HomeMy WebLinkAboutAPPROVED TRUSSCUTS(1)Alpine, 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: 21-0598
Job Description: /GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Address: 5804 RAINTREE TRAIL, FORT PIERCE, FL
Job Engineering Criteria:
Design Code: FBC 7th Ed. 2020 Res IntelliVIEW Version: 20.02.01A
JRef #: 1X6V7610023
Wind Standard: ASCE 7-16 Wind Speed (mph): 170 Design Loading (psf): 37.00
Building Type: Closed
This package contains general notes pages, 65 truss drawing(s) and 6 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 187.21.1739.44487 T1 2 187.21.1739.49347 T2
3 187.21.1739.51537 T3 4 187.21.1739.53390 T4
5 187.21.1739.55040 T5 6 187.21.1739.56493 T6
7 187.21.1739.58290 T7 8 187.21.1740.03597 T8
9 187.21.1740.04813 T9 10 187.21.1740.06043 T10
11 187.21.1740.07250 T11 12 187.21.1740.08353 T12
13 187.21.1740.09520 T13 14 187.21.1740.10777 T14
15 187.21.1740.11963 T15 16 187.21.1740.13280 T16
17 187.21.1740.14560 T17 18 187.21.1740.15870 T18
19 187.21.1740.17283 T19 20 187.21.1740.19917 T20
21 187.21.1742.08850 T21 22 187.21.1742.11980 T22
23 187.21.1742.24693 T23 24 187.21.1742.49880 T24
25 187.21.1743.03987 T25 26 187.21.1743.10553 T26
27 187.21.1743.14520 T27 28 187.21.1743.18587 T28
29 187.21.1743.24070 T29 30 187.21.1743.26720 T30
31 187.21.1743.29283 T31 32 187.21.1743.31477 T32
33 187.21.1743.33443 T33 34 187.21.1743.35530 T34
35 187.21.1743.37430 T35 36 187.21.1743.38600 T36
37 187.21.1743.40220 T37 38 187.21.1743.41590 T38
39 187.21.1743.42980 T39 40 187.21.1743.44243 T40
41 187.21.1743.45510 T41 42 187.21.1743.47550 V1
43 187.21.1743.48710 V2 44 187.21.1743.49870 J1
45 187.21.1743.51023 J2 46 187.21.1743.52290 J3
47 187.21.1743.53457 J4 48 187.21.1743.54620 J5
49 187.21.1743.56000 K1 50 187.21.1744.04530 K2
51 187.21.1744.07147 K3 52 187.21.1744.08677 K4
Florida Certificate of Product Approval #FL1999 Printed 7/7/2021 9:43:03 AM
07/07/2021
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: 21-0598
Job Description: /GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Address: 5804 RAINTREE TRAIL, FORT PIERCE, FL
Item Drawing Number Truss Item Drawing Number Truss
53 187.21.1744.10227 C1 54 187.21.1744.11580 C1A
55 187.21.1744.12900 C2 56 187.21.1744.14010 C2AC
57 187.21.1744.15207 C2T 58 187.21.1744.16323 C3
59 187.21.1744.17383 C3AC 60 187.21.1744.18363 C3T
61 187.21.1744.19337 C4 62 187.21.1744.20540 C5
63 187.21.1744.21493 C5T 64 187.21.1744.22493 C6
65 187.21.1744.25120 C6T 66 BRCLBSUB0119
67 DEFLCAMB1014 68 GBLLETIN0118
69 S18015ENC160118 70 VAL180160118
71 VALTN160118
Florida Certificate of Product Approval #FL1999 Printed 7/7/2021 9:43:03 AM
07/07/2021
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 specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and
dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to
independently verify the accuracy or completeness of the information provided by others and may rely on that information
without liability. The responsibility for verification of that information remains with others neither employed nor controlled
by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page
listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component
designs and not for the technical information furnished by others which technical information and consequences thereof
remain their sole responsibility.
The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in
accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and
loads for each truss component match those required by the plans and by the actual use of the individual component, and
for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any
additional factors required in the particular application. Truss components using metal connector plates with integral teeth
shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to
exceed 19% and/or cause corrosion of connector plates and other metal fasteners.
The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set
forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss
component design loads, inspection of the truss components before or after installation, the design of temporary or
permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear
walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the
foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports,
installation of the truss components, observation of the truss component installation process, review of truss assembly
procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in
the installation of the truss components and/or its connections.
This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic
file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request.
Temporary Lateral Restraint and Bracing:
Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2,
B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or
other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these
drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to
and may not be relied upon for the temporary stability of the truss components during their installation.
Permanent Lateral Restraint and Bracing:
The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of
the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of
BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional.
These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building
stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building
Designer.
Connector Plate Information:
Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations,
gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60.
Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at
www.icc-es.org.
Fire Retardant Treated Lumber:
Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all
stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special
handling care must be taken to prevent breakage during all handling activities.
Page 1 of 3
General Notes (continued)
Key to Terms:
Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed
information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be
found in calculation sheets available upon written request.
BCDL = Bottom Chord standard design Dead Load in pounds per square foot.
BCLL = Bottom Chord standard design Live Load in pounds per square foot.
CL = Certified lumber.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
FRT = Fire Retardant Treated lumber.
FRT-DB = D-Blaze Fire Retardant Treated lumber.
FRT-DC = Dricon Fire Retardant Treated lumber.
FRT-FP = FirePRO Fire Retardant Treated lumber.
FRT-FL = FlamePRO Fire Retardant Treated lumber.
FRT-FT = FlameTech Fire Retardant Treated lumber.
FRT-PG = PYRO-GUARD Fire Retardant Treated lumber.
g = green lumber.
HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches.
HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep
adjustment.
HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds.
Ic = Incised lumber.
FJ = Finger Jointed lumber.
L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value.
L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the
referenced panel point. Reported as 999 if greater than or equal to 999.
Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection.
Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases.
Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases.
Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases.
NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot.
PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds.
PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds
PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds.
PP = Panel Point.
R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc).
-R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc).
Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the
indicated location (Loc).
RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic)
load cases, at the indicated location (Loc).
Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
identified location (Loc).
TCDL = Top Chord standard design Dead Load in pounds per square foot.
TCLL = Top Chord standard design Live Load in pounds per square foot.
U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the
indicated location (Loc).
VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in
inches.
VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and
maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment.
VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load.
VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment.
W = Width of non-hanger bearing, in inches.
Refer to ASCE-7 for Wind and Seismic abbreviations.
Uppercase Acronyms not explained above are as defined in TPI 1.
Page 2 of 3
References:
1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO
63045; www.alpineitw.com.
4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.com.
Page 3 of 3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #2; W1,W9 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 28 plf at 0.00 to 28 plf at 17.82
BC: From 10 plf at 0.00 to 10 plf at 17.82
BC: 1584 lb Conc. Load at 1.92
BC: 1572 lb Conc. Load at 3.92, 5.92
BC: 1565 lb Conc. Load at 7.92
BC: 1567 lb Conc. Load at 9.92
BC: 1448 lb Conc. Load at 11.92
BC: 1441 lb Conc. Load at 13.92
BC: 949 lb Conc. Load at 15.92
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.
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
J 6488 /-/-/-/4231 /-
F 5881 /-/-/-/3596 /-
Wind reactions based on MWFRS
J Brg Width = 5.5 Min Req =2.6
F Brg Width = 3.5 Min Req =2.3
Bearings J & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 593 -907
B - C 784 -1209
Chords Tens.Comp.
C - D 855 -1312
D - E 1163 -1853
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 831 -541
Chords Tens.Comp.
H - G 1675 -1051
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 1297 -1982
A - I 1819 -1185
B - I 595 -917
B - H 1298 -832
H - C 459 -284
Webs Tens.Comp.
H - D 381 -665
D - G 618 -327
G - E 1934 -1212
E - F 1080 -1709
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 16.23 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):-0.048 G 999 360
VERT(CL):0.077 G 999 240
HORZ(LL):-0.008 F - -
HORZ(TL):0.013 F - -
Creep Factor: 2.0
Max TC CSI:0.224
Max BC CSI:0.922
Max Web CSI:0.437
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T1
Ply: 3
Qty:1
SEQN:178515 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T61
DrwNo:187.21.1739.44487
SSB /WHK 07/06/2021
3 Complete Trusses Required
W1
W9
17'8"14 1"
3'5"10
3'5"10
6'1"6
2'7"12
11'9"14
5'8"8
17'9"14
6'
3'5"10
3'5"10
5'11"10
2'6"
12'1"6
6'1"12
17'9"14
5'8"87'1"123'8"88'7"110'1"
A
B C
D
E
FGHIJ
5 12
6X6
3X10
5X8
5X5 5X8
4X4
3X4
7X6
4X5
3X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #2; W1,W9 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 28 plf at 0.00 to 28 plf at 17.82
BC: From 10 plf at 0.00 to 10 plf at 17.82
BC: 1584 lb Conc. Load at 1.92
BC: 1572 lb Conc. Load at 3.92, 5.92
BC: 1565 lb Conc. Load at 7.92
BC: 1567 lb Conc. Load at 9.92
BC: 1448 lb Conc. Load at 11.92
BC: 1441 lb Conc. Load at 13.92
BC: 949 lb Conc. Load at 15.92
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.
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
J 6488 /-/-/-/4231 /-
F 5881 /-/-/-/3596 /-
Wind reactions based on MWFRS
J Brg Width = 5.5 Min Req =2.6
F Brg Width = 3.5 Min Req =2.3
Bearings J & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 593 -907
B - C 784 -1209
Chords Tens.Comp.
C - D 855 -1312
D - E 1163 -1853
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 831 -541
Chords Tens.Comp.
H - G 1675 -1051
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - J 1297 -1982
A - I 1819 -1185
B - I 595 -917
B - H 1298 -832
H - C 459 -284
Webs Tens.Comp.
H - D 381 -665
D - G 618 -327
G - E 1934 -1212
E - F 1080 -1709
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 16.23 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):-0.048 G 999 360
VERT(CL):0.077 G 999 240
HORZ(LL):-0.008 F - -
HORZ(TL):0.013 F - -
Creep Factor: 2.0
Max TC CSI:0.224
Max BC CSI:0.922
Max Web CSI:0.437
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T1
Ply: 3
Qty:1
SEQN:178515 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T61
DrwNo:187.21.1739.44487
SSB /WHK 07/06/2021
3 Complete Trusses Required
W1
W9
17'8"14 1"
3'5"10
3'5"10
6'1"6
2'7"12
11'9"14
5'8"8
17'9"14
6'
3'5"10
3'5"10
5'11"10
2'6"
12'1"6
6'1"12
17'9"14
5'8"87'1"123'8"88'7"110'1"
A
B C
D
E
FGHIJ
5 12
6X6
3X10
5X8
5X5 5X8
4X4
3X4
7X6
4X5
3X10
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B1,B5 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W11,W12 2x4 SP 2250f-1.9E;
Stack Chord: T1 2x4 SP 2250f-1.9E;
Lt Bearing Leg: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 3X4 except as noted.
(**) 3 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 and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Bottom chord section directly below beam pocket
bearing(s) shall be cut out prior to installing truss.
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
AF 1840 /-/-/-/1146 /-
AE 4824 /-/-/-/2981 /-
AG 2428 /-/-/-/1470 /-
Wind reactions based on MWFRS
AF Brg Width = 7.6 Min Req =1.5
AE Brg Width = 3.5 Min Req =1.5
AG Brg Width = 7.6 Min Req =1.5
Bearings AF, AE, & 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 2408 -1465
AC- D 1477 -2332
H - J 427 -260
C -AC 1397 -854
D - E 1545 -2483
Chords Tens.Comp.
E - F 1126 -1834
J - K 922 -1594
K - L 1573 -2642
L - M 1749 -2925
M - N 1529 -2533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C -AC 1766 -1076
AC-AA 2139 -1322
AA- Z 2153 -1323
Z - Y 2482 -1557
Y - V 1785 -1108
Chords Tens.Comp.
T - S 1511 -885
S - R 2608 -1564
R - Q 2938 -1770
Q - P 2304 -1371
P - N 2292 -1374
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - Y 474 -722
Y - F 395 -147
F - V 1119 -1788
V - U 327 -513
V - H 932 -588
H -AE 875 -1207
I -AE 1153 -630
Webs Tens.Comp.
AE- I 901 -1390
AE- T 1153 -630
T - J 1311 -2179
J - S 816 -360
S - K 745 -1188
Q - M 709 -432
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 5.10 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):-0.194 L 999 360
VERT(CL):0.352 L 930 240
HORZ(LL):-0.100 X - -
HORZ(TL):0.175 X - -
Creep Factor: 2.0
Max TC CSI:0.746
Max BC CSI:0.961
Max Web CSI:0.650
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T2
Ply: 2
Qty:1
SEQN:178411 HIPS
FROM:
Page 1 of 2
Cust: R 761 JRef:1X6V7610023 T47
DrwNo:187.21.1739.49347
SSB /WHK 07/06/2021
2 Complete Trusses Required
T2
B1
B5
W11
W12
23'7"4 27'4"12
2"10
2"10
6'3"12
6'1"2
11'8"7
5'4"11
16'9"9
5'1"3
21'9"
4'11"7
23'6"4
1'9"4
29'0"4
5'6"
34'1"12
5'1"8
39'3"4
5'1"8
44'8"4
5'5"
51'
6'3"12
2'8"6
2'8"6
6'5"8
3'9"2
11'4"15
4'11"7
16'6"1
5'1"3
21'7"4
5'1"3
23'0"4
1'5"
24'2"4
1'2"
29'3"12
5'1"8
34'5"4
5'1"8
39'6"12
5'1"8
44'6"8
4'11"12
51'
6'5"81'1'
3'4"
(NNL)
6"3
2'9"15
8"3'1"123'4"68'1"
9'0"4ABC
D E F G H I J K L M
N O
PQRSTUVWXYZAAABACADAEAF AG
5
12
3X5(C3)3X4(C3)
3X4(**)
4X12(**)
3X4(**)1.5X4
3X33X3
5X8
1.5X4 5X6
5X6 1.5X4
6X81.5X4
4X16
3X104X5
5X8
5X6 1.5X4
5X8
4X5(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2; B1,B5 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W11,W12 2x4 SP 2250f-1.9E;
Stack Chord: T1 2x4 SP 2250f-1.9E;
Lt Bearing Leg: 2x4 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Plating Notes
All plates are 3X4 except as noted.
(**) 3 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 and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
Bottom chord section directly below beam pocket
bearing(s) shall be cut out prior to installing truss.
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
AF 1840 /-/-/-/1146 /-
AE 4824 /-/-/-/2981 /-
AG 2428 /-/-/-/1470 /-
Wind reactions based on MWFRS
AF Brg Width = 7.6 Min Req =1.5
AE Brg Width = 3.5 Min Req =1.5
AG Brg Width = 7.6 Min Req =1.5
Bearings AF, AE, & 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 2408 -1465
AC- D 1477 -2332
H - J 427 -260
C -AC 1397 -854
D - E 1545 -2483
Chords Tens.Comp.
E - F 1126 -1834
J - K 922 -1594
K - L 1573 -2642
L - M 1749 -2925
M - N 1529 -2533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C -AC 1766 -1076
AC-AA 2139 -1322
AA- Z 2153 -1323
Z - Y 2482 -1557
Y - V 1785 -1108
Chords Tens.Comp.
T - S 1511 -885
S - R 2608 -1564
R - Q 2938 -1770
Q - P 2304 -1371
P - N 2292 -1374
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - Y 474 -722
Y - F 395 -147
F - V 1119 -1788
V - U 327 -513
V - H 932 -588
H -AE 875 -1207
I -AE 1153 -630
Webs Tens.Comp.
AE- I 901 -1390
AE- T 1153 -630
T - J 1311 -2179
J - S 816 -360
S - K 745 -1188
Q - M 709 -432
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 5.10 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):-0.194 L 999 360
VERT(CL):0.352 L 930 240
HORZ(LL):-0.100 X - -
HORZ(TL):0.175 X - -
Creep Factor: 2.0
Max TC CSI:0.746
Max BC CSI:0.961
Max Web CSI:0.650
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T2
Ply: 2
Qty:1
SEQN:178411 HIPS
FROM:
Page 1 of 2
Cust: R 761 JRef:1X6V7610023 T47
DrwNo:187.21.1739.49347
SSB /WHK 07/06/2021
2 Complete Trusses Required
T2
B1
B5
W11
W12
23'7"4 27'4"12
2"10
2"10
6'3"12
6'1"2
11'8"7
5'4"11
16'9"9
5'1"3
21'9"
4'11"7
23'6"4
1'9"4
29'0"4
5'6"
34'1"12
5'1"8
39'3"4
5'1"8
44'8"4
5'5"
51'
6'3"12
2'8"6
2'8"6
6'5"8
3'9"2
11'4"15
4'11"7
16'6"1
5'1"3
21'7"4
5'1"3
23'0"4
1'5"
24'2"4
1'2"
29'3"12
5'1"8
34'5"4
5'1"8
39'6"12
5'1"8
44'6"8
4'11"12
51'
6'5"81'1'
3'4"
(NNL)
6"3
2'9"15
8"3'1"123'4"68'1"
9'0"4ABC
D E F G H I J K L M
N O
PQRSTUVWXYZAAABACADAEAF AG
5
12
3X5(C3)3X4(C3)
3X4(**)
4X12(**)
3X4(**)1.5X4
3X33X3
5X8
1.5X4 5X6
5X6 1.5X4
6X81.5X4
4X16
3X104X5
5X8
5X6 1.5X4
5X8
4X5(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 6.31
TC: From 28 plf at 6.31 to 28 plf at 44.69
TC: From 55 plf at 44.69 to 55 plf at 52.00
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.34
BC: From 10 plf at 6.34 to 10 plf at 44.52
BC: From 20 plf at 44.52 to 20 plf at 51.00
BC: From 4 plf at 51.00 to 4 plf at 52.00
TC: 300 lb Conc. Load at 6.34
TC: 172 lb Conc. Load at 8.37,10.37,12.37,14.37
16.37,18.37,20.37
TC: 157 lb Conc. Load at 22.37,24.37,26.37,28.37
30.37,32.37,34.37,36.37,38.37,40.37,42.37
TC: 534 lb Conc. Load at 44.52
BC: 427 lb Conc. Load at 6.34
BC: 86 lb Conc. Load at 8.37,10.37,12.37,14.37
16.37,18.37,20.37
BC: 117 lb Conc. Load at 22.37,24.37,26.37,28.37
30.37,32.37,34.37,36.37,38.37,40.37,42.37
BC: 484 lb Conc. Load at 44.52
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T2
Ply: 2
Qty:1
SEQN:178411 HIPS
FROM:
Page 2 of 2
Cust: R 761 JRef:1X6V7610023 T47
DrwNo:187.21.1739.49347
SSB /WHK 07/06/2021
**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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 6.31
TC: From 28 plf at 6.31 to 28 plf at 44.69
TC: From 55 plf at 44.69 to 55 plf at 52.00
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 6.34
BC: From 10 plf at 6.34 to 10 plf at 44.52
BC: From 20 plf at 44.52 to 20 plf at 51.00
BC: From 4 plf at 51.00 to 4 plf at 52.00
TC: 300 lb Conc. Load at 6.34
TC: 172 lb Conc. Load at 8.37,10.37,12.37,14.37
16.37,18.37,20.37
TC: 157 lb Conc. Load at 22.37,24.37,26.37,28.37
30.37,32.37,34.37,36.37,38.37,40.37,42.37
TC: 534 lb Conc. Load at 44.52
BC: 427 lb Conc. Load at 6.34
BC: 86 lb Conc. Load at 8.37,10.37,12.37,14.37
16.37,18.37,20.37
BC: 117 lb Conc. Load at 22.37,24.37,26.37,28.37
30.37,32.37,34.37,36.37,38.37,40.37,42.37
BC: 484 lb Conc. Load at 44.52
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T2
Ply: 2
Qty:1
SEQN:178411 HIPS
FROM:
Page 2 of 2
Cust: R 761 JRef:1X6V7610023 T47
DrwNo:187.21.1739.49347
SSB /WHK 07/06/2021
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Stack Chord: T1 2x4 SP #2;
Lt Bearing Leg: 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.
(**) 3 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
Bottom chord section directly below beam pocket
bearing(s) shall be cut out prior to installing truss.
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
AD 921 /-/-/614 /550 /192
AC 1995 /-/-/983 /1152 /-
AE 1063 /-/-/717 /632 /-
Wind reactions based on MWFRS
AD Brg Width = 7.6 Min Req =1.5
AC Brg Width = 3.5 Min Req =1.5
AE Brg Width = 7.6 Min Req =1.5
Bearings AD, AC, & 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 2144 -1197
AA- D 1717 -2388
C -AA 1523 -972
D - E 1021 -1609
Chords Tens.Comp.
