360 lb Conc. Load at 3.50
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (3) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 685 /-/-/-/292 /-
D 271 /-/-/-/63 /-
C 215 /-/-/-/111 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.008 B - -
HORZ(TL):0.014 B - -
Creep Factor: 2.0
Max TC CSI:0.700
Max BC CSI:0.657
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J3G
Ply: 1
Qty:1
SEQN:26591 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T41
DrwNo:347.21.0847.15743
SSB /WHK 12/13/2021
5'5"4
5'5"42'1"6
6"3 2'9"63'5"10'1"
12'6"14
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 93 plf at -2.11 to 93 plf at 5.44
BC: From 4 plf at -2.11 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.44
BC: 360 lb Conc. Load at 3.50
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (3) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 685 /-/-/-/292 /-
D 271 /-/-/-/63 /-
C 215 /-/-/-/111 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.008 B - -
HORZ(TL):0.014 B - -
Creep Factor: 2.0
Max TC CSI:0.700
Max BC CSI:0.657
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.11
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:J3G
Ply: 1
Qty:1
SEQN:26591 EJAC
FROM:
Cust: R 761 JRef:1Xbb7610005 T41
DrwNo:347.21.0847.15743
SSB /WHK 12/13/2021
5'5"4
5'5"42'1"6
6"3 2'9"63'5"10'1"
12'6"14
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 6-9-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
(3) 16d common (0.162"x3.5") nails at top chord
(3) 16d common (0.162"x3.5") nails at bottom chord
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 758 /-/-/-/330 /-
E 372 /-/0 /-/80 /0
D 386 /-/-/-/209 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 311 -844
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 760 -275
Chords Tens.Comp.
G - F 753 -279
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 306 -824
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.060 G 999 360
VERT(CL):0.109 G 999 240
HORZ(LL):-0.009 D - -
HORZ(TL):0.017 D - -
Creep Factor: 2.0
Max TC CSI:0.635
Max BC CSI:0.891
Max Web CSI:0.295
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K1
Ply: 1
Qty:2
SEQN:196663 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T17
DrwNo:347.21.0847.33943
SSB /WHK 12/13/2021
5'1"3
5'1"3
9'6"14
4'5"11
4'11"7
4'11"7
8'10"6
3'10"15
9'6"14
8"82'11"14
5"15 3'3"133'11"138'1"
11'1"5
A
B
C
D
EFG
3.54 12
2X4(A1)1.5X4
3X4
3X3
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 6-9-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
(3) 16d common (0.162"x3.5") nails at top chord
(3) 16d common (0.162"x3.5") nails at bottom chord
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 758 /-/-/-/330 /-
E 372 /-/0 /-/80 /0
D 386 /-/-/-/209 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 311 -844
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 760 -275
Chords Tens.Comp.
G - F 753 -279
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 306 -824
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.060 G 999 360
VERT(CL):0.109 G 999 240
HORZ(LL):-0.009 D - -
HORZ(TL):0.017 D - -
Creep Factor: 2.0
Max TC CSI:0.635
Max BC CSI:0.891
Max Web CSI:0.295
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K1
Ply: 1
Qty:2
SEQN:196663 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T17
DrwNo:347.21.0847.33943
SSB /WHK 12/13/2021
5'1"3
5'1"3
9'6"14
4'5"11
4'11"7
4'11"7
8'10"6
3'10"15
9'6"14
8"82'11"14
5"15 3'3"133'11"138'1"
11'1"5
A
B
C
D
EFG
3.54 12
2X4(A1)1.5X4
3X4
3X3
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(++) - This plate works for both joints covered.
Loading
Hipjack supports 6-9-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
(3) 16d common (0.162"x3.5") nails at top chord
(3) 16d common (0.162"x3.5") nails at bottom chord
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 823 /-/-/-/358 /-
G 325 /-/0 /-/61 /0
F 367 /-/-/-/200 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
G Brg Wid = 1.5
F Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 341 -953
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - K 1048 -404
K - I 885 -312
Chords Tens.Comp.
I - H 882 -321
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 175 -448
Webs Tens.Comp.