E - F 976 -1467
J - K 892 -1284
K - L 1197 -1806
L - M 1074 -1821
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C -AA 1374 -685
AA- Y 1681 -885
Y - X 1680 -884
X - W 1474 -746
W -T 1457 -757
Chords Tens.Comp.
R - Q 1247 -652
Q - P 1806 -978
P - O 1602 -849
O - M 1597 -851
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - X 395 -145
F - T 733 -1314
T - H 919 -491
H -AC 531 -943
I -AC 877 -441
Webs Tens.Comp.
AC- I 765 -1210
AC- R 877 -441
R - J 903 -1595
J - Q 527 -139
Q - K 372 -642
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 5.10 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):0.161 D 999 360
VERT(CL):0.306 D 915 240
HORZ(LL):0.081 V - -
HORZ(TL):0.156 V - -
Creep Factor: 2.0
Max TC CSI:0.972
Max BC CSI:0.666
Max Web CSI:0.656
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T3
Ply: 1
Qty:1
SEQN:178418 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T24
DrwNo:187.21.1739.51537
SSB /WHK 07/06/2021
23'7"4 27'4"12
2"10
2"10
6'3"12
6'1"2
8'3"12
2'
15'3"
6'11"4
21'9"
6'6"
23'6"4
1'9"4
30'0"12
6'6"8
36'2"12
6'2"
42'8"4
6'5"8
51'
8'3"12
2'8"6
2'8"6
6'5"8
3'9"2
8'3"12
1'10"4
14'11"8
6'7"12
21'7"4
6'7"12
23'0"4
1'5"
24'2"4
1'2"
30'4"4
6'2"
36'6"4
6'2"
42'6"8
6'0"4
51'
8'5"81'1'
3'4"
(NNL)
6"3
2'9"15
8"3'11"124'2"6(a)(a)
8'1"
9'0"4ABC
D
E F G H I J K L
M N
OPQRSTUVWXYZAAAB
AC
AD AE
5
12
3X5(C3)3X4(C3)
3X4(**)
4X12(**)
3X4(**)
3X3
3X3
3X8
5X8
5X6 3X4
5X6
6X8
4X16
3X10
3X44X5
5X6
3X4
3X4
5X6
5X8
4X5(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Stack Chord: T1 2x4 SP #2;
Lt Bearing Leg: 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.
(**) 3 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
Bottom chord section directly below beam pocket
bearing(s) shall be cut out prior to installing truss.
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
AD 921 /-/-/614 /550 /192
AC 1995 /-/-/983 /1152 /-
AE 1063 /-/-/717 /632 /-
Wind reactions based on MWFRS
AD Brg Width = 7.6 Min Req =1.5
AC Brg Width = 3.5 Min Req =1.5
AE Brg Width = 7.6 Min Req =1.5
Bearings AD, AC, & 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 2144 -1197
AA- D 1717 -2388
C -AA 1523 -972
D - E 1021 -1609
Chords Tens.Comp.
E - F 976 -1467
J - K 892 -1284
K - L 1197 -1806
L - M 1074 -1821
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C -AA 1374 -685
AA- Y 1681 -885
Y - X 1680 -884
X - W 1474 -746
W -T 1457 -757
Chords Tens.Comp.
R - Q 1247 -652
Q - P 1806 -978
P - O 1602 -849
O - M 1597 -851
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - X 395 -145
F - T 733 -1314
T - H 919 -491
H -AC 531 -943
I -AC 877 -441
Webs Tens.Comp.
AC- I 765 -1210
AC- R 877 -441
R - J 903 -1595
J - Q 527 -139
Q - K 372 -642
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 5.10 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):0.161 D 999 360
VERT(CL):0.306 D 915 240
HORZ(LL):0.081 V - -
HORZ(TL):0.156 V - -
Creep Factor: 2.0
Max TC CSI:0.972
Max BC CSI:0.666
Max Web CSI:0.656
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T3
Ply: 1
Qty:1
SEQN:178418 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T24
DrwNo:187.21.1739.51537
SSB /WHK 07/06/2021
23'7"4 27'4"12
2"10
2"10
6'3"12
6'1"2
8'3"12
2'
15'3"
6'11"4
21'9"
6'6"
23'6"4
1'9"4
30'0"12
6'6"8
36'2"12
6'2"
42'8"4
6'5"8
51'
8'3"12
2'8"6
2'8"6
6'5"8
3'9"2
8'3"12
1'10"4
14'11"8
6'7"12
21'7"4
6'7"12
23'0"4
1'5"
24'2"4
1'2"
30'4"4
6'2"
36'6"4
6'2"
42'6"8
6'0"4
51'
8'5"81'1'
3'4"
(NNL)
6"3
2'9"15
8"3'11"124'2"6(a)(a)
8'1"
9'0"4ABC
D
E F G H I J K L
M N
OPQRSTUVWXYZAAAB
AC
AD AE
5
12
3X5(C3)3X4(C3)
3X4(**)
4X12(**)
3X4(**)
3X3
3X3
3X8
5X8
5X6 3X4
5X6
6X8
4X16
3X10
3X44X5
5X6
3X4
3X4
5X6
5X8
4X5(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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
AC 704 /-/-/488 /373 /229
S 2502 /-/-/1267 /1477 /-
AD 906 /-/-/652 /481 /-
Wind reactions based on MWFRS
AC Brg Width = 7.6 Min Req =1.5
S Brg Width = 3.5 Min Req =2.6
AD Brg Width = 7.6 Min Req =1.5
Bearings AC, 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 1529 -760
AA- D 1194 -1700
B -AC 273 -388
C -AA 1186 -690
D - E 380 -756
F - G 1451 -742
Chords Tens.Comp.
G - H 1449 -740
H - I 1642 -833
I - J 535 -203
J - K 469 -877
K - L 636 -1197
L - M 796 -1562
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C -AA 901 -328
AA- Y 1100 -435
Y - X 1101 -433
X - W 660 -213
W -T 238 -399
Chords Tens.Comp.
S - R 316 -568
R - Q 860 -286
Q - P 1060 -362
P - O 1379 -639
O - M 1381 -637
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - X 343 -508
E - W 413 -687
W -F 545 -189
F - T 938 -1584
T - H 560 -251
T - S 1189 -1738
H - S 386 -584
Webs Tens.Comp.
S - I 1031 -1732
I - R 785 -352
R - J 624 -1040
J - Q 393 -93
Q - K 222 -376
P - L 308 -377
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 5.10 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):0.097 D 999 360
VERT(CL):0.210 D 999 240
HORZ(LL):0.056 O - -
HORZ(TL):0.104 O - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.686
Max Web CSI:0.925
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T4
Ply: 1
Qty:1
SEQN:178422 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T42
DrwNo:187.21.1739.53390
SSB /WHK 07/06/2021
23'7"4 27'4"12
2"10
2"10
6'3"12
6'1"2
10'3"12
4'
16'1"4
5'9"8
21'9"
5'7"12
23'5"8
1'8"8
29'1"4
5'7"12
34'9"
5'7"12
40'8"4
5'11"4
45'7"1
4'10"13
51'
5'4"15
2'8"6
2'8"6
6'5"8
3'9"2
10'3"12
3'10"4
15'9"12
5'6"
21'7"4
5'9"8
23'7"4
2'
29'4"12
5'9"8
35'0"8
5'7"12
40'8"4
5'7"12
45'8"13
5'0"9
51'
5'3"31'
1'
3'4"
(NNL)
6"3
2'9"15
8"4'9"125'0"6(a)(a)
8'1"A B C
D
E F G H I J K
L
M N
OPQRSTUVWXYZAAABAC AD
5
12
3X5(C3)3X4(C3)
3X34X8
2X4
3X33X3
3X8
5X8
5X6 3X4
3X5
5X8
5X8
4X8
4X4
3X4
3X4
5X6
5X8
3X4
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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
AC 704 /-/-/488 /373 /229
S 2502 /-/-/1267 /1477 /-
AD 906 /-/-/652 /481 /-
Wind reactions based on MWFRS
AC Brg Width = 7.6 Min Req =1.5
S Brg Width = 3.5 Min Req =2.6
AD Brg Width = 7.6 Min Req =1.5
Bearings AC, 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 1529 -760
AA- D 1194 -1700
B -AC 273 -388
C -AA 1186 -690
D - E 380 -756
F - G 1451 -742
Chords Tens.Comp.
G - H 1449 -740
H - I 1642 -833
I - J 535 -203
J - K 469 -877
K - L 636 -1197
L - M 796 -1562
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C -AA 901 -328
AA- Y 1100 -435
Y - X 1101 -433
X - W 660 -213
W -T 238 -399
Chords Tens.Comp.
S - R 316 -568
R - Q 860 -286
Q - P 1060 -362
P - O 1379 -639
O - M 1381 -637
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - X 343 -508
E - W 413 -687
W -F 545 -189
F - T 938 -1584
T - H 560 -251
T - S 1189 -1738
H - S 386 -584
Webs Tens.Comp.
S - I 1031 -1732
I - R 785 -352
R - J 624 -1040
J - Q 393 -93
Q - K 222 -376
P - L 308 -377
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 5.10 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):0.097 D 999 360
VERT(CL):0.210 D 999 240
HORZ(LL):0.056 O - -
HORZ(TL):0.104 O - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.686
Max Web CSI:0.925
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T4
Ply: 1
Qty:1
SEQN:178422 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T42
DrwNo:187.21.1739.53390
SSB /WHK 07/06/2021
23'7"4 27'4"12
2"10
2"10
6'3"12
6'1"2
10'3"12
4'
16'1"4
5'9"8
21'9"
5'7"12
23'5"8
1'8"8
29'1"4
5'7"12
34'9"
5'7"12
40'8"4
5'11"4
45'7"1
4'10"13
51'
5'4"15
2'8"6
2'8"6
6'5"8
3'9"2
10'3"12
3'10"4
15'9"12
5'6"
21'7"4
5'9"8
23'7"4
2'
29'4"12
5'9"8
35'0"8
5'7"12
40'8"4
5'7"12
45'8"13
5'0"9
51'
5'3"31'
1'
3'4"
(NNL)
6"3
2'9"15
8"4'9"125'0"6(a)(a)
8'1"A B C
D
E F G H I J K
L
M N
OPQRSTUVWXYZAAABAC AD
5
12
3X5(C3)3X4(C3)
3X34X8
2X4
3X33X3
3X8
5X8
5X6 3X4
3X5
5X8
5X8
4X8
4X4
3X4
3X4
5X6
5X8
3X4
3X4
3X5(B1)
07/07/2021
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: sbcindustry.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.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 45.84
TC: From 2 plf at 45.84 to 2 plf at 50.67
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 50.67
TC: 178 lb Conc. Load at 45.90,46.94
TC: 296 lb Conc. Load at 48.94
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.
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.
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
B 720 /-/-/-/390 /-
S 2512 /-/-/-/1504 /-
M 1164 /-/-/-/702 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
S Brg Width = 3.5 Min Req =2.6
M Brg Width = 3.6 Min Req =1.5
Bearings B, S, & 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 556 -1116
C - D 237 -574
D - E 415 -187
E - F 1285 -795
Chords Tens.Comp.
F - G 1285 -795
H - I 363 -785
I - J 656 -1168
J - K 1094 -1771
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 969 -457
V - U 965 -459
U - T 470 -159
T - S 202 -440
Chords Tens.Comp.
R - Q 763 -352
Q - P 1004 -534
P - O 1869 -1173
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 332 -563
D - U 409 -94
D - T 480 -795
T - E 658 -276
E - S 832 -1387
S - G 976 -1594
G - R 805 -379
R - H 613 -971
Webs Tens.Comp.
H - Q 450 -204
Q - I 296 -456
I - P 418 -160
P - J 673 -927
J - O 653 -810
O - K 1984 -1225
K - N 709 -1128
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 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):-0.065 J 999 360
VERT(CL):0.129 J 999 240
HORZ(LL):0.025 N - -
HORZ(TL):0.047 N - -
Creep Factor: 2.0
Max TC CSI:0.625
Max BC CSI:0.640
Max Web CSI:0.989
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T5
Ply: 1
Qty:1
SEQN:178445 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T62
DrwNo:187.21.1739.55040
SSB /WHK 07/06/2021
T5
23'7"4 27'0"12
6'4"15
6'4"15
12'3"12
5'10"13
18'2"2
5'10"6
23'7"4
5'5"2
29'0"6
5'5"2
34'7"4
5'6"14
38'8"4
4'1"
45'10"1
7'1"13
50'3"12
4'5"11
50'8"
4"4
6'3"3
6'3"3
12'5"8
6'2"5
17'10"10
5'5"2
23'7"4
5'8"10
29'3"14
5'8"10
34'10"12
5'6"14
38'8"4
3'9"8
46'2"1
7'5"13
50'5"8
4'3"7
50'8"
2"8
1'
6"3 2'8"5'7"125'10"6(a)(a)
8'1"A B
C
D E F G H I
J K L
MNOPQRSTUV
5 12
3X5(B1)1.5X4
5X8
5X8
5X6
4X8
3X5
5X6
5X8
5X6
5X6
3X8
4X6
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: sbcindustry.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.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 45.84
TC: From 2 plf at 45.84 to 2 plf at 50.67
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 50.67
TC: 178 lb Conc. Load at 45.90,46.94
TC: 296 lb Conc. Load at 48.94
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.
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.
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
B 720 /-/-/-/390 /-
S 2512 /-/-/-/1504 /-
M 1164 /-/-/-/702 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
S Brg Width = 3.5 Min Req =2.6
M Brg Width = 3.6 Min Req =1.5
Bearings B, S, & 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 556 -1116
C - D 237 -574
D - E 415 -187
E - F 1285 -795
Chords Tens.Comp.
F - G 1285 -795
H - I 363 -785
I - J 656 -1168
J - K 1094 -1771
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - V 969 -457
V - U 965 -459
U - T 470 -159
T - S 202 -440
Chords Tens.Comp.
R - Q 763 -352
Q - P 1004 -534
P - O 1869 -1173
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - U 332 -563
D - U 409 -94
D - T 480 -795
T - E 658 -276
E - S 832 -1387
S - G 976 -1594
G - R 805 -379
R - H 613 -971
Webs Tens.Comp.
H - Q 450 -204
Q - I 296 -456
I - P 418 -160
P - J 673 -927
J - O 653 -810
O - K 1984 -1225
K - N 709 -1128
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 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):-0.065 J 999 360
VERT(CL):0.129 J 999 240
HORZ(LL):0.025 N - -
HORZ(TL):0.047 N - -
Creep Factor: 2.0
Max TC CSI:0.625
Max BC CSI:0.640
Max Web CSI:0.989
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T5
Ply: 1
Qty:1
SEQN:178445 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T62
DrwNo:187.21.1739.55040
SSB /WHK 07/06/2021
T5
23'7"4 27'0"12
6'4"15
6'4"15
12'3"12
5'10"13
18'2"2
5'10"6
23'7"4
5'5"2
29'0"6
5'5"2
34'7"4
5'6"14
38'8"4
4'1"
45'10"1
7'1"13
50'3"12
4'5"11
50'8"
4"4
6'3"3
6'3"3
12'5"8
6'2"5
17'10"10
5'5"2
23'7"4
5'8"10
29'3"14
5'8"10
34'10"12
5'6"14
38'8"4
3'9"8
46'2"1
7'5"13
50'5"8
4'3"7
50'8"
2"8
1'
6"3 2'8"5'7"125'10"6(a)(a)
8'1"A B
C
D E F G H I
J K L
MNOPQRSTUV
5 12
3X5(B1)1.5X4
5X8
5X8
5X6
4X8
3X5
5X6
5X8
5X6
5X6
3X8
4X6
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 377 /-/-/456 /252 /380
M 1030 /-/0 /782 /683 /0
H 658 /-/-/334 /390 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 338 -740
E - F 409 -689
Chords Tens.Comp.
F - G 408 -688
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 632 -371
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 624 -805
L - D 638 -765
D - J 647 -414
Webs Tens.Comp.
F - I 372 -383
I - G 837 -497
G - H 408 -608
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.045 K 999 360
VERT(CL):-0.081 K 999 240
HORZ(LL):-0.008 M - -
HORZ(TL):0.011 M - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.402
Max Web CSI:0.440
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T6
Ply: 1
Qty:1
SEQN:178512 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T37
DrwNo:187.21.1739.56493
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"10
4'6"10
8'10"10
4'4"
14'3"12
5'5"2
20'4"6
6'0"10
26'5"
6'0"10
9'0"6
9'0"6
14'3"12
5'3"6
20'4"6
6'0"10
26'5"
6'0"101'
6"3 2'4'5"126'5"126'8"68'1"
10'1"
A
B
C
D
E F G
HIJ
K
L
M
5
12
3X4(B1)
1.5X4
6X6
3X33X4
4X7
3X4
1.5X4
3X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 377 /-/-/456 /252 /380
M 1030 /-/0 /782 /683 /0
H 658 /-/-/334 /390 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 338 -740
E - F 409 -689
Chords Tens.Comp.
F - G 408 -688
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 632 -371
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 624 -805
L - D 638 -765
D - J 647 -414
Webs Tens.Comp.
F - I 372 -383
I - G 837 -497
G - H 408 -608
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.045 K 999 360
VERT(CL):-0.081 K 999 240
HORZ(LL):-0.008 M - -
HORZ(TL):0.011 M - -
Creep Factor: 2.0
Max TC CSI:0.541
Max BC CSI:0.402
Max Web CSI:0.440
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T6
Ply: 1
Qty:1
SEQN:178512 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T37
DrwNo:187.21.1739.56493
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"10
4'6"10
8'10"10
4'4"
14'3"12
5'5"2
20'4"6
6'0"10
26'5"
6'0"10
9'0"6
9'0"6
14'3"12
5'3"6
20'4"6
6'0"10
26'5"
6'0"101'
6"3 2'4'5"126'5"126'8"68'1"
10'1"
A
B
C
D
E F G
HIJ
K
L
M
5
12
3X4(B1)
1.5X4
6X6
3X33X4
4X7
3X4
1.5X4
3X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 374 /-/-/455 /252 /431
M 1045 /-/0 /818 /711 /0
H 653 /-/-/345 /392 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 313 -736
E - F 301 -497
Chords Tens.Comp.
F - G 301 -497
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 606 -369
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 669 -837
L - D 692 -778
D - J 591 -386
Webs Tens.Comp.
I - G 701 -424
G - H 409 -609
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.044 K 999 360
VERT(CL):-0.081 K 999 240
HORZ(LL):-0.009 I - -
HORZ(TL):0.013 I - -
Creep Factor: 2.0
Max TC CSI:0.545
Max BC CSI:0.467
Max Web CSI:0.418
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T7
Ply: 1
Qty:1
SEQN:178509 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T35
DrwNo:187.21.1739.58290
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"4
4'6"4
8'10"10
4'4"6
16'3"12
7'5"2
21'4"6
5'0"10
26'5"
5'0"10
9'0"6
9'0"6
16'3"12
7'3"6
21'4"6
5'0"10
26'5"
5'0"101'
6"3 2'5'3"127'3"127'6"68'1"
10'1"
A
B
C
D
E F G
HIJ
K
L
M
5
12
3X4(B1)
5X5
6X6
3X33X4
4X8
3X4
1.5X4
3X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 374 /-/-/455 /252 /431
M 1045 /-/0 /818 /711 /0
H 653 /-/-/345 /392 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 313 -736
E - F 301 -497
Chords Tens.Comp.
F - G 301 -497
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 606 -369
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 669 -837
L - D 692 -778
D - J 591 -386
Webs Tens.Comp.
I - G 701 -424
G - H 409 -609
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.044 K 999 360
VERT(CL):-0.081 K 999 240
HORZ(LL):-0.009 I - -
HORZ(TL):0.013 I - -
Creep Factor: 2.0
Max TC CSI:0.545
Max BC CSI:0.467
Max Web CSI:0.418
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T7
Ply: 1
Qty:1
SEQN:178509 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T35
DrwNo:187.21.1739.58290
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"4
4'6"4
8'10"10
4'4"6
16'3"12
7'5"2
21'4"6
5'0"10
26'5"
5'0"10
9'0"6
9'0"6
16'3"12
7'3"6
21'4"6
5'0"10
26'5"
5'0"101'
6"3 2'5'3"127'3"127'6"68'1"
10'1"
A
B
C
D
E F G
HIJ
K
L
M
5
12
3X4(B1)
5X5
6X6
3X33X4
4X8
3X4
1.5X4
3X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 380 /-/-/458 /248 /481
N 1013 /-/0 /819 /684 /0
I 663 /-/-/370 /414 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 7.6 Min Req =1.5
I Brg Width = -Min Req =-
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - F 299 -635
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - K 607 -452
Chords Tens.Comp.
K - J 535 -325
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - M 621 -788
M - E 588 -736
Webs Tens.Comp.
J - H 648 -418
H - I 429 -623
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.044 L 999 360
VERT(CL):-0.081 L 999 240
HORZ(LL):-0.013 J - -
HORZ(TL):0.016 J - -
Creep Factor: 2.0
Max TC CSI:0.260
Max BC CSI:0.822
Max Web CSI:0.497
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T8
Ply: 1
Qty:1
SEQN:178505 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T33
DrwNo:187.21.1740.03597
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"4
4'6"4
8'8"14
4'2"10
13'7"3
4'10"5
18'3"12
4'8"9
22'4"6
4'0"10
26'5"
4'0"10
9'0"6
9'0"6
18'3"12
9'3"6
22'4"6
4'0"10
26'5"
4'0"101'
6"3 2'6'1"128'1"128'4"68'1"
10'1"
A
B
C
D
E
F G H
IJK
L
M
N
5 12
3X4(B1)
5X5
6X6
1.5X45X5
3X4
4X7
3X4
1.5X4
3X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 380 /-/-/458 /248 /481
N 1013 /-/0 /819 /684 /0
I 663 /-/-/370 /414 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 7.6 Min Req =1.5
I Brg Width = -Min Req =-
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
E - F 299 -635
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - K 607 -452
Chords Tens.Comp.
K - J 535 -325
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - M 621 -788
M - E 588 -736
Webs Tens.Comp.
J - H 648 -418
H - I 429 -623
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.044 L 999 360
VERT(CL):-0.081 L 999 240
HORZ(LL):-0.013 J - -
HORZ(TL):0.016 J - -
Creep Factor: 2.0
Max TC CSI:0.260
Max BC CSI:0.822
Max Web CSI:0.497
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T8
Ply: 1
Qty:1
SEQN:178505 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T33
DrwNo:187.21.1740.03597
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"4
4'6"4
8'8"14
4'2"10
13'7"3
4'10"5
18'3"12
4'8"9
22'4"6
4'0"10
26'5"
4'0"10
9'0"6
9'0"6
18'3"12
9'3"6
22'4"6
4'0"10
26'5"
4'0"101'
6"3 2'6'1"128'1"128'4"68'1"
10'1"
A
B
C
D
E
F G H
IJK
L
M
N
5 12
3X4(B1)
5X5
6X6
1.5X45X5
3X4
4X7
3X4
1.5X4
3X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 379 /-/-/230 /25 /531
M 1026 /-/0 /729 /753 /0
H 659 /-/-/387 /421 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 130 -427
D - E 238 -750
Chords Tens.Comp.
E - F 225 -510
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 646 -443
Chords Tens.Comp.
I - H 403 -256
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 637 -798
L - D 653 -756
D - J 646 -455
Webs Tens.Comp.
F - I 397 -90
F - H 380 -598
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.021 K 999 360
VERT(CL):-0.058 K 999 240
HORZ(LL):-0.013 H - -
HORZ(TL):0.014 H - -
Creep Factor: 2.0
Max TC CSI:0.638
Max BC CSI:0.633
Max Web CSI:0.335
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T9
Ply: 1
Qty:1
SEQN:178501 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T36
DrwNo:187.21.1740.04813
SSB /WHK 07/06/2021
8'7"13 17'9"3
4'6"10
4'6"10
8'10"4
4'3"10
14'8"15
5'10"11
20'3"12
5'6"13
26'5"
6'1"4
9'0"6
9'0"6
14'5"7
5'5"1
20'3"12
5'10"5
26'5"
6'1"41'
6"3 2'6'11"128'11"129'2"6(a)
8'1"
10'1"
A
B
C
D
E
F G
HIJ
K
L
M
5 12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
4X7
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 379 /-/-/230 /25 /531
M 1026 /-/0 /729 /753 /0
H 659 /-/-/387 /421 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 130 -427
D - E 238 -750
Chords Tens.Comp.
E - F 225 -510
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 646 -443
Chords Tens.Comp.
I - H 403 -256
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 637 -798
L - D 653 -756
D - J 646 -455
Webs Tens.Comp.
F - I 397 -90
F - H 380 -598
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.021 K 999 360
VERT(CL):-0.058 K 999 240
HORZ(LL):-0.013 H - -
HORZ(TL):0.014 H - -
Creep Factor: 2.0
Max TC CSI:0.638
Max BC CSI:0.633
Max Web CSI:0.335
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T9
Ply: 1
Qty:1
SEQN:178501 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T36
DrwNo:187.21.1740.04813
SSB /WHK 07/06/2021
8'7"13 17'9"3
4'6"10
4'6"10
8'10"4
4'3"10
14'8"15
5'10"11
20'3"12
5'6"13
26'5"
6'1"4
9'0"6
9'0"6
14'5"7
5'5"1
20'3"12
5'10"5
26'5"
6'1"41'
6"3 2'6'11"128'11"129'2"6(a)
8'1"
10'1"
A
B
C
D
E
F G
HIJ
K
L
M
5 12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
4X7
3X4
1.5X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 377 /-/-/462 /244 /582
M 1033 /-/0 /858 /722 /0
H 656 /-/-/418 /433 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 116 -497
D - E 206 -762
Chords Tens.Comp.
E - F 137 -392
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 646 -450
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 660 -812
L - D 679 -763
D - J 643 -461
Webs Tens.Comp.
E - I 328 -447
F - I 423 -144
F - H 383 -588
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.042 K 999 360
VERT(CL):-0.081 K 999 240
HORZ(LL):-0.013 H - -
HORZ(TL):0.015 H - -
Creep Factor: 2.0
Max TC CSI:0.540
Max BC CSI:0.468
Max Web CSI:0.397
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T10
Ply: 1
Qty:1
SEQN:178497 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T34
DrwNo:187.21.1740.06043
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"10
4'6"10
8'10"4
4'3"10
15'8"15
6'10"11
22'3"12
6'6"13
26'5"
4'1"4
9'0"6
9'0"6
15'5"7
6'5"1
22'3"12
6'10"5
26'5"
4'1"41'
6"3 2'7'9"129'9"1210'0"6(a)
(a)
8'1"
10'1"
A
B
C
D
E
F G
HIJ
K
L
M
5 12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
4X7
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 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.
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 377 /-/-/462 /244 /582
M 1033 /-/0 /858 /722 /0
H 656 /-/-/418 /433 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 7.6 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 116 -497
D - E 206 -762
Chords Tens.Comp.
E - F 137 -392
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 646 -450
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 660 -812
L - D 679 -763
D - J 643 -461
Webs Tens.Comp.
E - I 328 -447
F - I 423 -144
F - H 383 -588
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.042 K 999 360
VERT(CL):-0.081 K 999 240
HORZ(LL):-0.013 H - -
HORZ(TL):0.015 H - -
Creep Factor: 2.0
Max TC CSI:0.540
Max BC CSI:0.468
Max Web CSI:0.397
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T10
Ply: 1
Qty:1
SEQN:178497 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T34
DrwNo:187.21.1740.06043
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"10
4'6"10
8'10"4
4'3"10
15'8"15
6'10"11
22'3"12
6'6"13
26'5"
4'1"4
9'0"6
9'0"6
15'5"7
6'5"1
22'3"12
6'10"5
26'5"
4'1"41'
6"3 2'7'9"129'9"1210'0"6(a)
(a)
8'1"
10'1"
A
B
C
D
E
F G
HIJ
K
L
M
5 12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
4X7
3X4
1.5X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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.
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 382 /-/-/465 /239 /632
N 1012 /-/0 /852 /703 /0
I 663 /-/-/455 /457 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 7.6 Min Req =1.5
I Brg Width = -Min Req =-
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 111 -521
D - E 53 -386
Chords Tens.Comp.
E - F 203 -676
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - K 632 -469
Chords Tens.Comp.
K - J 470 -347
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - M 636 -788
M - E 580 -755
F - J 395 -504
Webs Tens.Comp.
G - J 506 -258
G - I 408 -629
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.042 L 999 360
VERT(CL):-0.081 L 999 240
HORZ(LL):-0.019 I - -
HORZ(TL):0.022 I - -
Creep Factor: 2.0
Max TC CSI:0.284
Max BC CSI:0.629
Max Web CSI:0.602
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T11
Ply: 1
Qty:1
SEQN:178493 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T30
DrwNo:187.21.1740.07250
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"10
4'6"10
8'8"8
4'1"14
14'1"5
5'4"13
19'4"1
5'2"11
24'3"12
4'11"11
26'5"
2'1"4
9'0"6
9'0"6
16'8"11
7'8"5
24'3"12
7'7"1
26'5"
2'1"41'
6"3 2'8'7"1210'7"1210'10"6(a)
(b)
8'1"
10'1"
A
B
C
D
E
F
G H
IJK
L
M
N
5 12
3X4(B1)
1.5X4
6X6
5X54X4
3X4
3X4
3X4
4X7
3X4
2X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2700f-2.2E; B2 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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.
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 382 /-/-/465 /239 /632
N 1012 /-/0 /852 /703 /0
I 663 /-/-/455 /457 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 7.6 Min Req =1.5
I Brg Width = -Min Req =-
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 111 -521
D - E 53 -386
Chords Tens.Comp.
E - F 203 -676
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - K 632 -469
Chords Tens.Comp.
K - J 470 -347
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - M 636 -788
M - E 580 -755
F - J 395 -504
Webs Tens.Comp.
G - J 506 -258
G - I 408 -629
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.042 L 999 360
VERT(CL):-0.081 L 999 240
HORZ(LL):-0.019 I - -
HORZ(TL):0.022 I - -
Creep Factor: 2.0
Max TC CSI:0.284
Max BC CSI:0.629
Max Web CSI:0.602
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T11
Ply: 1
Qty:1
SEQN:178493 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T30
DrwNo:187.21.1740.07250
SSB /WHK 07/06/2021
B2
8'7"13 17'9"3
4'6"10
4'6"10
8'8"8
4'1"14
14'1"5
5'4"13
19'4"1
5'2"11
24'3"12
4'11"11
26'5"
2'1"4
9'0"6
9'0"6
16'8"11
7'8"5
24'3"12
7'7"1
26'5"
2'1"41'
6"3 2'8'7"1210'7"1210'10"6(a)
(b)
8'1"
10'1"
A
B
C
D
E
F
G H
IJK
L
M
N
5 12
3X4(B1)
1.5X4
6X6
5X54X4
3X4
3X4
3X4
4X7
3X4
2X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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.
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 383 /-/-/224 /-/639
N 1010 /-/0 /737 /746 /0
I 664 /-/-/455 /460 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 7.6 Min Req =1.5
I Brg Width = -Min Req =-
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 146 -509
Chords Tens.Comp.
E - F 198 -678
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - K 634 -472
Chords Tens.Comp.
K - J 472 -351
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - M 629 -785
M - E 571 -749
F - J 407 -519
Webs Tens.Comp.
G - J 516 -257
G - I 410 -642
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.021 L 999 360
VERT(CL):-0.058 L 999 240
HORZ(LL):-0.020 I - -
HORZ(TL):0.023 I - -
Creep Factor: 2.0
Max TC CSI:0.313
Max BC CSI:0.637
Max Web CSI:0.597
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T12
Ply: 1
Qty:1
SEQN:178486 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T31
DrwNo:187.21.1740.08353
SSB /WHK 07/06/2021
8'7"13 17'9"3
4'6"10
4'6"10
8'8"8
4'1"14
14'1"5
5'4"13
19'4"1
5'2"11
24'6"12
5'2"11
26'5"
1'10"4
9'0"6
9'0"6
16'8"11
7'8"5
24'6"12
7'10"1
26'5"
1'10"41'
6"3 2'8'9"10'9"10'11"10(a)
(a)(b)
8'1"
10'1"
A
B
C
D
E
F
G H
IJK
L
M
N
5 12
3X4(B1)
1.5X4
6X6
5X54X4
3X4
3X4
3X4
4X7
3X4
2X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Bracing
(b) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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.
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 383 /-/-/224 /-/639
N 1010 /-/0 /737 /746 /0
I 664 /-/-/455 /460 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
N Brg Width = 7.6 Min Req =1.5
I Brg Width = -Min Req =-
Bearings B & N are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 146 -509
Chords Tens.Comp.
E - F 198 -678
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - K 634 -472
Chords Tens.Comp.
K - J 472 -351
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
N - M 629 -785
M - E 571 -749
F - J 407 -519
Webs Tens.Comp.
G - J 516 -257
G - I 410 -642
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.021 L 999 360
VERT(CL):-0.058 L 999 240
HORZ(LL):-0.020 I - -
HORZ(TL):0.023 I - -
Creep Factor: 2.0
Max TC CSI:0.313
Max BC CSI:0.637
Max Web CSI:0.597
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T12
Ply: 1
Qty:1
SEQN:178486 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T31
DrwNo:187.21.1740.08353
SSB /WHK 07/06/2021
8'7"13 17'9"3
4'6"10
4'6"10
8'8"8
4'1"14
14'1"5
5'4"13
19'4"1
5'2"11
24'6"12
5'2"11
26'5"
1'10"4
9'0"6
9'0"6
16'8"11
7'8"5
24'6"12
7'10"1
26'5"
1'10"41'
6"3 2'8'9"10'9"10'11"10(a)
(a)(b)
8'1"
10'1"
A
B
C
D
E
F
G H
IJK
L
M
N
5 12
3X4(B1)
1.5X4
6X6
5X54X4
3X4
3X4
3X4
4X7
3X4
2X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 451 /-/-/289 /59 /588
M 918 /-/0 /661 /691 /0
H 676 /-/-/434 /448 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & 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 0 -448
C - D 85 -406
Chords Tens.Comp.
D - E 236 -813
E - F 133 -387
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 383 -342
Chords Tens.Comp.
J - I 689 -482
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 599 -720
L - D 626 -683
D - J 521 -373
Webs Tens.Comp.
E - I 370 -507
F - I 454 -167
F - H 399 -612
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.067 D 999 360
VERT(CL):0.124 D 865 240
HORZ(LL):0.041 H - -
HORZ(TL):0.077 H - -
Creep Factor: 2.0
Max TC CSI:0.569
Max BC CSI:0.900
Max Web CSI:0.428
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T13
Ply: 1
Qty:1
SEQN:178475 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T23
DrwNo:187.21.1740.09520
SSB /WHK 07/06/2021
8'10"10 17'6"6
4'6"10
4'6"10
8'10"4
4'3"10
15'10"7
7'0"3
22'6"12
6'8"5
26'5"
3'10"4
9'0"6
9'0"6
15'6"15
6'6"9
22'6"12
6'11"13
26'5"
3'10"41'
6"3 2'7'11"9'11"10'1"10(a)
(a)
8'1"
10'1"
A
B
C
D
E
F G
HIJ
K
L
M
5 12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
4X7
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 451 /-/-/289 /59 /588
M 918 /-/0 /661 /691 /0
H 676 /-/-/434 /448 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
H Brg Width = -Min Req =-
Bearings B & 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 0 -448
C - D 85 -406
Chords Tens.Comp.
D - E 236 -813
E - F 133 -387
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 383 -342
Chords Tens.Comp.
J - I 689 -482
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
M - L 599 -720
L - D 626 -683
D - J 521 -373
Webs Tens.Comp.
E - I 370 -507
F - I 454 -167
F - H 399 -612
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.067 D 999 360
VERT(CL):0.124 D 865 240
HORZ(LL):0.041 H - -
HORZ(TL):0.077 H - -
Creep Factor: 2.0
Max TC CSI:0.569
Max BC CSI:0.900
Max Web CSI:0.428
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T13
Ply: 1
Qty:1
SEQN:178475 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T23
DrwNo:187.21.1740.09520
SSB /WHK 07/06/2021
8'10"10 17'6"6
4'6"10
4'6"10
8'10"4
4'3"10
15'10"7
7'0"3
22'6"12
6'8"5
26'5"
3'10"4
9'0"6
9'0"6
15'6"15
6'6"9
22'6"12
6'11"13
26'5"
3'10"41'
6"3 2'7'11"9'11"10'1"10(a)
(a)
8'1"
10'1"
A
B
C
D
E
F G
HIJ
K
L
M
5 12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
4X7
3X4
1.5X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; 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.
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.
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 454 /-/-/284 /129 /429
U 1223 /-/0 /860 /847 /0
L 997 /-/-/485 /593 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
U Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B, U, & 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 15 -426
D - E 613 -1237
E - F 659 -1097
Chords Tens.Comp.
F - G 586 -812
G - H 585 -809
H - I 309 -468
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1098 -685
Chords Tens.Comp.
Q - N 956 -562
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - T 764 -1038
T - D 786 -1005
D - R 972 -613
N - M 448 -249
Webs Tens.Comp.
N - H 895 -545
M - H 555 -820
M - I 782 -446
I - L 606 -962
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.088 E 999 360
VERT(CL):0.163 E 999 240
HORZ(LL):0.060 M - -
HORZ(TL):0.112 M - -
Creep Factor: 2.0
Max TC CSI:0.388
Max BC CSI:0.532
Max Web CSI:0.879
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T14
Ply: 1
Qty:1
SEQN:178519 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T3
DrwNo:187.21.1740.10777
SSB /WHK 07/06/2021
B1
8'10"10 25'7"4"14
4'6"10
4'6"10
8'10"4
4'3"10
14'10"7
6'0"3
20'6"12
5'8"5
26'10"4
6'3"8
30'5"4
3'7"
34'2"2
3'8"14
34'10"8
8"6
9'0"6
9'0"6
14'6"15
5'6"9
20'6"12
5'11"13
26'8"8
6'1"12
30'3"8
3'7"
34'3"14
4'0"6
34'10"8
6"101'
6"3 7'2"132'9'1"9'3"10(a)
(a)
8'1"A B
C
D
E
F G H
I J
KLM
N
OP
QR
S
T
U
5
12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
5X8
3X4
1.5X4
6X81.5X4 3X8
5X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; 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.
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.
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 454 /-/-/284 /129 /429
U 1223 /-/0 /860 /847 /0
L 997 /-/-/485 /593 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
U Brg Width = 3.5 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B, U, & 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 15 -426
D - E 613 -1237
E - F 659 -1097
Chords Tens.Comp.
F - G 586 -812
G - H 585 -809
H - I 309 -468
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1098 -685
Chords Tens.Comp.
Q - N 956 -562
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - T 764 -1038
T - D 786 -1005
D - R 972 -613
N - M 448 -249
Webs Tens.Comp.
N - H 895 -545
M - H 555 -820
M - I 782 -446
I - L 606 -962
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.088 E 999 360
VERT(CL):0.163 E 999 240
HORZ(LL):0.060 M - -
HORZ(TL):0.112 M - -
Creep Factor: 2.0
Max TC CSI:0.388
Max BC CSI:0.532
Max Web CSI:0.879
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T14
Ply: 1
Qty:1
SEQN:178519 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T3
DrwNo:187.21.1740.10777
SSB /WHK 07/06/2021
B1
8'10"10 25'7"4"14
4'6"10
4'6"10
8'10"4
4'3"10
14'10"7
6'0"3
20'6"12
5'8"5
26'10"4
6'3"8
30'5"4
3'7"
34'2"2
3'8"14
34'10"8
8"6
9'0"6
9'0"6
14'6"15
5'6"9
20'6"12
5'11"13
26'8"8
6'1"12
30'3"8
3'7"
34'3"14
4'0"6
34'10"8
6"101'
6"3 7'2"132'9'1"9'3"10(a)
(a)
8'1"A B
C
D
E
F G H
I J
KLM
N
OP
QR
S
T
U
5
12
3X4(B1)
1.5X4
6X6
3X35X5
3X4
3X4
5X8
3X4
1.5X4
6X81.5X4 3X8
5X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
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.
Right end vertical not exposed to wind pressure.
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 456 /-/-/299 /131 /429
W 1221 /-/0 /834 /846 /0
M 998 /-/-/476 /595 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
W Brg Width = 3.5 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
Bearings B, W, & 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 0 -427
D - E 573 -1185
E - F 681 -1161
Chords Tens.Comp.
F - G 691 -1060
G - H 615 -923
H - I 614 -921
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
T - S 1064 -664
S - R 1021 -619
Chords Tens.Comp.
R - O 1062 -638
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -V 758 -1032
V - D 776 -1008
D - T 961 -607
O - I 976 -601
Webs Tens.Comp.