E - H 338 -926
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.053 H 999 360
VERT(CL):0.097 H 999 240
HORZ(LL):-0.021 F - -
HORZ(TL):0.038 F - -
Creep Factor: 2.0
Max TC CSI:0.634
Max BC CSI:0.712
Max Web CSI:0.146
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K1T
Ply: 1
Qty:1
SEQN:196683 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T60
DrwNo:347.21.0847.51423
SSB /WHK 12/13/2021
5'1"3
5'1"3
9'6"14
4'5"11
9"4
9"4
1'6"14
9"10
3'9"13
2'2"15
4'11"7
1'1"11
8'8"4
3'8"13
9'6"14
10"112'11"14
5"15 2'9"133'3"133'11"138'1"
8'7"
11'1"5
A
B C D
E
F
GHI
JKLM
3.54 12
2X4(A1)1.5X4(++)
3X3
1.5X6(++)
1.5X4
3X4
3X3
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
(++) - This plate works for both joints covered.
Loading
Hipjack supports 6-9-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Top chord overhangs have been checked only for
loads as indicated. Overhangs not checked for man
loads or long-term deflection.
(3) 16d common (0.162"x3.5") nails at top chord
(3) 16d common (0.162"x3.5") nails at bottom chord
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 823 /-/-/-/358 /-
G 325 /-/0 /-/61 /0
F 367 /-/-/-/200 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
G Brg Wid = 1.5
F Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 341 -953
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - K 1048 -404
K - I 885 -312
Chords Tens.Comp.
I - H 882 -321
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 175 -448
Webs Tens.Comp.
E - H 338 -926
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.053 H 999 360
VERT(CL):0.097 H 999 240
HORZ(LL):-0.021 F - -
HORZ(TL):0.038 F - -
Creep Factor: 2.0
Max TC CSI:0.634
Max BC CSI:0.712
Max Web CSI:0.146
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K1T
Ply: 1
Qty:1
SEQN:196683 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T60
DrwNo:347.21.0847.51423
SSB /WHK 12/13/2021
5'1"3
5'1"3
9'6"14
4'5"11
9"4
9"4
1'6"14
9"10
3'9"13
2'2"15
4'11"7
1'1"11
8'8"4
3'8"13
9'6"14
10"112'11"14
5"15 2'9"133'3"133'11"138'1"
8'7"
11'1"5
A
B C D
E
F
GHI
JKLM
3.54 12
2X4(A1)1.5X4(++)
3X3
1.5X6(++)
1.5X4
3X4
3X3
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x6 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 3-5-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 306 /-/-/-/140 /-
D 30 /-/-/11 /-/-
C 131 /-/-/-/70 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.176
Max BC CSI:0.058
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K2
Ply: 1
Qty:4
SEQN:196698 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T43
DrwNo:347.21.0847.53497
SSB /WHK 12/13/2021
4'10"5
4'10"52'11"14
5"15 1'11"22'7"212'1"
13'8"10
A
B
C
D
3.54 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x6 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 3-5-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 306 /-/-/-/140 /-
D 30 /-/-/11 /-/-
C 131 /-/-/-/70 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.176
Max BC CSI:0.058
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K2
Ply: 1
Qty:4
SEQN:196698 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T43
DrwNo:347.21.0847.53497
SSB /WHK 12/13/2021
4'10"5
4'10"52'11"14
5"15 1'11"22'7"212'1"
13'8"10
A
B
C
D
3.54 12
2X4(A1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 5-5-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
(3) 16d common (0.162"x3.5") nails at top chord
(3) 16d common (0.162"x3.5") nails at bottom chord
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 689 /-/-/-/311 /-
D 79 /-/-/35 /-/-
C 348 /-/-/-/192 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.809
Max BC CSI:0.277
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K3
Ply: 1
Qty:1
SEQN:196689 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T50
DrwNo:347.21.0848.01677
SSB /WHK 12/13/2021
7'8"4
7'8"42'11"14
5"15 2'9"23'5"210'1"
12'6"10
A
B
C
D
3.54 12
2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 5-5-4 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
(3) 16d common (0.162"x3.5") nails at top chord