N - I 589 -836
N - J 882 -511
J - M 592 -993
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.086 E 999 360
VERT(CL):0.161 E 999 240
HORZ(LL):0.058 N - -
HORZ(TL):0.109 N - -
Creep Factor: 2.0
Max TC CSI:0.312
Max BC CSI:0.532
Max Web CSI:0.933
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T15
Ply: 1
Qty:1
SEQN:178523 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T8
DrwNo:187.21.1740.11963
SSB /WHK 07/06/2021
B1
8'10"10 25'7"4"14
4'6"4
4'6"4
8'10"10
4'4"6
13'10"7
4'11"13
18'6"12
4'8"5
22'11"2
4'4"6
26'10"4
3'11"2
32'5"4
5'7"
34'2"2
1'8"14
34'10"8
8"6
9'0"6
9'0"6
13'6"15
4'6"9
18'6"12
4'11"13
22'7"10
4'0"14
26'8"8
4'0"14
32'3"8
5'7"
34'3"14
2'0"6
34'10"8
6"10
1'
6"3 7'2"132'8'3"8'5"108'1"A B
C
D
E
F G H I
J K
LMN
O
PQ
RST
U
V
W
5 12
3X4(B1)
5X5
6X6
3X33X4
3X4
3X4
5X8
3X4 3X4
3X4 1.5X4
5X81.5X4 3X8
5X8
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
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.
Right end vertical not exposed to wind pressure.
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 456 /-/-/299 /131 /429
W 1221 /-/0 /834 /846 /0
M 998 /-/-/476 /595 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
W Brg Width = 3.5 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
Bearings B, W, & 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 0 -427
D - E 573 -1185
E - F 681 -1161
Chords Tens.Comp.
F - G 691 -1060
G - H 615 -923
H - I 614 -921
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
T - S 1064 -664
S - R 1021 -619
Chords Tens.Comp.
R - O 1062 -638
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -V 758 -1032
V - D 776 -1008
D - T 961 -607
O - I 976 -601
Webs Tens.Comp.
N - I 589 -836
N - J 882 -511
J - M 592 -993
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.086 E 999 360
VERT(CL):0.161 E 999 240
HORZ(LL):0.058 N - -
HORZ(TL):0.109 N - -
Creep Factor: 2.0
Max TC CSI:0.312
Max BC CSI:0.532
Max Web CSI:0.933
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T15
Ply: 1
Qty:1
SEQN:178523 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T8
DrwNo:187.21.1740.11963
SSB /WHK 07/06/2021
B1
8'10"10 25'7"4"14
4'6"4
4'6"4
8'10"10
4'4"6
13'10"7
4'11"13
18'6"12
4'8"5
22'11"2
4'4"6
26'10"4
3'11"2
32'5"4
5'7"
34'2"2
1'8"14
34'10"8
8"6
9'0"6
9'0"6
13'6"15
4'6"9
18'6"12
4'11"13
22'7"10
4'0"14
26'8"8
4'0"14
32'3"8
5'7"
34'3"14
2'0"6
34'10"8
6"10
1'
6"3 7'2"132'8'3"8'5"108'1"A B
C
D
E
F G H I
J K
LMN
O
PQ
RST
U
V
W
5 12
3X4(B1)
5X5
6X6
3X33X4
3X4
3X4
5X8
3X4 3X4
3X4 1.5X4
5X81.5X4 3X8
5X8
3X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 1360 /-/-/904 /753 /438
L 1312 /-/-/702 /801 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1432 -2599
C - D 1315 -2371
D - E 1017 -1702
E - F 1038 -1607
Chords Tens.Comp.
F - G 871 -1371
G - H 871 -1371
H - I 528 -846
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2324 -1646
P - O 1965 -1343
Chords Tens.Comp.
O - N 1563 -1012
N - M 887 -559
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - D 433 -132
D - O 485 -602
E - O 978 -543
O - F 310 -420
Webs Tens.Comp.
N - H 816 -527
H - M 748 -996
M - I 1403 -876
I - L 818 -1263
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.160 D 999 360
VERT(CL):0.299 D 999 240
HORZ(LL):-0.052 M - -
HORZ(TL):0.093 M - -
Creep Factor: 2.0
Max TC CSI:0.735
Max BC CSI:0.999
Max Web CSI:0.889
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T16
Ply: 1
Qty:1
SEQN:178553 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T7
DrwNo:187.21.1740.13280
SSB /WHK 07/06/2021
34'5"10 4"14
5'11"8
5'11"8
11'8"
5'8"8
17'5"4
5'9"4
18'3"12
10"8
23'6"10
5'2"14
28'9"8
5'2"14
34'2"2
5'4"10
34'10"8
8"6
8'9"15
8'9"15
17'5"4
8'7"5
23'6"10
6'1"6
29'1"
5'6"6
34'3"14
5'2"14
34'10"8
6"10
1'
6"3 3"87'9"68'(a)(a)(a)
8'1"A B
C
D
E F G H I J
KLMNOP
5
12
4X5(B1)
1.5X4
3X4
5X5
5X5
5X8
5X5 1.5X4
3X8
3X4
4X5
4X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 1360 /-/-/904 /753 /438
L 1312 /-/-/702 /801 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1432 -2599
C - D 1315 -2371
D - E 1017 -1702
E - F 1038 -1607
Chords Tens.Comp.
F - G 871 -1371
G - H 871 -1371
H - I 528 -846
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2324 -1646
P - O 1965 -1343
Chords Tens.Comp.
O - N 1563 -1012
N - M 887 -559
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - D 433 -132
D - O 485 -602
E - O 978 -543
O - F 310 -420
Webs Tens.Comp.
N - H 816 -527
H - M 748 -996
M - I 1403 -876
I - L 818 -1263
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.160 D 999 360
VERT(CL):0.299 D 999 240
HORZ(LL):-0.052 M - -
HORZ(TL):0.093 M - -
Creep Factor: 2.0
Max TC CSI:0.735
Max BC CSI:0.999
Max Web CSI:0.889
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T16
Ply: 1
Qty:1
SEQN:178553 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T7
DrwNo:187.21.1740.13280
SSB /WHK 07/06/2021
34'5"10 4"14
5'11"8
5'11"8
11'8"
5'8"8
17'5"4
5'9"4
18'3"12
10"8
23'6"10
5'2"14
28'9"8
5'2"14
34'2"2
5'4"10
34'10"8
8"6
8'9"15
8'9"15
17'5"4
8'7"5
23'6"10
6'1"6
29'1"
5'6"6
34'3"14
5'2"14
34'10"8
6"10
1'
6"3 3"87'9"68'(a)(a)(a)
8'1"A B
C
D
E F G H I J
KLMNOP
5
12
4X5(B1)
1.5X4
3X4
5X5
5X5
5X8
5X5 1.5X4
3X8
3X4
4X5
4X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 1360 /-/-/889 /764 /388
L 1314 /-/-/682 /810 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1457 -2606
C - D 1364 -2419
D - E 1123 -1857
E - F 1057 -1648
Chords Tens.Comp.
F - G 1146 -1798
G - H 765 -1237
H - I 765 -1237
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2331 -1624
P - O 2057 -1385
Chords Tens.Comp.
O - N 1658 -1064
N - M 1721 -1092
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - O 427 -531
E - O 473 -256
N - F 600 -376
N - G 381 -483
Webs Tens.Comp.
G - M 442 -653
H - M 441 -463
M - I 1641 -1014
I - L 832 -1257
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.161 D 999 360
VERT(CL):0.300 D 999 240
HORZ(LL):-0.053 M - -
HORZ(TL):0.097 M - -
Creep Factor: 2.0
Max TC CSI:0.742
Max BC CSI:0.992
Max Web CSI:0.872
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T17
Ply: 1
Qty:1
SEQN:178549 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T19
DrwNo:187.21.1740.14560
SSB /WHK 07/06/2021
34'5"10 4"14
5'3"10
5'3"10
10'5"6
5'1"12
15'6"12
5'1"6
19'3"12
3'9"
20'3"12
1'
27'2"15
6'11"3
34'2"2
6'11"3
34'10"8
8"6
7'10"11
7'10"11
15'6"12
7'8"1
19'2"
3'7"4
27'2"15
8'0"15
34'3"14
7'0"15
34'10"8
6"10
1'
6"3 6'7"7'7'2"10(a)(a)
8'1"A B
C
D
E F G H I J
KLMNOP
5
12
4X5(B1)
5X5
3X4
3X4
5X8
5X5 3X8
5X5
5X5 1.5X4
6X8
5X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 1360 /-/-/889 /764 /388
L 1314 /-/-/682 /810 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1457 -2606
C - D 1364 -2419
D - E 1123 -1857
E - F 1057 -1648
Chords Tens.Comp.
F - G 1146 -1798
G - H 765 -1237
H - I 765 -1237
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2331 -1624
P - O 2057 -1385
Chords Tens.Comp.
O - N 1658 -1064
N - M 1721 -1092
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - O 427 -531
E - O 473 -256
N - F 600 -376
N - G 381 -483
Webs Tens.Comp.
G - M 442 -653
H - M 441 -463
M - I 1641 -1014
I - L 832 -1257
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.161 D 999 360
VERT(CL):0.300 D 999 240
HORZ(LL):-0.053 M - -
HORZ(TL):0.097 M - -
Creep Factor: 2.0
Max TC CSI:0.742
Max BC CSI:0.992
Max Web CSI:0.872
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T17
Ply: 1
Qty:1
SEQN:178549 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T19
DrwNo:187.21.1740.14560
SSB /WHK 07/06/2021
34'5"10 4"14
5'3"10
5'3"10
10'5"6
5'1"12
15'6"12
5'1"6
19'3"12
3'9"
20'3"12
1'
27'2"15
6'11"3
34'2"2
6'11"3
34'10"8
8"6
7'10"11
7'10"11
15'6"12
7'8"1
19'2"
3'7"4
27'2"15
8'0"15
34'3"14
7'0"15
34'10"8
6"10
1'
6"3 6'7"7'7'2"10(a)(a)
8'1"A B
C
D
E F G H I J
KLMNOP
5
12
4X5(B1)
5X5
3X4
3X4
5X8
5X5 3X8
5X5
5X5 1.5X4
6X8
5X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E; B2 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.
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 1360 /-/-/871 /774 /337
L 1314 /-/-/661 /802 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1434 -2584
C - D 1217 -2059
D - E 1210 -1893
E - F 1210 -1893
Chords Tens.Comp.
F - G 1220 -1965
G - H 769 -1261
H - I 769 -1261
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2310 -1540
Q - P 2308 -1543
P - O 1834 -1167
Chords Tens.Comp.
O - N 1801 -1107
N - M 1868 -1158
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 415 -524
D - P 408 -150
F - N 480 -234
G - M 528 -825
Webs Tens.Comp.
H - M 379 -398
M - I 1677 -1023
I - L 820 -1264
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.147 P 999 360
VERT(CL):0.273 P 999 240
HORZ(LL):0.045 M - -
HORZ(TL):0.084 M - -
Creep Factor: 2.0
Max TC CSI:0.695
Max BC CSI:0.639
Max Web CSI:0.985
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T18
Ply: 1
Qty:1
SEQN:178545 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T1
DrwNo:187.21.1740.15870
SSB /WHK 07/06/2021
B2
34'5"10 4"14
7'0"7
7'0"7
13'6"12
6'6"5
17'5"4
3'10"8
21'3"12
3'10"8
22'3"12
1'
28'2"15
5'11"3
34'2"2
5'11"3
34'10"8
8"6
6'10"11
6'10"11
13'6"12
6'8"1
17'5"4
3'10"8
21'3"12
3'10"8
28'2"15
6'11"3
34'3"14
6'0"15
34'10"8
6"10
1'
6"3 5'9"6'2"6'4"10(a)
8'1"A B
C
D E F G H I J
KLMNOPQ
5
12
4X5(B1)1.5X4
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
5X5 1.5X4
5X8
4X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E; B2 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.
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 1360 /-/-/871 /774 /337
L 1314 /-/-/661 /802 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1434 -2584
C - D 1217 -2059
D - E 1210 -1893
E - F 1210 -1893
Chords Tens.Comp.
F - G 1220 -1965
G - H 769 -1261
H - I 769 -1261
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2310 -1540
Q - P 2308 -1543
P - O 1834 -1167
Chords Tens.Comp.
O - N 1801 -1107
N - M 1868 -1158
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 415 -524
D - P 408 -150
F - N 480 -234
G - M 528 -825
Webs Tens.Comp.
H - M 379 -398
M - I 1677 -1023
I - L 820 -1264
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.147 P 999 360
VERT(CL):0.273 P 999 240
HORZ(LL):0.045 M - -
HORZ(TL):0.084 M - -
Creep Factor: 2.0
Max TC CSI:0.695
Max BC CSI:0.639
Max Web CSI:0.985
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T18
Ply: 1
Qty:1
SEQN:178545 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T1
DrwNo:187.21.1740.15870
SSB /WHK 07/06/2021
B2
34'5"10 4"14
7'0"7
7'0"7
13'6"12
6'6"5
17'5"4
3'10"8
21'3"12
3'10"8
22'3"12
1'
28'2"15
5'11"3
34'2"2
5'11"3
34'10"8
8"6
6'10"11
6'10"11
13'6"12
6'8"1
17'5"4
3'10"8
21'3"12
3'10"8
28'2"15
6'11"3
34'3"14
6'0"15
34'10"8
6"10
1'
6"3 5'9"6'2"6'4"10(a)
8'1"A B
C
D E F G H I J
KLMNOPQ
5
12
4X5(B1)1.5X4
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
5X5 1.5X4
5X8
4X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E; B2 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.
Right end vertical not exposed to wind pressure.
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 1360 /-/-/851 /782 /287
L 1314 /-/-/644 /795 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1458 -2587
C - D 1319 -2218
D - E 1402 -2237
E - F 1402 -2237
Chords Tens.Comp.
F - G 1279 -2107
G - H 773 -1280
H - I 773 -1280
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2316 -1522
Q - P 2316 -1525
P - O 1996 -1255
Chords Tens.Comp.
O - N 1959 -1187
N - M 2005 -1221
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - M 613 -993
M - I 1709 -1033
Webs Tens.Comp.
I - L 810 -1270
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.164 E 999 360
VERT(CL):0.305 E 999 240
HORZ(LL):0.048 M - -
HORZ(TL):0.090 M - -
Creep Factor: 2.0
Max TC CSI:0.668
Max BC CSI:0.537
Max Web CSI:0.820
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T19
Ply: 1
Qty:1
SEQN:178541 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T2
DrwNo:187.21.1740.17283
SSB /WHK 07/06/2021
B2
34'5"10 4"14
6'0"7
6'0"7
11'6"12
5'6"5
17'5"4
5'10"8
23'3"12
5'10"8
24'3"12
1'
29'2"15
4'11"3
34'2"2
4'11"3
34'10"8
8"6
5'10"11
5'10"11
11'6"12
5'8"1
17'5"4
5'10"8
23'3"12
5'10"8
29'2"15
5'11"3
34'3"14
5'0"15
34'10"8
6"10
1'
6"3 4'11"5'4"5'6"108'1"A B
C
D E F G H I J
KLMNOPQ
5
12
4X5(B1)1.5X4
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
5X5 1.5X4
5X8
4X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP 2250f-1.9E; B2 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.
Right end vertical not exposed to wind pressure.
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 1360 /-/-/851 /782 /287
L 1314 /-/-/644 /795 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1458 -2587
C - D 1319 -2218
D - E 1402 -2237
E - F 1402 -2237
Chords Tens.Comp.
F - G 1279 -2107
G - H 773 -1280
H - I 773 -1280
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - Q 2316 -1522
Q - P 2316 -1525
P - O 1996 -1255
Chords Tens.Comp.
O - N 1959 -1187
N - M 2005 -1221
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - M 613 -993
M - I 1709 -1033
Webs Tens.Comp.
I - L 810 -1270
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.164 E 999 360
VERT(CL):0.305 E 999 240
HORZ(LL):0.048 M - -
HORZ(TL):0.090 M - -
Creep Factor: 2.0
Max TC CSI:0.668
Max BC CSI:0.537
Max Web CSI:0.820
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T19
Ply: 1
Qty:1
SEQN:178541 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T2
DrwNo:187.21.1740.17283
SSB /WHK 07/06/2021
B2
34'5"10 4"14
6'0"7
6'0"7
11'6"12
5'6"5
17'5"4
5'10"8
23'3"12
5'10"8
24'3"12
1'
29'2"15
4'11"3
34'2"2
4'11"3
34'10"8
8"6
5'10"11
5'10"11
11'6"12
5'8"1
17'5"4
5'10"8
23'3"12
5'10"8
29'2"15
5'11"3
34'3"14
5'0"15
34'10"8
6"10
1'
6"3 4'11"5'4"5'6"108'1"A B
C
D E F G H I J
KLMNOPQ
5
12
4X5(B1)1.5X4
3X4
5X8
3X4
1.5X4
5X8
5X8
3X4
5X5 1.5X4
5X8
4X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
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.
Right end vertical not exposed to wind pressure.
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 1360 /-/-/828 /789 /236
M 1314 /-/-/629 /789 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
Bearings B & 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 1554 -2594
C - D 1378 -2355
D - E 1611 -2596
E - F 1596 -2601
Chords Tens.Comp.
F - G 1597 -2602
G - H 1351 -2248
H - I 752 -1254
I - J 751 -1253
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - S 2324 -1564
S - R 2136 -1306
R - Q 2615 -1604
Chords Tens.Comp.
Q - P 2089 -1254
P - O 2122 -1275
O - N 2123 -1274
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - R 594 -363
Q - G 654 -407
H - N 712 -1186
Webs Tens.Comp.
N - J 1705 -1022
J - M 801 -1277
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.199 E 999 360
VERT(CL):0.371 E 999 240
HORZ(LL):0.056 M - -
HORZ(TL):0.104 M - -
Creep Factor: 2.0
Max TC CSI:0.829
Max BC CSI:0.627
Max Web CSI:0.593
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T20
Ply: 1
Qty:1
SEQN:178537 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T6
DrwNo:187.21.1740.19917
SSB /WHK 07/06/2021
B1
34'5"10 4"14
4'10"11
4'10"11
9'6"12
4'8"1
15'0"1
5'5"5
20'0"3
5'0"1
25'3"12
5'3"9
26'3"12
1'
30'4"11
4'0"15
34'2"2
3'9"7
34'10"8
8"6
9'6"12
9'6"12
14'8"9
5'1"13
20'0"3
5'3"9
25'3"12
5'3"9
26'5"8
1'1"12
30'4"11
3'11"3
34'3"14
3'11"3
34'10"8
6"10
1'
6"3 4'1"4'6"4'8"108'1"A B
C
D E F G H I J K
LMNOPQRS
5
12
4X5(B1)
1.5X4
5X8
3X4 5X5
3X4 1.5X4
5X8
5X8
3X4
5X10(SRS)
1.5X4
1.5X4
5X8
4X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B1 2x4 SP 2250f-1.9E;
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.
Right end vertical not exposed to wind pressure.
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 1360 /-/-/828 /789 /236
M 1314 /-/-/629 /789 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
M Brg Width = 3.5 Min Req =1.5
Bearings B & 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 1554 -2594
C - D 1378 -2355
D - E 1611 -2596
E - F 1596 -2601
Chords Tens.Comp.
F - G 1597 -2602
G - H 1351 -2248
H - I 752 -1254
I - J 751 -1253
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - S 2324 -1564
S - R 2136 -1306
R - Q 2615 -1604
Chords Tens.Comp.
Q - P 2089 -1254
P - O 2122 -1275
O - N 2123 -1274
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - R 594 -363
Q - G 654 -407
H - N 712 -1186
Webs Tens.Comp.
N - J 1705 -1022
J - M 801 -1277
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.199 E 999 360
VERT(CL):0.371 E 999 240
HORZ(LL):0.056 M - -
HORZ(TL):0.104 M - -
Creep Factor: 2.0
Max TC CSI:0.829
Max BC CSI:0.627
Max Web CSI:0.593
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T20
Ply: 1
Qty:1
SEQN:178537 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T6
DrwNo:187.21.1740.19917
SSB /WHK 07/06/2021
B1
34'5"10 4"14
4'10"11
4'10"11
9'6"12
4'8"1
15'0"1
5'5"5
20'0"3
5'0"1
25'3"12
5'3"9
26'3"12
1'
30'4"11
4'0"15
34'2"2
3'9"7
34'10"8
8"6
9'6"12
9'6"12
14'8"9
5'1"13
20'0"3
5'3"9
25'3"12
5'3"9
26'5"8
1'1"12
30'4"11
3'11"3
34'3"14
3'11"3
34'10"8
6"10
1'
6"3 4'1"4'6"4'8"108'1"A B
C
D E F G H I J K
LMNOPQRS
5
12
4X5(B1)
1.5X4
5X8
3X4 5X5
3X4 1.5X4
5X8
5X8
3X4
5X10(SRS)
1.5X4
1.5X4
5X8
4X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2,B3 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.
Right end vertical not exposed to wind pressure.
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 1360 /-/-/803 /795 /186
L 1314 /-/-/626 /785 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1462 -2558
C - D 1445 -2331
D - E 2002 -3354
E - F 2002 -3354
Chords Tens.Comp.
F - G 1334 -2247
G - H 1433 -2423
H - I 1277 -2155
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2276 -1402
P - O 3024 -1863
Chords Tens.Comp.