(3) 16d common (0.162"x3.5") nails at bottom chord
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 689 /-/-/-/311 /-
D 79 /-/-/35 /-/-
C 348 /-/-/-/192 /-
Wind reactions based on MWFRS
B Brg Wid = 10.8 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.809
Max BC CSI:0.277
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:K3
Ply: 1
Qty:1
SEQN:196689 HIP_
FROM:
Cust: R 761 JRef:1Xbb7610005 T50
DrwNo:347.21.0848.01677
SSB /WHK 12/13/2021
7'8"4
7'8"42'11"14
5"15 2'9"23'5"210'1"
12'6"10
A
B
C
D
3.54 12
2X4(A1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 518 /-/-/438 /277 /67
D -/-36 /-/32 /31 /-
C -/-170 /-/132 /166 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.065
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C1
Ply: 1
Qty:8
SEQN:196644 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T12
DrwNo:347.21.0848.02987
SSB /WHK 12/13/2021
1'
1'2'1"6
6"3 11"31'6"1312'1"
12'8"11
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 518 /-/-/438 /277 /67
D -/-36 /-/32 /31 /-
C -/-170 /-/132 /166 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.065
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C1
Ply: 1
Qty:8
SEQN:196644 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T12
DrwNo:347.21.0848.02987
SSB /WHK 12/13/2021
1'
1'2'1"6
6"3 11"31'6"1312'1"
12'8"11
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
D 49 /-/-/25 /4 /-
C 70 /-/-/36 /59 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C2
Ply: 1
Qty:7
SEQN:196645 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T11
DrwNo:347.21.0848.04237
SSB /WHK 12/13/2021
3'
3'2'1"6
6"3 1'9"32'4"1312'1"
13'6"11
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
D 49 /-/-/25 /4 /-
C 70 /-/-/36 /59 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C2
Ply: 1
Qty:7
SEQN:196645 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T11
DrwNo:347.21.0848.04237
SSB /WHK 12/13/2021
3'
3'2'1"6
6"3 1'9"32'4"1312'1"
13'6"11
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
E 14 /-/-/20 /14 /-
D 77 /-/-/50 /42 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 G 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):0.004 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.093
Max Web CSI:0.014
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C2T
Ply: 1
Qty:1
SEQN:196672 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T55
DrwNo:347.21.0848.05880
SSB /WHK 12/13/2021
2'5"2
2'5"2
3'
6"14
2'8"6
2'8"6
3'
3"102'1"6
6"3 6"1'3"31'9"32'4"138'1"
8'7"
9'6"11
A
B
C D
EFGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
E 14 /-/-/20 /14 /-
D 77 /-/-/50 /42 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 G 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):0.004 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.093
Max Web CSI:0.014
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C2T
Ply: 1
Qty:1
SEQN:196672 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T55
DrwNo:347.21.0848.05880
SSB /WHK 12/13/2021
2'5"2
2'5"2
3'
6"14
2'8"6
2'8"6
3'
3"102'1"6
6"3 6"1'3"31'9"32'4"138'1"
8'7"
9'6"11
A
B
C D
EFGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
D 91 /-/-/49 /-/-
C 180 /-/-/95 /126 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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):0.005 B - -
Creep Factor: 2.0
Max TC CSI:0.502
Max BC CSI:0.242
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C3
Ply: 1
Qty:3
SEQN:196646 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T10
DrwNo:347.21.0848.07333
SSB /WHK 12/13/2021
5'
5'2'1"6
6"3 2'7"33'2"1310'1"
12'4"11
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
D 91 /-/-/49 /-/-
C 180 /-/-/95 /126 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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):0.005 B - -
Creep Factor: 2.0
Max TC CSI:0.502
Max BC CSI:0.242
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C3
Ply: 1
Qty:3
SEQN:196646 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T10
DrwNo:347.21.0848.07333
SSB /WHK 12/13/2021
5'
5'2'1"6
6"3 2'7"33'2"1310'1"
12'4"11
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
E 59 /-/-/34 /-/-
D 189 /-/-/105 /115 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 F 950 360
VERT(CL):0.111 F 528 240
HORZ(LL):0.027 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.480
Max BC CSI:0.103
Max Web CSI:0.050
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C3T
Ply: 1
Qty:1
SEQN:196675 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T56
DrwNo:347.21.0848.08460
SSB /WHK 12/13/2021
2'5"2
2'5"2
5'
2'6"14
2'8"6
2'8"6
5'
2'3"102'1"6
6"3 6"2'1"32'7"33'2"138'1"
8'7"
10'4"11
A
B
C
D
E
FGH
5
12
3X4(B1)3X3
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
E 59 /-/-/34 /-/-
D 189 /-/-/105 /115 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 F 950 360
VERT(CL):0.111 F 528 240
HORZ(LL):0.027 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.480
Max BC CSI:0.103
Max Web CSI:0.050
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C3T
Ply: 1
Qty:1
SEQN:196675 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T56
DrwNo:347.21.0848.08460
SSB /WHK 12/13/2021
2'5"2
2'5"2
5'
2'6"14
2'8"6
2'8"6
5'
2'3"102'1"6
6"3 6"2'1"32'7"33'2"138'1"
8'7"
10'4"11
A
B
C
D
E
FGH
5
12
3X4(B1)3X3
1.5X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 518 /-/-/438 /277 /67
D -/-36 /-/32 /31 /-
C -/-170 /-/132 /166 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.065
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C4
Ply: 1
Qty:8
SEQN:196647 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T15
DrwNo:347.21.0848.09680
SSB /WHK 12/13/2021
1'
1'2'1"6
6"3 11"31'6"1312'1"
12'8"11
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 518 /-/-/438 /277 /67
D -/-36 /-/32 /31 /-
C -/-170 /-/132 /166 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.065
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C4
Ply: 1
Qty:8
SEQN:196647 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T15
DrwNo:347.21.0848.09680
SSB /WHK 12/13/2021
1'
1'2'1"6
6"3 11"31'6"1312'1"
12'8"11
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
D 49 /-/-/25 /4 /-
C 70 /-/-/36 /59 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C5
Ply: 1
Qty:7
SEQN:196648 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T14
DrwNo:347.21.0848.10837
SSB /WHK 12/13/2021
3'
3'2'1"6
6"3 1'9"32'4"138'1"
9'6"11
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
D 49 /-/-/25 /4 /-
C 70 /-/-/36 /59 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 B - -
HORZ(TL):0.003 B - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.085
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C5
Ply: 1
Qty:7
SEQN:196648 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T14
DrwNo:347.21.0848.10837
SSB /WHK 12/13/2021
3'
3'2'1"6
6"3 1'9"32'4"138'1"
9'6"11
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
E 14 /-/-/20 /14 /-
D 77 /-/-/50 /42 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 G 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):0.004 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.093
Max Web CSI:0.014
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C5T
Ply: 1
Qty:1
SEQN:196666 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T53
DrwNo:347.21.0848.11973
SSB /WHK 12/13/2021
2'5"2
2'5"2
3'
6"14
2'8"6
2'8"6
3'
3"102'1"6
6"3 6"1'3"31'9"32'4"138'1"
8'7"
9'6"11
A
B
C D
EFGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 453 /-/-/344 /174 /117
E 14 /-/-/20 /14 /-
D 77 /-/-/50 /42 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.003 G 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):0.004 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.443
Max BC CSI:0.093
Max Web CSI:0.014
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C5T
Ply: 1
Qty:1
SEQN:196666 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T53
DrwNo:347.21.0848.11973
SSB /WHK 12/13/2021
2'5"2
2'5"2
3'
6"14
2'8"6
2'8"6
3'
3"102'1"6
6"3 6"1'3"31'9"32'4"138'1"
8'7"
9'6"11
A
B
C D
EFGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
D 91 /-/-/49 /-/-