O - N 3002 -1836
N - M 2259 -1342
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 641 -230
P - D 543 -852
D - O 404 -208
O - F 435 -192
F - N 640 -919
Webs Tens.Comp.
N - G 803 -446
H - M 668 -1060
M - I 2391 -1416
I - L 801 -1255
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.268 E 999 360
VERT(CL):0.499 E 827 240
HORZ(LL):0.059 L - -
HORZ(TL):0.110 L - -
Creep Factor: 2.0
Max TC CSI:0.781
Max BC CSI:0.907
Max Web CSI:0.848
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T21
Ply: 1
Qty:1
SEQN:178533 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T5
DrwNo:187.21.1742.08850
SSB /WHK 07/06/2021
B2 B3
34'5"10 4"14
7'6"12
7'6"12
12'6"14
5'0"2
17'5"4
4'10"6
22'3"10
4'10"6
27'3"12
5'0"2
28'3"12
1'
34'2"2
5'10"6
34'10"8
8"6
7'10"4
7'10"4
17'5"4
9'7"
27'2"
9'8"12
28'7"4
1'5"4
34'3"14
5'8"10
34'10"8
6"10
1'
6"3 3'3"3'8"3'10"10(a)
8'1"A B
C D E F G H I J
KLMNOP
5
12
4X5(B1)
5X5
5X5
5X5 1.5X4
5X8
5X5
5X8
5X5
5X5
4X7
4X7
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2,B3 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.
Right end vertical not exposed to wind pressure.
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 1360 /-/-/803 /795 /186
L 1314 /-/-/626 /785 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.6
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1462 -2558
C - D 1445 -2331
D - E 2002 -3354
E - F 2002 -3354
Chords Tens.Comp.
F - G 1334 -2247
G - H 1433 -2423
H - I 1277 -2155
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 2276 -1402
P - O 3024 -1863
Chords Tens.Comp.
O - N 3002 -1836
N - M 2259 -1342
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - P 641 -230
P - D 543 -852
D - O 404 -208
O - F 435 -192
F - N 640 -919
Webs Tens.Comp.
N - G 803 -446
H - M 668 -1060
M - I 2391 -1416
I - L 801 -1255
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):0.268 E 999 360
VERT(CL):0.499 E 827 240
HORZ(LL):0.059 L - -
HORZ(TL):0.110 L - -
Creep Factor: 2.0
Max TC CSI:0.781
Max BC CSI:0.907
Max Web CSI:0.848
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T21
Ply: 1
Qty:1
SEQN:178533 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T5
DrwNo:187.21.1742.08850
SSB /WHK 07/06/2021
B2 B3
34'5"10 4"14
7'6"12
7'6"12
12'6"14
5'0"2
17'5"4
4'10"6
22'3"10
4'10"6
27'3"12
5'0"2
28'3"12
1'
34'2"2
5'10"6
34'10"8
8"6
7'10"4
7'10"4
17'5"4
9'7"
27'2"
9'8"12
28'7"4
1'5"4
34'3"14
5'8"10
34'10"8
6"10
1'
6"3 3'3"3'8"3'10"10(a)
8'1"A B
C D E F G H I J
KLMNOP
5
12
4X5(B1)
5X5
5X5
5X5 1.5X4
5X8
5X5
5X8
5X5
5X5
4X7
4X7
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T1,T2 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W13 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 5.56
TC: From 28 plf at 5.56 to 28 plf at 29.31
TC: From 55 plf at 29.31 to 55 plf at 34.87
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.59
BC: From 10 plf at 5.59 to 10 plf at 29.28
BC: From 20 plf at 29.28 to 20 plf at 34.55
BC: From 4 plf at 34.55 to 4 plf at 34.87
TC: 284 lb Conc. Load at 5.59,29.28
TC: 137 lb Conc. Load at 7.25, 9.25,11.25,13.25
15.25,17.25,19.25,21.25,23.25,25.25,27.25
BC: 314 lb Conc. Load at 5.59,29.28
BC: 103 lb Conc. Load at 7.25, 9.25,11.25,13.25
15.25,17.25,19.25,21.25,23.25,25.25,27.25
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.
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 2824 /-/-/-/1716 /-
L 2794 /-/-/-/1691 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1811 -2990
C - D 2645 -4381
D - E 2940 -4869
Chords Tens.Comp.
E - F 2940 -4869
F - G 2573 -4262
G - H 1672 -2792
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 2709 -1633
R - Q 2718 -1630
Q - P 4439 -2696
P - O 4323 -2625
Chords Tens.Comp.
O - N 2610 -1571
N - M 2418 -1454
M - L 2401 -1444
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 1812 -1106
Q - D 446 -512
D - P 470 -268
P - F 597 -345
Webs Tens.Comp.
F - O 463 -540
O - G 1800 -1091
N - H 449 -274
H - L 1620 -2696
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):-0.445 E 922 360
VERT(CL):0.807 E 509 240
HORZ(LL):-0.079 C - -
HORZ(TL):0.143 C - -
Creep Factor: 2.0
Max TC CSI:0.942
Max BC CSI:0.703
Max Web CSI:0.589
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T22
Ply: 2
Qty:1
SEQN:178527 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T16
DrwNo:187.21.1742.11980
SSB /WHK 07/06/2021
2 Complete Trusses Required
T1
T2
W13
34'5"10 4"14
5'6"12
5'6"12
11'8"10
6'1"14
17'5"4
5'8"10
23'1"14
5'8"10
29'3"12
6'1"14
30'3"12
1'
34'3"14
4'0"2
34'10"8
6"10
5'8"8
5'8"8
11'5"2
5'8"10
17'5"4
6'0"2
23'5"6
6'0"2
29'3"12
5'10"6
30'5"8
1'1"12
34'1"2
3'7"10
34'10"8
9"6
1'
6"3 2'5"2'10"3'0"108'1"A B
C D E F G H I J
K LMNOPQR
5
12
4X6(B2)
5X8
1.5X4 5X8
3X4 5X5
3X8
3X4
5X8
5X8
3X4
5X14
1.5X4
1.5X4
3X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T1,T2 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP 2250f-1.9E;
Webs: 2x4 SP #2; W13 2x6 SP #2;
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 5.56
TC: From 28 plf at 5.56 to 28 plf at 29.31
TC: From 55 plf at 29.31 to 55 plf at 34.87
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 5.59
BC: From 10 plf at 5.59 to 10 plf at 29.28
BC: From 20 plf at 29.28 to 20 plf at 34.55
BC: From 4 plf at 34.55 to 4 plf at 34.87
TC: 284 lb Conc. Load at 5.59,29.28
TC: 137 lb Conc. Load at 7.25, 9.25,11.25,13.25
15.25,17.25,19.25,21.25,23.25,25.25,27.25
BC: 314 lb Conc. Load at 5.59,29.28
BC: 103 lb Conc. Load at 7.25, 9.25,11.25,13.25
15.25,17.25,19.25,21.25,23.25,25.25,27.25
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.
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 2824 /-/-/-/1716 /-
L 2794 /-/-/-/1691 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
L Brg Width = 3.5 Min Req =1.5
Bearings B & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1811 -2990
C - D 2645 -4381
D - E 2940 -4869
Chords Tens.Comp.
E - F 2940 -4869
F - G 2573 -4262
G - H 1672 -2792
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 2709 -1633
R - Q 2718 -1630
Q - P 4439 -2696
P - O 4323 -2625
Chords Tens.Comp.
O - N 2610 -1571
N - M 2418 -1454
M - L 2401 -1444
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - Q 1812 -1106
Q - D 446 -512
D - P 470 -268
P - F 597 -345
Webs Tens.Comp.
F - O 463 -540
O - G 1800 -1091
N - H 449 -274
H - L 1620 -2696
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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: 3.49 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):-0.445 E 922 360
VERT(CL):0.807 E 509 240
HORZ(LL):-0.079 C - -
HORZ(TL):0.143 C - -
Creep Factor: 2.0
Max TC CSI:0.942
Max BC CSI:0.703
Max Web CSI:0.589
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T22
Ply: 2
Qty:1
SEQN:178527 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T16
DrwNo:187.21.1742.11980
SSB /WHK 07/06/2021
2 Complete Trusses Required
T1
T2
W13
34'5"10 4"14
5'6"12
5'6"12
11'8"10
6'1"14
17'5"4
5'8"10
23'1"14
5'8"10
29'3"12
6'1"14
30'3"12
1'
34'3"14
4'0"2
34'10"8
6"10
5'8"8
5'8"8
11'5"2
5'8"10
17'5"4
6'0"2
23'5"6
6'0"2
29'3"12
5'10"6
30'5"8
1'1"12
34'1"2
3'7"10
34'10"8
9"6
1'
6"3 2'5"2'10"3'0"108'1"A B
C D E F G H I J
K LMNOPQR
5
12
4X6(B2)
5X8
1.5X4 5X8
3X4 5X5
3X8
3X4
5X8
5X8
3X4
5X14
1.5X4
1.5X4
3X8
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at 19.01
TC: From 2 plf at 19.01 to 2 plf at 20.72
BC: From 20 plf at 0.00 to 20 plf at 13.94
BC: From 20 plf at 13.94 to 20 plf at 20.43
TC: 187 lb Conc. Load at 19.08,20.11
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 and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Shim all supports to solid bearing.
Drop leg is not designed to resist any lateral
loading from wind pressure on the wall. End
vertical does not provide support for wall.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 788 /-/-/-/456 /-
G 1050 /-/-/-/519 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
G Brg Width = 6.1 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 418 -730
B - C 570 -999
Chords Tens.Comp.
C - D 661 -1120
D - E 980 -1716
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 766 -447
J - I 1509 -854
Chords Tens.Comp.
I - H 1136 -661
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 473 -750
A - K 969 -556
K - B 422 -529
J - D 340 -616
Webs Tens.Comp.
I - E 515 -212
E - H 932 -1578
H - G 519 -1048
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.055 I 999 360
VERT(CL):0.104 I 999 240
HORZ(LL):0.025 H - -
HORZ(TL):0.048 H - -
Creep Factor: 2.0
Max TC CSI:0.417
Max BC CSI:0.507
Max Web CSI:0.376
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T23
Ply: 1
Qty:1
SEQN:178448 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T40
DrwNo:187.21.1742.24693
SSB /WHK 07/06/2021
20'8"10
5'0"15
5'0"15
9'10"6
4'9"7
13'7"13
3'9"7
19'0"3
5'4"6
20'8"10
1'8"7
4'9"7
4'9"7
9'8"10
4'11"3
13'11"5
4'2"11
20'5"2
6'5"13
20'8"10
3"8
7"131'4"34'5"122'8"2'0"36'5"1210'1"
8'1"
A B C
D
E F
GH
IJKL
5
12
2.5
12
4X4
1.5X6 3X4
3X4
3X8
4X4
3X4
5X5
5X5(SRS)
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at 19.01
TC: From 2 plf at 19.01 to 2 plf at 20.72
BC: From 20 plf at 0.00 to 20 plf at 13.94
BC: From 20 plf at 13.94 to 20 plf at 20.43
TC: 187 lb Conc. Load at 19.08,20.11
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 and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Shim all supports to solid bearing.
Drop leg is not designed to resist any lateral
loading from wind pressure on the wall. End
vertical does not provide support for wall.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 788 /-/-/-/456 /-
G 1050 /-/-/-/519 /-
Wind reactions based on MWFRS
L Brg Width = -Min Req =-
G Brg Width = 6.1 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 418 -730
B - C 570 -999
Chords Tens.Comp.
C - D 661 -1120
D - E 980 -1716
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 766 -447
J - I 1509 -854
Chords Tens.Comp.
I - H 1136 -661
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - L 473 -750
A - K 969 -556
K - B 422 -529
J - D 340 -616
Webs Tens.Comp.
I - E 515 -212
E - H 932 -1578
H - G 519 -1048
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.055 I 999 360
VERT(CL):0.104 I 999 240
HORZ(LL):0.025 H - -
HORZ(TL):0.048 H - -
Creep Factor: 2.0
Max TC CSI:0.417
Max BC CSI:0.507
Max Web CSI:0.376
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T23
Ply: 1
Qty:1
SEQN:178448 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T40
DrwNo:187.21.1742.24693
SSB /WHK 07/06/2021
20'8"10
5'0"15
5'0"15
9'10"6
4'9"7
13'7"13
3'9"7
19'0"3
5'4"6
20'8"10
1'8"7
4'9"7
4'9"7
9'8"10
4'11"3
13'11"5
4'2"11
20'5"2
6'5"13
20'8"10
3"8
7"131'4"34'5"122'8"2'0"36'5"1210'1"
8'1"
A B C
D
E F
GH
IJKL
5
12
2.5
12
4X4
1.5X6 3X4
3X4
3X8
4X4
3X4
5X5
5X5(SRS)
4X4
1.5X4
07/07/2021
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: sbcindustry.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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at 19.01
TC: From 2 plf at 19.01 to 2 plf at 20.72
BC: From 20 plf at 0.00 to 20 plf at 13.94
BC: From 20 plf at 13.94 to 20 plf at 20.43
TC: 371 lb Conc. Load at 19.08,20.11
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 and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Shim all supports to solid bearing.
Drop leg is not designed to resist any lateral
loading from wind pressure on the wall. End
vertical does not provide support for wall.
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
R 806 /-/-/-/472 /-
G 1400 /-/-/-/837 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
G Brg Width = 6.1 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 608 -1052
B - C 1352 -2286
Chords Tens.Comp.
C - D 1364 -2292
D - E 1077 -1825
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - J 1085 -640
Chords Tens.Comp.
I - H 1404 -904
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Q 503 -737
A - M 1179 -692
R - Q 488 -760
M - B 421 -444
B - J 1336 -781
J - D 496 -296
Webs Tens.Comp.
J - I 2025 -1182
D - I 595 -818
I - E 517 -61
E - H 1287 -1970
H - G 836 -1397
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.105 L 999 360
VERT(CL):0.199 L 999 240
HORZ(LL):0.058 H - -
HORZ(TL):0.110 H - -
Creep Factor: 2.0
Max TC CSI:0.807
Max BC CSI:0.619
Max Web CSI:0.874
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T24
Ply: 1
Qty:1
SEQN:178451 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T27
DrwNo:187.21.1742.49880
SSB /WHK 07/06/2021
T1
20'8"10
7'10"6
7'10"6
12'2"13
4'4"7
13'7"13
1'5"
19'0"3
5'4"6
20'8"10
1'8"7
11"5
11"5
7'6"14
6'7"9
12'1"1
4'6"3
13'11"5
1'10"4
20'5"2
6'5"13
20'8"10
3"8
7"131'4"35'3"122'8"2'0"32'4"37'3"1210'1"
8'1"
A B
C
D
E F
GH
I
J KLM
NOPQR
5
12
2.5
12
4X4
1.5X6
3X31.5X4
1.5X4
3X5
5X5
6X81.5X4
1.5X4
3X4
5X14
5X5(SRS)
4X5
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: sbcindustry.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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at 0.00 to 55 plf at 19.01
TC: From 2 plf at 19.01 to 2 plf at 20.72
BC: From 20 plf at 0.00 to 20 plf at 13.94
BC: From 20 plf at 13.94 to 20 plf at 20.43
TC: 371 lb Conc. Load at 19.08,20.11
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 and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Shim all supports to solid bearing.
Drop leg is not designed to resist any lateral
loading from wind pressure on the wall. End
vertical does not provide support for wall.
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
R 806 /-/-/-/472 /-
G 1400 /-/-/-/837 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
G Brg Width = 6.1 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 608 -1052
B - C 1352 -2286
Chords Tens.Comp.
C - D 1364 -2292
D - E 1077 -1825
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - J 1085 -640
Chords Tens.Comp.
I - H 1404 -904
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Q 503 -737
A - M 1179 -692
R - Q 488 -760
M - B 421 -444
B - J 1336 -781
J - D 496 -296
Webs Tens.Comp.
J - I 2025 -1182
D - I 595 -818
I - E 517 -61
E - H 1287 -1970
H - G 836 -1397
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.105 L 999 360
VERT(CL):0.199 L 999 240
HORZ(LL):0.058 H - -
HORZ(TL):0.110 H - -
Creep Factor: 2.0
Max TC CSI:0.807
Max BC CSI:0.619
Max Web CSI:0.874
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T24
Ply: 1
Qty:1
SEQN:178451 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T27
DrwNo:187.21.1742.49880
SSB /WHK 07/06/2021
T1
20'8"10
7'10"6
7'10"6
12'2"13
4'4"7
13'7"13
1'5"
19'0"3
5'4"6
20'8"10
1'8"7
11"5
11"5
7'6"14
6'7"9
12'1"1
4'6"3
13'11"5
1'10"4
20'5"2
6'5"13
20'8"10
3"8
7"131'4"35'3"122'8"2'0"32'4"37'3"1210'1"
8'1"
A B
C
D
E F
GH
I
J KLM
NOPQR
5
12
2.5
12
4X4
1.5X6
3X31.5X4
1.5X4
3X5
5X5
6X81.5X4
1.5X4
3X4
5X14
5X5(SRS)
4X5
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 55 plf at 0.00 to 55 plf at 19.01
TC: From 2 plf at 19.01 to 2 plf at 20.72
BC: From 20 plf at 0.00 to 20 plf at 13.94
BC: From 20 plf at 13.94 to 20 plf at 20.43
TC: 152 lb Conc. Load at 19.08,20.11
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 and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Shim all supports to solid bearing.
Drop leg is not designed to resist any lateral
loading from wind pressure on the wall. End
vertical does not provide support for wall.
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
R 785 /-/-/-/457 /-
G 982 /-/-/-/525 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
G Brg Width = 6.1 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 404 -711
B - C 1353 -2264
Chords Tens.Comp.
C - D 1295 -2195
D - E 980 -1696
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - J 741 -431
Chords Tens.Comp.
I - H 1087 -667
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Q 476 -743
A - M 939 -537
R - Q 462 -765
M - B 433 -487
B - J 1601 -943
J - D 587 -382
Webs Tens.Comp.
J - I 1887 -1069
D - I 581 -808
I - E 516 -204
E - H 941 -1508
H - G 524 -980
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.116 L 999 360
VERT(CL):0.222 L 999 240
HORZ(LL):0.055 H - -
HORZ(TL):0.105 H - -
Creep Factor: 2.0
Max TC CSI:0.588
Max BC CSI:0.500
Max Web CSI:0.496
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T25
Ply: 1
Qty:1
SEQN:178454 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T38
DrwNo:187.21.1743.03987
SSB /WHK 07/06/2021
20'8"10
5'10"6
5'10"6
12'2"13
6'4"7
13'7"13
1'5"
19'0"3
5'4"6
20'8"10
1'8"7
11"5
11"5
5'6"14
4'7"9
12'1"1
6'6"3
13'11"5
1'10"4
20'5"2
6'5"13
20'8"10
3"8
7"131'4"36'1"122'8"2'0"32'4"38'1"12(a)
10'1"
8'1"
A B
C
D
E F
GH
I
J KLM
NOPQR
512
2.5
12
4X4
1.5X6
3X31.5X4
1.5X4
3X4
5X8
6X81.5X4
1.5X4
3X4
5X14
5X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 55 plf at 0.00 to 55 plf at 19.01
TC: From 2 plf at 19.01 to 2 plf at 20.72
BC: From 20 plf at 0.00 to 20 plf at 13.94
BC: From 20 plf at 13.94 to 20 plf at 20.43
TC: 152 lb Conc. Load at 19.08,20.11
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 and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
Shim all supports to solid bearing.
Drop leg is not designed to resist any lateral
loading from wind pressure on the wall. End
vertical does not provide support for wall.
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
R 785 /-/-/-/457 /-
G 982 /-/-/-/525 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
G Brg Width = 6.1 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 404 -711
B - C 1353 -2264
Chords Tens.Comp.
C - D 1295 -2195
D - E 980 -1696
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - J 741 -431
Chords Tens.Comp.
I - H 1087 -667
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - Q 476 -743
A - M 939 -537
R - Q 462 -765
M - B 433 -487
B - J 1601 -943
J - D 587 -382
Webs Tens.Comp.