C 180 /-/-/95 /126 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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):0.005 B - -
Creep Factor: 2.0
Max TC CSI:0.502
Max BC CSI:0.242
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C6
Ply: 1
Qty:2
SEQN:196649 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T13
DrwNo:347.21.0848.13013
SSB /WHK 12/13/2021
5'
5'2'1"6
6"3 2'7"33'2"138'1"
10'4"11
A
B
C
D
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
D 91 /-/-/49 /-/-
C 180 /-/-/95 /126 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
D Brg Wid = 1.5
C Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(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):0.005 B - -
Creep Factor: 2.0
Max TC CSI:0.502
Max BC CSI:0.242
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C6
Ply: 1
Qty:2
SEQN:196649 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T13
DrwNo:347.21.0848.13013
SSB /WHK 12/13/2021
5'
5'2'1"6
6"3 2'7"33'2"138'1"
10'4"11
A
B
C
D
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 288 /-/-/169 /79 /125
C 97 /-/-/56 /-/-
B 211 /-/-/122 /140 /-
Wind reactions based on MWFRS
A Brg Wid = 4.0 Min Req =1.5
C Brg Wid = 1.5
B Brg Wid = 1.5
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.007 A - -
HORZ(TL):0.013 A - -
Creep Factor: 2.0
Max TC CSI:0.576
Max BC CSI:0.277
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C6A
Ply: 1
Qty:1
SEQN:196660 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T57
DrwNo:347.21.0848.14127
SSB /WHK 12/13/2021
5'
5'
6"3 2'7"310'1"
12'4"11
A
B
C
5
12
3X4(B1)
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 288 /-/-/169 /79 /125
C 97 /-/-/56 /-/-
B 211 /-/-/122 /140 /-
Wind reactions based on MWFRS
A Brg Wid = 4.0 Min Req =1.5
C Brg Wid = 1.5
B Brg Wid = 1.5
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.007 A - -
HORZ(TL):0.013 A - -
Creep Factor: 2.0
Max TC CSI:0.576
Max BC CSI:0.277
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C6A
Ply: 1
Qty:1
SEQN:196660 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T57
DrwNo:347.21.0848.14127
SSB /WHK 12/13/2021
5'
5'
6"3 2'7"310'1"
12'4"11
A
B
C
5
12
3X4(B1)
12/13/2021
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
E 59 /-/-/34 /-/-
D 189 /-/-/105 /115 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 F 950 360
VERT(CL):0.111 F 528 240
HORZ(LL):0.027 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.480
Max BC CSI:0.103
Max Web CSI:0.050
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C6T
Ply: 1
Qty:1
SEQN:196669 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T59
DrwNo:347.21.0848.15177
SSB /WHK 12/13/2021
2'5"2
2'5"2
5'
2'6"14
2'8"6
2'8"6
5'
2'3"102'1"6
6"3 6"2'1"32'7"33'2"138'1"
8'7"
10'4"11
A
B
C
D
E
FGH
5
12
3X4(B1)3X3
1.5X4
1.5X4
**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
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
Provide (2) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 533 /-/-/382 /187 /168
E 59 /-/-/34 /-/-
D 189 /-/-/105 /115 /-
Wind reactions based on MWFRS
B Brg Wid = 7.6 Min Req =1.5
E Brg Wid = 1.5
D Brg Wid = 1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:30.00
TCDL:15.00
BCLL:0.00
BCDL:10.00
Des Ld:55.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.0 psf
BCDL: 4.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/5(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.062 F 950 360
VERT(CL):0.111 F 528 240
HORZ(LL):0.027 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.480
Max BC CSI:0.103
Max Web CSI:0.050
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0821
/GROZA BUILDERS, INC. / /WRIGHT RESIDENCE
Truss Label:C6T
Ply: 1
Qty:1
SEQN:196669 JACK
FROM:
Cust: R 761 JRef:1Xbb7610005 T59
DrwNo:347.21.0848.15177
SSB /WHK 12/13/2021
2'5"2
2'5"2
5'
2'6"14
2'8"6
2'8"6
5'
2'3"102'1"6
6"3 6"2'1"32'7"33'2"138'1"
8'7"
10'4"11
A
B
C
D
E
FGH
5
12
3X4(B1)3X3
1.5X4
1.5X4
12/13/2021
COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/13/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/13/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
12/13/2021COA #0 278