J - I 1887 -1069
D - I 581 -808
I - E 516 -204
E - H 941 -1508
H - G 524 -980
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.116 L 999 360
VERT(CL):0.222 L 999 240
HORZ(LL):0.055 H - -
HORZ(TL):0.105 H - -
Creep Factor: 2.0
Max TC CSI:0.588
Max BC CSI:0.500
Max Web CSI:0.496
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T25
Ply: 1
Qty:1
SEQN:178454 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T38
DrwNo:187.21.1743.03987
SSB /WHK 07/06/2021
20'8"10
5'10"6
5'10"6
12'2"13
6'4"7
13'7"13
1'5"
19'0"3
5'4"6
20'8"10
1'8"7
11"5
11"5
5'6"14
4'7"9
12'1"1
6'6"3
13'11"5
1'10"4
20'5"2
6'5"13
20'8"10
3"8
7"131'4"36'1"122'8"2'0"32'4"38'1"12(a)
10'1"
8'1"
A B
C
D
E F
GH
I
J KLM
NOPQR
512
2.5
12
4X4
1.5X6
3X31.5X4
1.5X4
3X4
5X8
6X81.5X4
1.5X4
3X4
5X14
5X5
4X4
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
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.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.22" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 908 /-/-/587 /582 /531
U 973 /-/-/671 /522 /-
Wind reactions based on MWFRS
S Brg Width = -Min Req =-
U Brg Width = 7.6 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 228 -533
B - C 205 -626
C - D 1357 -3006
Chords Tens.Comp.
D - E 1297 -2980
E - F 1138 -2446
F - G 1447 -2932
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - P 445 -142
P - N 588 -184
N - K 1266 -175
Chords Tens.Comp.
J - I 2700 -1283
I - G 2675 -1262
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 518 -904
A - N 974 -520
S - R 376 -902
N - C 641 -991
C - K 1979 -947
Webs Tens.Comp.
K - E 586 -31
K - J 2730 -1006
E - J 305 -888
J - F 426 -425
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.221 E 999 360
VERT(CL):0.413 E 702 240
HORZ(LL):0.133 N - -
HORZ(TL):0.212 A - -
Creep Factor: 2.0
Max TC CSI:0.564
Max BC CSI:0.812
Max Web CSI:0.805
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T26
Ply: 1
Qty:1
SEQN:178458 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T41
DrwNo:187.21.1743.10553
SSB /WHK 07/06/2021
24'2"2
3'10"6
3'10"6
7'11"11
4'1"5
12'2"13
4'3"1
13'7"13
1'5"
19'2"5
5'6"8
24'2"2
4'11"13
11"5
11"5
3'8"10
2'9"5
12'1"1
8'4"7
13'11"5
1'10"4
19'1"15
5'2"10
23'6"8
4'4"9
24'2"2
7"10
1'2'6'11"126"33'9'2"610'1"
8'1"
A B
C
D
E
F
G
HI
J
K LMN
OPQRS
U
512
2.5
12
4X4
2X6
3X33X3
2X5
3X8
4X4
4X7
6X8
1.5X4
1.5X4
3X4
8X12(SRS)
5X6
1.5X4
5X8(F3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
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.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.22" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 908 /-/-/587 /582 /531
U 973 /-/-/671 /522 /-
Wind reactions based on MWFRS
S Brg Width = -Min Req =-
U Brg Width = 7.6 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 228 -533
B - C 205 -626
C - D 1357 -3006
Chords Tens.Comp.
D - E 1297 -2980
E - F 1138 -2446
F - G 1447 -2932
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - P 445 -142
P - N 588 -184
N - K 1266 -175
Chords Tens.Comp.
J - I 2700 -1283
I - G 2675 -1262
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - R 518 -904
A - N 974 -520
S - R 376 -902
N - C 641 -991
C - K 1979 -947
Webs Tens.Comp.
K - E 586 -31
K - J 2730 -1006
E - J 305 -888
J - F 426 -425
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.221 E 999 360
VERT(CL):0.413 E 702 240
HORZ(LL):0.133 N - -
HORZ(TL):0.212 A - -
Creep Factor: 2.0
Max TC CSI:0.564
Max BC CSI:0.812
Max Web CSI:0.805
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T26
Ply: 1
Qty:1
SEQN:178458 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T41
DrwNo:187.21.1743.10553
SSB /WHK 07/06/2021
24'2"2
3'10"6
3'10"6
7'11"11
4'1"5
12'2"13
4'3"1
13'7"13
1'5"
19'2"5
5'6"8
24'2"2
4'11"13
11"5
11"5
3'8"10
2'9"5
12'1"1
8'4"7
13'11"5
1'10"4
19'1"15
5'2"10
23'6"8
4'4"9
24'2"2
7"10
1'2'6'11"126"33'9'2"610'1"
8'1"
A B
C
D
E
F
G
HI
J
K LMN
OPQRS
U
512
2.5
12
4X4
2X6
3X33X3
2X5
3X8
4X4
4X7
6X8
1.5X4
1.5X4
3X4
8X12(SRS)
5X6
1.5X4
5X8(F3)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
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.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.22" DL: 0.19". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 908 /-/-/620 /596 /582
V 973 /-/-/670 /507 /-
Wind reactions based on MWFRS
T Brg Width = -Min Req =-
V Brg Width = 7.6 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 422 -1236
D - E 1212 -2996
Chords Tens.Comp.
E - F 1066 -2441
F - G 1396 -2937
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - Q 450 -138
Q - O 630 -195
O - N 1058 0
Chords Tens.Comp.
N - K 2740 -807
J - I 2705 -1235
I - G 2680 -1215
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 422 -896
A - O 905 -423
T - S 332 -892
O - C 659 -1083
C - N 740 -286
N - D 883 -1793
Webs Tens.Comp.
D - K 1269 -508
K - E 625 -40
K - J 2698 -922
E - J 263 -863
J - F 447 -436
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.220 E 999 360
VERT(CL):0.410 E 708 240
HORZ(LL):0.146 N - -
HORZ(TL):0.242 A - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.814
Max Web CSI:0.994
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T27
Ply: 1
Qty:1
SEQN:178462 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T45
DrwNo:187.21.1743.14520
SSB /WHK 07/06/2021
24'2"2
1'10"6
1'10"6
6'9"15
4'11"9
12'1"1
5'3"1
13'8"3
1'7"2
19'0"3
5'4"
24'2"2
5'1"15
11"5
11"5
1'8"10
9"5
7'1"7
5'4"13
12'1"1
4'11"9
13'11"5
1'10"4
19'1"15
5'2"10
23'6"8
4'4"9
24'2"2
7"10
1'2'7'9"126"33'10'0"610'1"
8'1"
A B
C
D
E
F
G
HI
J
K LMNO
PQRST
V
512
2.5
12
3X5
3X5
3X33X3
3X5
4X7
4X4
3X4
4X4
4X5
5X8
1.5X4
5X5
8X12(SRS)
3X4
1.5X4
5X8(F3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
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.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.22" DL: 0.19". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 908 /-/-/620 /596 /582
V 973 /-/-/670 /507 /-
Wind reactions based on MWFRS
T Brg Width = -Min Req =-
V Brg Width = 7.6 Min Req =1.5
Bearing G is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 422 -1236
D - E 1212 -2996
Chords Tens.Comp.
E - F 1066 -2441
F - G 1396 -2937
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - Q 450 -138
Q - O 630 -195
O - N 1058 0
Chords Tens.Comp.
N - K 2740 -807
J - I 2705 -1235
I - G 2680 -1215
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 422 -896
A - O 905 -423
T - S 332 -892
O - C 659 -1083
C - N 740 -286
N - D 883 -1793
Webs Tens.Comp.
D - K 1269 -508
K - E 625 -40
K - J 2698 -922
E - J 263 -863
J - F 447 -436
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.220 E 999 360
VERT(CL):0.410 E 708 240
HORZ(LL):0.146 N - -
HORZ(TL):0.242 A - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.814
Max Web CSI:0.994
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T27
Ply: 1
Qty:1
SEQN:178462 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T45
DrwNo:187.21.1743.14520
SSB /WHK 07/06/2021
24'2"2
1'10"6
1'10"6
6'9"15
4'11"9
12'1"1
5'3"1
13'8"3
1'7"2
19'0"3
5'4"
24'2"2
5'1"15
11"5
11"5
1'8"10
9"5
7'1"7
5'4"13
12'1"1
4'11"9
13'11"5
1'10"4
19'1"15
5'2"10
23'6"8
4'4"9
24'2"2
7"10
1'2'7'9"126"33'10'0"610'1"
8'1"
A B
C
D
E
F
G
HI
J
K LMNO
PQRST
V
512
2.5
12
3X5
3X5
3X33X3
3X5
4X7
4X4
3X4
4X4
4X5
5X8
1.5X4
5X5
8X12(SRS)
3X4
1.5X4
5X8(F3)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
Bracing
(a) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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.
Hangers / Ties
(J) Hanger Support Required, by others
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.
Deflection
Max JT VERT DEFL: LL: 0.22" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 908 /-/-/656 /609 /634
T 973 /-/-/633 /503 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
T Brg Width = 7.6 Min Req =1.5
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 293 -1146
C - D 1109 -2997
Chords Tens.Comp.
D - E 995 -2442
E - F 1331 -2936
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - O 967 -7
O - M 978 0
M - J 2741 -707
Chords Tens.Comp.
I - H 2704 -1169
H - F 2679 -1150
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - Q 346 -913
Q - B 682 -1199
B - M 709 -177
M - C 896 -1857
C - J 1271 -497
Webs Tens.Comp.
J - D 622 -1
J - I 2702 -840
D - I 230 -865
I - E 452 -434
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.222 D 999 360
VERT(CL):0.415 D 699 240
HORZ(LL):0.245 R - -
HORZ(TL):0.275 R - -
Creep Factor: 2.0
Max TC CSI:0.604
Max BC CSI:0.814
Max Web CSI:0.610
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T28
Ply: 1
Qty:2
SEQN:178467 MONO
FROM:
Cust: R 761 JRef:1X6V7610023 T32
DrwNo:187.21.1743.18587
SSB /WHK 07/06/2021
24'2"2
6'3"9
6'3"9
12'1"7
5'9"14
13'7"13
1'6"6
19'0"3
5'4"6
24'2"2
5'1"15
11"5
11"5
6'7"1
5'7"12
12'1"1
5'6"
13'11"5
1'10"4
19'1"15
5'2"10
23'6"8
4'4"9
24'2"2
7"10
1'2'8'7"16"33'10'9"11(a)
(b)
(b)
10'1"
8'1"
A
B
C
D
E
F
GH
I
J KLM
NOPQR
T
512
2.5
12
1.5X4
3X5
5X53X33X5
3X4
4X4
5X6
5X8
1.5X4
3X4
8X12(SRS)
3X4
1.5X4
5X8(F3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
Bracing
(a) scab reinforcement. 80% length of web member.
Same size, species & grade or better. Attach with 10d
Box or Gun (0.128"x3",min.)nails @ 6" oc.
(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.
Hangers / Ties
(J) Hanger Support Required, by others
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.
Deflection
Max JT VERT DEFL: LL: 0.22" DL: 0.20". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 908 /-/-/656 /609 /634
T 973 /-/-/633 /503 /-
Wind reactions based on MWFRS
R Brg Width = -Min Req =-
T Brg Width = 7.6 Min Req =1.5
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 293 -1146
C - D 1109 -2997
Chords Tens.Comp.
D - E 995 -2442
E - F 1331 -2936
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - O 967 -7
O - M 978 0
M - J 2741 -707
Chords Tens.Comp.
I - H 2704 -1169
H - F 2679 -1150
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
R - Q 346 -913
Q - B 682 -1199
B - M 709 -177
M - C 896 -1857
C - J 1271 -497
Webs Tens.Comp.
J - D 622 -1
J - I 2702 -840
D - I 230 -865
I - E 452 -434
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.222 D 999 360
VERT(CL):0.415 D 699 240
HORZ(LL):0.245 R - -
HORZ(TL):0.275 R - -
Creep Factor: 2.0
Max TC CSI:0.604
Max BC CSI:0.814
Max Web CSI:0.610
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T28
Ply: 1
Qty:2
SEQN:178467 MONO
FROM:
Cust: R 761 JRef:1X6V7610023 T32
DrwNo:187.21.1743.18587
SSB /WHK 07/06/2021
24'2"2
6'3"9
6'3"9
12'1"7
5'9"14
13'7"13
1'6"6
19'0"3
5'4"6
24'2"2
5'1"15
11"5
11"5
6'7"1
5'7"12
12'1"1
5'6"
13'11"5
1'10"4
19'1"15
5'2"10
23'6"8
4'4"9
24'2"2
7"10
1'2'8'7"16"33'10'9"11(a)
(b)
(b)
10'1"
8'1"
A
B
C
D
E
F
GH
I
J KLM
NOPQR
T
512
2.5
12
1.5X4
3X5
5X53X33X5
3X4
4X4
5X6
5X8
1.5X4
3X4
8X12(SRS)
3X4
1.5X4
5X8(F3)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
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.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.18" DL: 0.16". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 908 /-/-/625 /597 /588
M 973 /-/-/670 /505 /-
Wind reactions based on MWFRS
K Brg Width = -Min Req =-
M Brg Width = 7.6 Min Req =1.5
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 466 -1169
D - E 1072 -2449
Chords Tens.Comp.
E - F 1378 -2931
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 993 -55
J - I 2149 -742
Chords Tens.Comp.
I - H 2697 -1216
H - F 2673 -1197
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 705 -1129
C - J 695 -232
J - D 739 -1232
Webs Tens.Comp.
D - I 691 -252
I - E 420 -417
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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 I 999 360
VERT(CL):0.328 I 884 240
HORZ(LL):0.097 A - -
HORZ(TL):0.180 A - -
Creep Factor: 2.0
Max TC CSI:0.601
Max BC CSI:0.811
Max Web CSI:0.901
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T29
Ply: 1
Qty:1
SEQN:178471 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T39
DrwNo:187.21.1743.24070
SSB /WHK 07/06/2021
24'2"2
1'7"6
1'7"6
7'7"9
6'0"3
13'8"3
6'0"10
18'10"15
5'2"12
24'2"2
5'3"3
5"4
5"4
7'11"1
7'5"13
13'11"5
6'0"3
19'0"11
5'1"7
23'6"8
4'5"13
24'2"2
7"10
1'2'7'11"6"3 10'1"10(a)
10'1"
8'1"
A B
C
D
E
F
GH
IJK
M
512
2.5
12
1.5X4
6X8
4X4
3X4
3X4
5X5
5X5
3X4
1.5X4
5X8(F3)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Rt Slider: 2x4 SP #2; block length = 2.715'
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.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Deflection
Max JT VERT DEFL: LL: 0.18" DL: 0.16". See detail
DEFLCAMB1014 for camber recommendations.
Provide for adequate drainage of roof.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 908 /-/-/625 /597 /588
M 973 /-/-/670 /505 /-
Wind reactions based on MWFRS
K Brg Width = -Min Req =-
M Brg Width = 7.6 Min Req =1.5
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 466 -1169
D - E 1072 -2449
Chords Tens.Comp.
E - F 1378 -2931
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
K - J 993 -55
J - I 2149 -742
Chords Tens.Comp.
I - H 2697 -1216
H - F 2673 -1197
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 705 -1129
C - J 695 -232
J - D 739 -1232
Webs Tens.Comp.
D - I 691 -252
I - E 420 -417
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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 I 999 360
VERT(CL):0.328 I 884 240
HORZ(LL):0.097 A - -
HORZ(TL):0.180 A - -
Creep Factor: 2.0
Max TC CSI:0.601
Max BC CSI:0.811
Max Web CSI:0.901
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T29
Ply: 1
Qty:1
SEQN:178471 HIPM
FROM:
Cust: R 761 JRef:1X6V7610023 T39
DrwNo:187.21.1743.24070
SSB /WHK 07/06/2021
24'2"2
1'7"6
1'7"6
7'7"9
6'0"3
13'8"3
6'0"10
18'10"15
5'2"12
24'2"2
5'3"3
5"4
5"4
7'11"1
7'5"13
13'11"5
6'0"3
19'0"11
5'1"7
23'6"8
4'5"13
24'2"2
7"10
1'2'7'11"6"3 10'1"10(a)
10'1"
8'1"
A B
C
D
E
F
GH
IJK
M
512
2.5
12
1.5X4
6X8
4X4
3X4
3X4
5X5
5X5
3X4
1.5X4
5X8(F3)
07/07/2021
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: sbcindustry.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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 4.83
TC: From 28 plf at 4.83 to 28 plf at 15.17
TC: From 55 plf at 15.17 to 55 plf at 20.00
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 4.98
BC: From 10 plf at 4.98 to 10 plf at 15.14
BC: From 20 plf at 15.14 to 20 plf at 20.00
TC: 424 lb Conc. Load at 4.98
TC: 118 lb Conc. Load at 7.10, 9.10,11.10,13.10
TC: 306 lb Conc. Load at 15.14
BC: 259 lb Conc. Load at 4.98
BC: 89 lb Conc. Load at 7.10, 9.10,11.10,13.10
BC: 170 lb Conc. Load at 15.14
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 1659 /-/-/-/1011 /-
J 1505 /-/-/-/899 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
J Brg Width = 7.6 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1981 -3281
C - D 2342 -3882
Chords Tens.Comp.
D - E 2341 -3882
E - F 1855 -3069
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2951 -1768
I - H 2968 -1758
Chords Tens.Comp.
H - G 2773 -1645
G - F 2761 -1654
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 994 -635
D - H 546 -522
Webs Tens.Comp.
H - E 1207 -758
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.178 D 999 360
VERT(CL):0.326 D 728 240
HORZ(LL):-0.052 G - -
HORZ(TL):0.095 G - -
Creep Factor: 2.0
Max TC CSI:0.837
Max BC CSI:0.730
Max Web CSI:0.383
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T30
Ply: 1
Qty:1
SEQN:178557 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T51
DrwNo:187.21.1743.26720
SSB /WHK 07/06/2021
T3
20'
4'10"
4'10"
10'
5'2"
15'2"
5'2"
20'
4'10"
4'11"12
4'11"12
10'
5'0"4
15'0"4
5'0"4
20'
4'11"121'
6"32'6"62'8"158'1"A
B
C D E
F
GHI J
5
12
4X6(B2)
6X8
1.5X4
2X4
5X8 1.5X4
6X8
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: sbcindustry.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;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 4.83
TC: From 28 plf at 4.83 to 28 plf at 15.17
TC: From 55 plf at 15.17 to 55 plf at 20.00
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 4.98
BC: From 10 plf at 4.98 to 10 plf at 15.14
BC: From 20 plf at 15.14 to 20 plf at 20.00
TC: 424 lb Conc. Load at 4.98
TC: 118 lb Conc. Load at 7.10, 9.10,11.10,13.10
TC: 306 lb Conc. Load at 15.14
BC: 259 lb Conc. Load at 4.98
BC: 89 lb Conc. Load at 7.10, 9.10,11.10,13.10
BC: 170 lb Conc. Load at 15.14
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 1659 /-/-/-/1011 /-
J 1505 /-/-/-/899 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
J Brg Width = 7.6 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1981 -3281
C - D 2342 -3882
Chords Tens.Comp.
D - E 2341 -3882
E - F 1855 -3069
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 2951 -1768
I - H 2968 -1758
Chords Tens.Comp.
H - G 2773 -1645
G - F 2761 -1654
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 994 -635
D - H 546 -522
Webs Tens.Comp.
H - E 1207 -758
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.178 D 999 360
VERT(CL):0.326 D 728 240
HORZ(LL):-0.052 G - -
HORZ(TL):0.095 G - -
Creep Factor: 2.0
Max TC CSI:0.837
Max BC CSI:0.730
Max Web CSI:0.383
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T30
Ply: 1
Qty:1
SEQN:178557 HIPS
FROM:
Cust: R 761 JRef:1X6V7610023 T51
DrwNo:187.21.1743.26720
SSB /WHK 07/06/2021
T3
20'
4'10"
4'10"
10'
5'2"
15'2"
5'2"
20'
4'10"
4'11"12
4'11"12
10'
5'0"4
15'0"4
5'0"4
20'
4'11"121'
6"32'6"62'8"158'1"A
B
C D E
F
GHI J
5
12
4X6(B2)
6X8
1.5X4
2X4
5X8 1.5X4
6X8
4X6(B2)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 21.17
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 21.17
TC: 52 lb Conc. Load at 20.63
BC: 45 lb Conc. Load at 20.63
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 861 /-/-/-/523 /-
H 886 /-/-/-/521 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 852 -1415
C - D 778 -1337
Chords Tens.Comp.
D - E 879 -1472
E - F 1007 -1751
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1238 -722
L - K 1243 -718
Chords Tens.Comp.
K - J 1890 -1108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - E 345 -586
E - J 452 -615
Webs Tens.Comp.
J - F 1853 -1064
F - I 526 -805
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.081 K 999 360
VERT(CL):0.151 K 999 240
HORZ(LL):0.023 I - -
HORZ(TL):0.043 I - -
Creep Factor: 2.0
Max TC CSI:0.507
Max BC CSI:0.584
Max Web CSI:0.418
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T31
Ply: 1
Qty:1
SEQN:178561 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T54
DrwNo:187.21.1743.29283
SSB /WHK 07/06/2021
21'2"
6'10"
6'10"
13'2"
6'4"
17'6"
4'4"
20'9"12
3'3"12
21'2"
4"4
6'11"12
6'11"12
13'0"4
6'0"8
17'9"8
4'9"4
20'11"8
3'2"
21'2"
2"8
1'
6"3 1'6"113'4"63'6"158'1"A
B
C D
E F G
HIJKL
5
12
3X4(B1)
4X7
1.5X4 5X8
5X5
5X5
4X5
4X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 55 plf at -1.00 to 55 plf at 21.17
BC: From 4 plf at -1.00 to 4 plf at 0.00
BC: From 20 plf at 0.00 to 20 plf at 21.17
TC: 52 lb Conc. Load at 20.63
BC: 45 lb Conc. Load at 20.63
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 861 /-/-/-/523 /-
H 886 /-/-/-/521 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 852 -1415
C - D 778 -1337
Chords Tens.Comp.
D - E 879 -1472
E - F 1007 -1751
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1238 -722
L - K 1243 -718
Chords Tens.Comp.
K - J 1890 -1108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - E 345 -586
E - J 452 -615
Webs Tens.Comp.
J - F 1853 -1064
F - I 526 -805
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.081 K 999 360
VERT(CL):0.151 K 999 240
HORZ(LL):0.023 I - -
HORZ(TL):0.043 I - -
Creep Factor: 2.0
Max TC CSI:0.507
Max BC CSI:0.584
Max Web CSI:0.418
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T31
Ply: 1
Qty:1
SEQN:178561 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T54
DrwNo:187.21.1743.29283
SSB /WHK 07/06/2021
21'2"
6'10"
6'10"
13'2"
6'4"
17'6"
4'4"
20'9"12
3'3"12
21'2"
4"4
6'11"12
6'11"12
13'0"4
6'0"8
17'9"8
4'9"4
20'11"8
3'2"
21'2"
2"8
1'
6"3 1'6"113'4"63'6"158'1"A
B
C D
E F G
HIJKL
5
12
3X4(B1)
4X7
1.5X4 5X8
5X5
5X5
4X5
4X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/516 /498 /165
I 792 /-/-/382 /470 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
I Brg Width = 3.5 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.
B - C 888 -1451
C - D 701 -1191
D - E 726 -1070
Chords Tens.Comp.
E - F 736 -1199
F - G 898 -1533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1285 -860
M - L 1057 -587
Chords Tens.Comp.
L - K 1601 -955
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - F 377 -598
F - K 412 -497
Webs Tens.Comp.
K - G 1625 -951
G - J 483 -740
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.074 L 999 360
VERT(CL):0.137 L 999 240
HORZ(LL):-0.021 J - -
HORZ(TL):0.037 J - -
Creep Factor: 2.0
Max TC CSI:0.501
Max BC CSI:0.659
Max Web CSI:0.522
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T32
Ply: 1
Qty:1
SEQN:178565 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T55
DrwNo:187.21.1743.31477
SSB /WHK 07/06/2021
21'2"
4'6"5
4'6"5
8'10"
4'3"11
11'2"
2'4"
15'6"
4'4"
20'9"12
5'3"12
21'2"
4"4
8'10"
8'10"
11'0"4
2'2"4
15'9"8
4'9"4
20'11"8
5'2"
21'2"
2"8
1'
6"3 2'4"114'2"64'4"158'1"A
B
C
D E
F G H
I JKLM
5
12
3X4(B1)
1.5X4
4X7
3X4 5X8
4X4
5X5
4X5
4X5
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/516 /498 /165
I 792 /-/-/382 /470 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
I Brg Width = 3.5 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.
B - C 888 -1451
C - D 701 -1191
D - E 726 -1070
Chords Tens.Comp.
E - F 736 -1199
F - G 898 -1533
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1285 -860
M - L 1057 -587
Chords Tens.Comp.
L - K 1601 -955
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - F 377 -598
F - K 412 -497
Webs Tens.Comp.
K - G 1625 -951
G - J 483 -740
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.074 L 999 360
VERT(CL):0.137 L 999 240
HORZ(LL):-0.021 J - -
HORZ(TL):0.037 J - -
Creep Factor: 2.0
Max TC CSI:0.501
Max BC CSI:0.659
Max Web CSI:0.522
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T32
Ply: 1
Qty:1
SEQN:178565 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T55
DrwNo:187.21.1743.31477
SSB /WHK 07/06/2021
21'2"
4'6"5
4'6"5
8'10"
4'3"11
11'2"
2'4"
15'6"
4'4"
20'9"12
5'3"12
21'2"
4"4
8'10"
8'10"
11'0"4
2'2"4
15'9"8
4'9"4
20'11"8
5'2"
21'2"
2"8
1'
6"3 2'4"114'2"64'4"158'1"A
B
C
D E
F G H
I JKLM
5
12
3X4(B1)
1.5X4
4X7
3X4 5X8
4X4
5X5
4X5
4X5
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/526 /491 /188
I 792 /-/-/386 /476 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
I Brg Width = 3.5 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.
B - C 810 -1462
C - D 669 -1094
Chords Tens.Comp.
D - E 676 -1075
E - F 764 -1307
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1290 -835
M - L 1288 -838
Chords Tens.Comp.
L - K 1333 -788
K - J 834 -539
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - L 553 -289
L - E 270 -481
Webs Tens.Comp.
K - F 616 -293
F - J 680 -1040
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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 L 999 360
VERT(CL):0.115 L 999 240
HORZ(LL):0.023 J - -
HORZ(TL):0.043 J - -
Creep Factor: 2.0
Max TC CSI:0.410
Max BC CSI:0.643
Max Web CSI:0.402
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T33
Ply: 1
Qty:1
SEQN:178569 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T59
DrwNo:187.21.1743.33443
SSB /WHK 07/06/2021
21'2"
5'3"1
5'3"1
10'
4'8"15
13'6"
3'6"
17'3"10
3'9"10
20'11"8
3'7"14
21'2"
2"8
5'1"5
5'1"5
10'
4'10"11
13'9"8
3'9"8
20'9"12
7'0"4
21'2"
4"4
1'
6"3 3'2"114'8"34'10"138'1"A
B
C
D
E F G H
I JKLM
5
12
3X4(B1)1.5X4
3X4
4X4
5X8
5X5
3X4
3X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/526 /491 /188
I 792 /-/-/386 /476 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
I Brg Width = 3.5 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.
B - C 810 -1462
C - D 669 -1094
Chords Tens.Comp.
D - E 676 -1075
E - F 764 -1307
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1290 -835
M - L 1288 -838
Chords Tens.Comp.
L - K 1333 -788
K - J 834 -539
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - L 553 -289
L - E 270 -481
Webs Tens.Comp.
K - F 616 -293
F - J 680 -1040
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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 L 999 360
VERT(CL):0.115 L 999 240
HORZ(LL):0.023 J - -
HORZ(TL):0.043 J - -
Creep Factor: 2.0
Max TC CSI:0.410
Max BC CSI:0.643
Max Web CSI:0.402
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T33
Ply: 1
Qty:1
SEQN:178569 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T59
DrwNo:187.21.1743.33443
SSB /WHK 07/06/2021
21'2"
5'3"1
5'3"1
10'
4'8"15
13'6"
3'6"
17'3"10
3'9"10
20'11"8
3'7"14
21'2"
2"8
5'1"5
5'1"5
10'
4'10"11
13'9"8
3'9"8
20'9"12
7'0"4
21'2"
4"4
1'
6"3 3'2"114'8"34'10"138'1"A
B
C
D
E F G H
I JKLM
5
12
3X4(B1)1.5X4
3X4
4X4
5X8
5X5
3X4
3X4 1.5X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/547 /484 /235
I 792 /-/-/408 /485 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
I Brg Width = 3.5 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.
B - C 792 -1459
C - D 643 -1100
D - E 668 -1052
Chords Tens.Comp.
E - F 515 -840
F - G 515 -840
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1288 -869
M - L 1286 -872
Chords Tens.Comp.
L - K 1094 -696
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - L 597 -319
K - G 1047 -641
Webs Tens.Comp.
G - J 498 -750
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.059 C 999 360
VERT(CL):0.110 C 999 240
HORZ(LL):0.019 J - -
HORZ(TL):0.035 J - -
Creep Factor: 2.0
Max TC CSI:0.407
Max BC CSI:0.645
Max Web CSI:0.399
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T34
Ply: 1
Qty:1
SEQN:178573 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T60
DrwNo:187.21.1743.35530
SSB /WHK 07/06/2021
21'2"
5'3"1
5'3"1
10'
4'8"15
11'6"
1'6"
16'1"14
4'7"14
20'9"12
4'7"14
21'2"
4"4
5'1"5
5'1"5
10'
4'10"11
16'1"14
6'1"14
20'11"8
4'9"10
21'2"
2"8
1'
6"3 4'0"114'8"34'10"138'1"A
B
C
D
E F G H
I JKLM
5
12
3X4(B1)1.5X4
3X4
4X4
5X8
5X5 1.5X4
3X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/547 /484 /235
I 792 /-/-/408 /485 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
I Brg Width = 3.5 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.
B - C 792 -1459
C - D 643 -1100
D - E 668 -1052
Chords Tens.Comp.
E - F 515 -840
F - G 515 -840
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1288 -869
M - L 1286 -872
Chords Tens.Comp.
L - K 1094 -696
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - L 597 -319
K - G 1047 -641
Webs Tens.Comp.
G - J 498 -750
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.059 C 999 360
VERT(CL):0.110 C 999 240
HORZ(LL):0.019 J - -
HORZ(TL):0.035 J - -
Creep Factor: 2.0
Max TC CSI:0.407
Max BC CSI:0.645
Max Web CSI:0.399
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T34
Ply: 1
Qty:1
SEQN:178573 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T60
DrwNo:187.21.1743.35530
SSB /WHK 07/06/2021
21'2"
5'3"1
5'3"1
10'
4'8"15
11'6"
1'6"
16'1"14
4'7"14
20'9"12
4'7"14
21'2"
4"4
5'1"5
5'1"5
10'
4'10"11
16'1"14
6'1"14
20'11"8
4'9"10
21'2"
2"8
1'
6"3 4'0"114'8"34'10"138'1"A
B
C
D
E F G H
I JKLM
5
12
3X4(B1)1.5X4
3X4
4X4
5X8
5X5 1.5X4
3X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/568 /474 /284
H 792 /-/-/426 /494 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 763 -1456
C - D 602 -1061
Chords Tens.Comp.
D - E 458 -724
E - F 457 -724
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1284 -889
L - K 1282 -891
Chords Tens.Comp.
K - J 931 -609
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 314 -391
J - F 958 -605
Webs Tens.Comp.
F - I 510 -747
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.057 C 999 360
VERT(CL):0.106 C 999 240
HORZ(LL):-0.018 J - -
HORZ(TL):0.033 J - -
Creep Factor: 2.0
Max TC CSI:0.413
Max BC CSI:0.633
Max Web CSI:0.487
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T35
Ply: 1
Qty:1
SEQN:178577 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T56
DrwNo:187.21.1743.37430
SSB /WHK 07/06/2021
21'2"
5'6"1
5'6"1
10'6"
4'11"15
15'9"10
5'3"10
20'9"12
5'0"2
21'2"
4"4
5'4"5
5'4"5
10'6"
5'1"11
15'9"10
5'3"10
20'11"8
5'1"14
21'2"
2"8
1'
6"3 4'10"115'1"58'1"A
B
C
D E F G
HIJKL
5 12
3X4(B1)1.5X4
3X4
4X7
5X5
1.5X4
3X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/568 /474 /284
H 792 /-/-/426 /494 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 763 -1456
C - D 602 -1061
Chords Tens.Comp.
D - E 458 -724
E - F 457 -724
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1284 -889
L - K 1282 -891
Chords Tens.Comp.
K - J 931 -609
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 314 -391
J - F 958 -605
Webs Tens.Comp.
F - I 510 -747
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.057 C 999 360
VERT(CL):0.106 C 999 240
HORZ(LL):-0.018 J - -
HORZ(TL):0.033 J - -
Creep Factor: 2.0
Max TC CSI:0.413
Max BC CSI:0.633
Max Web CSI:0.487
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T35
Ply: 1
Qty:1
SEQN:178577 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T56
DrwNo:187.21.1743.37430
SSB /WHK 07/06/2021
21'2"
5'6"1
5'6"1
10'6"
4'11"15
15'9"10
5'3"10
20'9"12
5'0"2
21'2"
4"4
5'4"5
5'4"5
10'6"
5'1"11
15'9"10
5'3"10
20'11"8
5'1"14
21'2"
2"8
1'
6"3 4'10"115'1"58'1"A
B
C
D E F G
HIJKL
5 12
3X4(B1)1.5X4
3X4
4X7
5X5
1.5X4
3X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/580 /464 /334
H 792 /-/-/448 /508 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 724 -1436
C - D 492 -898
Chords Tens.Comp.
D - E 337 -518
E - F 337 -518
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1261 -893
L - K 1258 -895
Chords Tens.Comp.
K - J 766 -516
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 421 -545
D - K 385 -148
D - J 288 -400
Webs Tens.Comp.
J - F 834 -542
F - I 521 -754
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.057 L 999 360
VERT(CL):0.106 L 999 240
HORZ(LL):-0.019 J - -
HORZ(TL):0.034 J - -
Creep Factor: 2.0
Max TC CSI:0.432
Max BC CSI:0.513
Max Web CSI:0.447
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T36
Ply: 1
Qty:1
SEQN:178581 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T57
DrwNo:187.21.1743.38600
SSB /WHK 07/06/2021
21'2"
6'6"1
6'6"1
12'6"
5'11"15
16'9"10
4'3"10
20'9"12
4'0"2
21'2"
4"4
6'4"5
6'4"5
12'6"
6'1"11
16'9"10
4'3"10
20'11"8
4'1"14
21'2"
2"8
1'
6"3 5'8"115'11"58'1"A
B
C
D E F G
HIJKL
5 12
3X4(B1)1.5X4
3X4
4X7
5X5
1.5X4
3X8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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.
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 859 /-/-/580 /464 /334
H 792 /-/-/448 /508 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
H Brg Width = 3.5 Min Req =1.5
Bearings B & I are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 724 -1436
C - D 492 -898
Chords Tens.Comp.
D - E 337 -518
E - F 337 -518
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1261 -893
L - K 1258 -895
Chords Tens.Comp.
K - J 766 -516
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 421 -545
D - K 385 -148
D - J 288 -400
Webs Tens.Comp.
J - F 834 -542
F - I 521 -754
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.057 L 999 360
VERT(CL):0.106 L 999 240
HORZ(LL):-0.019 J - -
HORZ(TL):0.034 J - -
Creep Factor: 2.0
Max TC CSI:0.432
Max BC CSI:0.513
Max Web CSI:0.447
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T36
Ply: 1
Qty:1
SEQN:178581 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T57
DrwNo:187.21.1743.38600
SSB /WHK 07/06/2021
21'2"
6'6"1
6'6"1
12'6"
5'11"15
16'9"10
4'3"10
20'9"12
4'0"2
21'2"
4"4
6'4"5
6'4"5
12'6"
6'1"11
16'9"10
4'3"10
20'11"8
4'1"14
21'2"
2"8
1'
6"3 5'8"115'11"58'1"A
B
C
D E F G
HIJKL
5 12
3X4(B1)1.5X4
3X4
4X7
5X5
1.5X4
3X8
4X4
1.5X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 859 /-/-/588 /450 /385
G 792 /-/-/473 /520 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
G Brg Width = 3.5 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 678 -1408
Chords Tens.Comp.
C - D 352 -724
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1231 -892
J - I 1228 -894
Chords Tens.Comp.
I - H 585 -386
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 562 -710
D - I 519 -181
Webs Tens.Comp.
D - H 531 -806
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.056 J 999 360
VERT(CL):0.104 J 999 240
HORZ(LL):-0.021 H - -
HORZ(TL):0.037 H - -
Creep Factor: 2.0
Max TC CSI:0.755
Max BC CSI:0.568
Max Web CSI:0.784
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T37
Ply: 1
Qty:1
SEQN:178585 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T58
DrwNo:187.21.1743.40220
SSB /WHK 07/06/2021
21'2"
7'6"1
7'6"1
14'6"
6'11"15
20'11"8
6'5"8
21'2"
2"8
7'4"5
7'4"5
14'6"
7'1"11
20'9"12
6'3"12
21'2"
4"4
1'
6"3 6'6"116'9"5(a)
8'1"A
B
C
D E F
GHIJ
5 12
3X4(B1)5X5
3X4
4X7
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 859 /-/-/588 /450 /385
G 792 /-/-/473 /520 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
G Brg Width = 3.5 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 678 -1408
Chords Tens.Comp.
C - D 352 -724
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1231 -892
J - I 1228 -894
Chords Tens.Comp.
I - H 585 -386
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 562 -710
D - I 519 -181
Webs Tens.Comp.
D - H 531 -806
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.056 J 999 360
VERT(CL):0.104 J 999 240
HORZ(LL):-0.021 H - -
HORZ(TL):0.037 H - -
Creep Factor: 2.0
Max TC CSI:0.755
Max BC CSI:0.568
Max Web CSI:0.784
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T37
Ply: 1
Qty:1
SEQN:178585 COMN
FROM:
Cust: R 761 JRef:1X6V7610023 T58
DrwNo:187.21.1743.40220
SSB /WHK 07/06/2021
21'2"
7'6"1
7'6"1
14'6"
6'11"15
20'11"8
6'5"8
21'2"
2"8
7'4"5
7'4"5
14'6"
7'1"11
20'9"12
6'3"12
21'2"
4"4
1'
6"3 6'6"116'9"5(a)
8'1"A
B
C
D E F
GHIJ
5 12
3X4(B1)5X5
3X4
4X7
3X4
1.5X4
6X6
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 10.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS S18015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 423 /-/-/324 /466 /111
J 423 /-/-/324 /466 /-
Wind reactions based on MWFRS
N Brg Width = 4.0 Min Req =1.5
J Brg Width = 4.0 Min Req =1.5
Bearings N & J are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.026 E 999 360
VERT(CL):0.032 E 999 240
HORZ(LL):0.009 C - -
HORZ(TL):0.015 G - -
Creep Factor: 2.0
Max TC CSI:0.235
Max BC CSI:0.338
Max Web CSI:0.048
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T38
Ply: 1
Qty:1
SEQN:178438 GABL
FROM:
Cust: R 761 JRef:1X6V7610023 T26
DrwNo:187.21.1743.41590
SSB /WHK 07/06/2021
1'6'2"1'
1'5"1'4"
(TYP)
4'1"
4'1"
8'2"
4'1"
8'2"
8'2"1'1'
6"32'2"102'5"310'9"A
B
E
H
I
JN
5
12
3X4(B1)
4X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 10.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS S18015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 423 /-/-/324 /466 /111
J 423 /-/-/324 /466 /-
Wind reactions based on MWFRS
N Brg Width = 4.0 Min Req =1.5
J Brg Width = 4.0 Min Req =1.5
Bearings N & J are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.026 E 999 360
VERT(CL):0.032 E 999 240
HORZ(LL):0.009 C - -
HORZ(TL):0.015 G - -
Creep Factor: 2.0
Max TC CSI:0.235
Max BC CSI:0.338
Max Web CSI:0.048
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T38
Ply: 1
Qty:1
SEQN:178438 GABL
FROM:
Cust: R 761 JRef:1X6V7610023 T26
DrwNo:187.21.1743.41590
SSB /WHK 07/06/2021
1'6'2"1'
1'5"1'4"
(TYP)
4'1"
4'1"
8'2"
4'1"
8'2"
8'2"1'1'
6"32'2"102'5"310'9"A
B
E
H
I
JN
5
12
3X4(B1)
4X4
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4(B1) except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS S18015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 383 /-/-/301 /205 /99
H 383 /-/-/301 /205 /-
Wind reactions based on MWFRS
G Brg Width = 4.0 Min Req =1.5
H Brg Width = 4.0 Min Req =1.5
Bearings G & H are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.027 C 999 360
VERT(CL):0.050 F 277 240
HORZ(LL):-0.012 C - -
HORZ(TL):0.014 C - -
Creep Factor: 2.0
Max TC CSI:0.175
Max BC CSI:0.428
Max Web CSI:0.031
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T39
Ply: 1
Qty:1
SEQN:178441 GABL
FROM:
Cust: R 761 JRef:1X6V7610023 T64
DrwNo:187.21.1743.42980
SSB /WHK 07/06/2021
1'6'2"1'
4'1"
4'1"
8'2"
4'1"
4'1"
4'1"
8'2"
4'1"1'1'
6"32'2"102'5"310'9"A
B
C
D
E
G H
5
12
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 3X4(B1) except as noted.
Loading
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS S18015ENC160118 & GBLLETIN0118 for
gable wind bracing and other requirements.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 383 /-/-/301 /205 /99
H 383 /-/-/301 /205 /-
Wind reactions based on MWFRS
G Brg Width = 4.0 Min Req =1.5
H Brg Width = 4.0 Min Req =1.5
Bearings G & H are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.027 C 999 360
VERT(CL):0.050 F 277 240
HORZ(LL):-0.012 C - -
HORZ(TL):0.014 C - -
Creep Factor: 2.0
Max TC CSI:0.175
Max BC CSI:0.428
Max Web CSI:0.031
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T39
Ply: 1
Qty:1
SEQN:178441 GABL
FROM:
Cust: R 761 JRef:1X6V7610023 T64
DrwNo:187.21.1743.42980
SSB /WHK 07/06/2021
1'6'2"1'
4'1"
4'1"
8'2"
4'1"
4'1"
4'1"
8'2"
4'1"1'1'
6"32'2"102'5"310'9"A
B
C
D
E
G H
5
12
4X4
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are 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
G 393 /-/-/289 /221 /99
H 170 /-/-/168 /79 /-
I 296 /-/-/273 /207 /-
Wind reactions based on MWFRS
G Brg Width = 4.0 Min Req =1.5
H Brg Width = 4.0 Min Req =1.5
I Brg Width = 1.5 Min Req =1.5
Bearings G, H, & I are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.030 F 465 360
VERT(CL):0.056 F 249 240
HORZ(LL):-0.007 C - -
HORZ(TL):0.013 C - -
Creep Factor: 2.0
Max TC CSI:0.181
Max BC CSI:0.454
Max Web CSI:0.027
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T40
Ply: 1
Qty:1
SEQN:178428 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T65
DrwNo:187.21.1743.44243
SSB /WHK 07/06/2021
1'6'8"4 5"12
4'1"
4'1"
8'2"
4'1"
4'1"
4'1"
8'2"
4'1"1'1'
6"32'2"102'5"310'9"A
B
C
D
E
FG H I
5
12
3X4(B1)
4X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are 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
G 393 /-/-/289 /221 /99
H 170 /-/-/168 /79 /-
I 296 /-/-/273 /207 /-
Wind reactions based on MWFRS
G Brg Width = 4.0 Min Req =1.5
H Brg Width = 4.0 Min Req =1.5
I Brg Width = 1.5 Min Req =1.5
Bearings G, H, & I are a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.030 F 465 360
VERT(CL):0.056 F 249 240
HORZ(LL):-0.007 C - -
HORZ(TL):0.013 C - -
Creep Factor: 2.0
Max TC CSI:0.181
Max BC CSI:0.454
Max Web CSI:0.027
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T40
Ply: 1
Qty:1
SEQN:178428 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T65
DrwNo:187.21.1743.44243
SSB /WHK 07/06/2021
1'6'8"4 5"12
4'1"
4'1"
8'2"
4'1"
4'1"
4'1"
8'2"
4'1"1'1'
6"32'2"102'5"310'9"A
B
C
D
E
FG H I
5
12
3X4(B1)
4X4
1.5X4 3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are 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
G 152 /-/-/176 /81 /99
H 371 /-/-/181 /245 /-
I 187 /-/-/157 /78 /-
J 178 /-80 /-/209 /185 /-
Wind reactions based on MWFRS
G Brg Width = 1.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
I Brg Width = 1.5 Min Req =1.5
J Brg Width = 1.5 Min Req =1.5
Bearings G, H, I, & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 396 -469
Chords Tens.Comp.
F - D 403 -478
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 342 -440
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.021 F 946 360
VERT(CL):0.039 F 501 240
HORZ(LL):-0.007 C - -
HORZ(TL):0.013 C - -
Creep Factor: 2.0
Max TC CSI:0.212
Max BC CSI:0.217
Max Web CSI:0.060
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T41
Ply: 1
Qty:2
SEQN:178425 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T63
DrwNo:187.21.1743.45510
SSB /WHK 07/06/2021
1'6"12 2'0"12 2'2'0"12 5"12
4'1"
4'1"
8'2"
4'1"
4'1"
4'1"
8'2"
4'1"1'1'
6"32'2"102'5"310'9"A
B
C
D
E
FGH I J
5
12
3X4(B1)
4X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left and right cantilevers are 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
G 152 /-/-/176 /81 /99
H 371 /-/-/181 /245 /-
I 187 /-/-/157 /78 /-
J 178 /-80 /-/209 /185 /-
Wind reactions based on MWFRS
G Brg Width = 1.5 Min Req =1.5
H Brg Width = 1.5 Min Req =1.5
I Brg Width = 1.5 Min Req =1.5
J Brg Width = 1.5 Min Req =1.5
Bearings G, H, I, & J are a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 396 -469
Chords Tens.Comp.
F - D 403 -478
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 342 -440
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.021 F 946 360
VERT(CL):0.039 F 501 240
HORZ(LL):-0.007 C - -
HORZ(TL):0.013 C - -
Creep Factor: 2.0
Max TC CSI:0.212
Max BC CSI:0.217
Max Web CSI:0.060
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:T41
Ply: 1
Qty:2
SEQN:178425 SPEC
FROM:
Cust: R 761 JRef:1X6V7610023 T63
DrwNo:187.21.1743.45510
SSB /WHK 07/06/2021
1'6"12 2'0"12 2'2'0"12 5"12
4'1"
4'1"
8'2"
4'1"
4'1"
4'1"
8'2"
4'1"1'1'
6"32'2"102'5"310'9"A
B
C
D
E
FGH I J
5
12
3X4(B1)
4X4
1.5X4 3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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*75 /-/-/31 /22 /5
Wind reactions based on MWFRS
D Brg Width = 46.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.004 999 360
VERT(CL):0.008 999 240
HORZ(LL):-0.001 - -
HORZ(TL):0.003 - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.094
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:V1
Ply: 1
Qty:1
SEQN:178359 VAL
FROM:
Cust: R 761 JRef:1X6V7610023 T43
DrwNo:187.21.1743.47550
SSB /WHK 07/06/2021
3'10"13
1'11"6
1'11"6
3'10"13
1'11"6
3'10"13
3'10"13
0"410"12'1"10
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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*75 /-/-/31 /22 /5
Wind reactions based on MWFRS
D Brg Width = 46.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.004 999 360
VERT(CL):0.008 999 240
HORZ(LL):-0.001 - -
HORZ(TL):0.003 - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.094
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:V1
Ply: 1
Qty:1
SEQN:178359 VAL
FROM:
Cust: R 761 JRef:1X6V7610023 T43
DrwNo:187.21.1743.47550
SSB /WHK 07/06/2021
3'10"13
1'11"6
1'11"6
3'10"13
1'11"6
3'10"13
3'10"13
0"410"12'1"10
A
B
C
D
5
12
3X4(D1)
3X4
3X4(D1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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*75 /-/-/34 /33 /6
Wind reactions based on MWFRS
E Brg Width = 94.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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 D 999 360
VERT(CL):0.014 D 999 240
HORZ(LL):0.003 D - -
HORZ(TL):0.005 D - -
Creep Factor: 2.0
Max TC CSI:0.152
Max BC CSI:0.150
Max Web CSI:0.036
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:V2
Ply: 1
Qty:1
SEQN:178360 VAL
FROM:
Cust: R 761 JRef:1X6V7610023 T66
DrwNo:187.21.1743.48710
SSB /WHK 07/06/2021
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"11'3"10
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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*75 /-/-/34 /33 /6
Wind reactions based on MWFRS
E Brg Width = 94.8 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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 D 999 360
VERT(CL):0.014 D 999 240
HORZ(LL):0.003 D - -
HORZ(TL):0.005 D - -
Creep Factor: 2.0
Max TC CSI:0.152
Max BC CSI:0.150
Max Web CSI:0.036
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:V2
Ply: 1
Qty:1
SEQN:178360 VAL
FROM:
Cust: R 761 JRef:1X6V7610023 T66
DrwNo:187.21.1743.48710
SSB /WHK 07/06/2021
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"11'3"10
A
B
C
D
E
5
12
3X4(D1)
4X4
1.5X4
3X4(D1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 307 /-/-/228 /145 /178
D 117 /-/-/65 /-/-
C 157 /-/-/102 /174 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.012 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.557
Max BC CSI:0.422
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J1
Ply: 1
Qty:13
SEQN:178355 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T28
DrwNo:187.21.1743.49870
SSB /WHK 07/06/2021
6'3"12
6'3"121'
6"3 3'1"123'4"68'1"
10'11"4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 307 /-/-/228 /145 /178
D 117 /-/-/65 /-/-
C 157 /-/-/102 /174 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.012 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.557
Max BC CSI:0.422
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J1
Ply: 1
Qty:13
SEQN:178355 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T28
DrwNo:187.21.1743.49870
SSB /WHK 07/06/2021
6'3"12
6'3"121'
6"3 3'1"123'4"68'1"
10'11"4
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 307 /-/-/228 /145 /178
E 86 /-/-/50 /2 /-
D 172 /-/-/117 /167 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.171 F 434 360
VERT(CL):0.256 F 290 240
HORZ(LL):-0.080 C - -
HORZ(TL):0.117 C - -
Creep Factor: 2.0
Max TC CSI:0.714
Max BC CSI:0.223
Max Web CSI:0.112
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J2
Ply: 1
Qty:8
SEQN:178369 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T44
DrwNo:187.21.1743.51023
SSB /WHK 07/06/2021
2'4"14
2'4"14
6'3"12
3'10"14
2'8"6
2'8"6
6'3"12
3'7"61'
6"3 8"2'5"123'1"123'4"68'1"
8'9"
10'11"4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 307 /-/-/228 /145 /178
E 86 /-/-/50 /2 /-
D 172 /-/-/117 /167 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.171 F 434 360
VERT(CL):0.256 F 290 240
HORZ(LL):-0.080 C - -
HORZ(TL):0.117 C - -
Creep Factor: 2.0
Max TC CSI:0.714
Max BC CSI:0.223
Max Web CSI:0.112
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J2
Ply: 1
Qty:8
SEQN:178369 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T44
DrwNo:187.21.1743.51023
SSB /WHK 07/06/2021
2'4"14
2'4"14
6'3"12
3'10"14
2'8"6
2'8"6
6'3"12
3'7"61'
6"3 8"2'5"123'1"123'4"68'1"
8'9"
10'11"4
A
B
C
D
E
FGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 279 /-/-/210 /133 /159
D 103 /-/-/57 /-/-
C 137 /-/-/89 /153 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.008 D - -
HORZ(TL):0.010 D - -
Creep Factor: 2.0
Max TC CSI:0.418
Max BC CSI:0.319
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J3
Ply: 1
Qty:13
SEQN:178357 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T18
DrwNo:187.21.1743.52290
SSB /WHK 07/06/2021
5'6"12
5'6"121'
6"3 2'10"3'0"108'1"
10'7"8
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 279 /-/-/210 /133 /159
D 103 /-/-/57 /-/-
C 137 /-/-/89 /153 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.008 D - -
HORZ(TL):0.010 D - -
Creep Factor: 2.0
Max TC CSI:0.418
Max BC CSI:0.319
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J3
Ply: 1
Qty:13
SEQN:178357 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T18
DrwNo:187.21.1743.52290
SSB /WHK 07/06/2021
5'6"12
5'6"121'
6"3 2'10"3'0"108'1"
10'7"8
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 253 /-/-/193 /122 /141
D 89 /-/-/48 /-/-
C 118 /-/-/76 /133 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.005 D - -
HORZ(TL):0.006 D - -
Creep Factor: 2.0
Max TC CSI:0.300
Max BC CSI:0.234
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J4
Ply: 1
Qty:7
SEQN:178356 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T52
DrwNo:187.21.1743.53457
SSB /WHK 07/06/2021
4'10"
4'10"1'
6"3 2'6"62'8"158'1"
10'3"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 253 /-/-/193 /122 /141
D 89 /-/-/48 /-/-
C 118 /-/-/76 /133 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.005 D - -
HORZ(TL):0.006 D - -
Creep Factor: 2.0
Max TC CSI:0.300
Max BC CSI:0.234
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J4
Ply: 1
Qty:7
SEQN:178356 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T52
DrwNo:187.21.1743.53457
SSB /WHK 07/06/2021
4'10"
4'10"1'
6"3 2'6"62'8"158'1"
10'3"14
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 173 /-/-/143 /87 /82
D 45 /-/-/23 /-/-
C 52 /-/-/30 /64 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.064
Max BC CSI:0.052
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J5
Ply: 1
Qty:1
SEQN:178381 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T25
DrwNo:187.21.1743.54620
SSB /WHK 07/06/2021
2'6"
2'6"1'
6"3 1'6"111'9"58'1"
9'4"3
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 173 /-/-/143 /87 /82
D 45 /-/-/23 /-/-
C 52 /-/-/30 /64 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.064
Max BC CSI:0.052
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:J5
Ply: 1
Qty:1
SEQN:178381 EJAC
FROM:
Cust: R 761 JRef:1X6V7610023 T25
DrwNo:187.21.1743.54620
SSB /WHK 07/06/2021
2'6"
2'6"1'
6"3 1'6"111'9"58'1"
9'4"3
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 6-3-12 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 (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 272 /-/-/-/165 /-
E 250 /-/0 /-/79 /0
D 220 /-/-/-/195 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 374 -617
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 577 -350
Chords Tens.Comp.
G - F 564 -350
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 388 -621
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.115 F 912 360
VERT(CL):0.215 F 490 240
HORZ(LL):0.022 C - -
HORZ(TL):0.041 C - -
Creep Factor: 2.0
Max TC CSI:0.611
Max BC CSI:0.866
Max Web CSI:0.117
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K1
Ply: 1
Qty:1
SEQN:178393 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T29
DrwNo:187.21.1743.56000
SSB /WHK 07/06/2021
4'2"15
4'2"15
8'11"2
4'8"3
4'1"3
4'1"3
7'2"2
3'0"15
8'11"2
1'9"1'5"
5"15 3'1"83'4"38'1"
10'11"
A
B
C
D
EFG
3.54 12
2X4(A1)1.5X4
3X4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 6-3-12 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 (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 272 /-/-/-/165 /-
E 250 /-/0 /-/79 /0
D 220 /-/-/-/195 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 374 -617
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 577 -350
Chords Tens.Comp.
G - F 564 -350
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 388 -621
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.115 F 912 360
VERT(CL):0.215 F 490 240
HORZ(LL):0.022 C - -
HORZ(TL):0.041 C - -
Creep Factor: 2.0
Max TC CSI:0.611
Max BC CSI:0.866
Max Web CSI:0.117
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K1
Ply: 1
Qty:1
SEQN:178393 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T29
DrwNo:187.21.1743.56000
SSB /WHK 07/06/2021
4'2"15
4'2"15
8'11"2
4'8"3
4'1"3
4'1"3
7'2"2
3'0"15
8'11"2
1'9"1'5"
5"15 3'1"83'4"38'1"
10'11"
A
B
C
D
EFG
3.54 12
2X4(A1)1.5X4
3X4
1.5X4
07/07/2021
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: sbcindustry.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
All plates are 1.5X4 except as noted.
Loading
Hipjack supports 6-3-12 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
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 272 /-/-/-/165 /-
G 341 /-/-/-/154 /-
F 129 /-/-/-/119 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
G Brg Width = 1.5 Min Req =-
F Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 460 -779
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - K 638 -369
K - I 747 -436
Chords Tens.Comp.
I - H 728 -433
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - H 488 -818
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.073 J 999 360
VERT(CL):0.136 J 777 240
HORZ(LL):0.029 H - -
HORZ(TL):0.055 H - -
Creep Factor: 2.0
Max TC CSI:0.233
Max BC CSI:0.603
Max Web CSI:0.119
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K2
Ply: 1
Qty:1
SEQN:178398 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T50
DrwNo:187.21.1744.04530
SSB /WHK 07/06/2021
1'5"9
1'5"9
5'10"14
4'5"6
8'11"2
3'0"4
1'5"9
1'5"9
2'1"10
8"2
3'9"13
1'8"2
5'9"2
1'11"6
8'3"1
2'5"15
8'11"2
8"11'5"
5"15 8"2'5"83'1"83'4"38'1"
8'9"
10'11"
A
B
C D
E
F
GHI
JKLM
3.54 12
2X4(A1)
3X3
3X4
3X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP 2250f-1.9E;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Plating Notes
All plates are 1.5X4 except as noted.
Loading
Hipjack supports 6-3-12 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
Laterally brace top chord below filler and bottom chord
above filler at 24" o.c., including a lateral brace
at chord ends (If no rigid diaphragm exists at that point).
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 272 /-/-/-/165 /-
G 341 /-/-/-/154 /-
F 129 /-/-/-/119 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
G Brg Width = 1.5 Min Req =-
F Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - E 460 -779
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - K 638 -369
K - I 747 -436
Chords Tens.Comp.
I - H 728 -433
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
E - H 488 -818
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.073 J 999 360
VERT(CL):0.136 J 777 240
HORZ(LL):0.029 H - -
HORZ(TL):0.055 H - -
Creep Factor: 2.0
Max TC CSI:0.233
Max BC CSI:0.603
Max Web CSI:0.119
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K2
Ply: 1
Qty:1
SEQN:178398 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T50
DrwNo:187.21.1744.04530
SSB /WHK 07/06/2021
1'5"9
1'5"9
5'10"14
4'5"6
8'11"2
3'0"4
1'5"9
1'5"9
2'1"10
8"2
3'9"13
1'8"2
5'9"2
1'11"6
8'3"1
2'5"15
8'11"2
8"11'5"
5"15 8"2'5"83'1"83'4"38'1"
8'9"
10'11"
A
B
C D
E
F
GHI
JKLM
3.54 12
2X4(A1)
3X3
3X4
3X5
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 5-6-12 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 236 /-/-/-/148 /-
E 211 /-/0 /-/75 /0
D 147 /-/-/-/133 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 249 -428
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 397 -229
Chords Tens.Comp.
G - F 390 -231
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 256 -431
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.020 C 999 360
VERT(CL):0.037 C 999 240
HORZ(LL):0.004 C - -
HORZ(TL):0.007 C - -
Creep Factor: 2.0
Max TC CSI:0.295
Max BC CSI:0.352
Max Web CSI:0.058
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K3
Ply: 1
Qty:2
SEQN:178390 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T20
DrwNo:187.21.1744.07147
SSB /WHK 07/06/2021
4'2"15
4'2"15
7'10"6
3'7"7
4'1"3
4'1"3
7'2"2
3'0"15
7'10"6
8"41'5"
5"15 2'9"123'0"78'1"
10'7"4
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #2;
Loading
Hipjack supports 5-6-12 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 236 /-/-/-/148 /-
E 211 /-/0 /-/75 /0
D 147 /-/-/-/133 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 249 -428
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 397 -229
Chords Tens.Comp.
G - F 390 -231
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 256 -431
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.020 C 999 360
VERT(CL):0.037 C 999 240
HORZ(LL):0.004 C - -
HORZ(TL):0.007 C - -
Creep Factor: 2.0
Max TC CSI:0.295
Max BC CSI:0.352
Max Web CSI:0.058
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K3
Ply: 1
Qty:2
SEQN:178390 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T20
DrwNo:187.21.1744.07147
SSB /WHK 07/06/2021
4'2"15
4'2"15
7'10"6
3'7"7
4'1"3
4'1"3
7'2"2
3'0"15
7'10"6
8"41'5"
5"15 2'9"123'0"78'1"
10'7"4
A
B
C
D
EFG
3.54 12
2X4(A1)1.5X4
3X4
3X3
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-10-0 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 171 /-/-/-/106 /-
D 81 /-/-/14 /-/-
C 188 /-/-/-/170 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.008 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.656
Max BC CSI:0.340
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K4
Ply: 1
Qty:2
SEQN:178378 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T53
DrwNo:187.21.1744.08677
SSB /WHK 07/06/2021
6'10"
6'10"1'5"
5"15 2'6"22'8"138'1"
10'3"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 4-10-0 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 171 /-/-/-/106 /-
D 81 /-/-/14 /-/-
C 188 /-/-/-/170 /-
Wind reactions based on MWFRS
B Brg Width = 10.8 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.008 D - -
HORZ(TL):0.016 D - -
Creep Factor: 2.0
Max TC CSI:0.656
Max BC CSI:0.340
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:K4
Ply: 1
Qty:2
SEQN:178378 HIP_
FROM:
Cust: R 761 JRef:1X6V7610023 T53
DrwNo:187.21.1744.08677
SSB /WHK 07/06/2021
6'10"
6'10"1'5"
5"15 2'6"22'8"138'1"
10'3"10
A
B
C
D
3.54 12
2X4(A1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 143 /-/-/133 /90 /44
D 15 /-/-/9 /3 /-
C -/-10 /-/29 /31 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.010
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C1
Ply: 1
Qty:5
SEQN:178349 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T15
DrwNo:187.21.1744.10227
SSB /WHK 07/06/2021
1'
1'1'
6"3 11"31'1"138'1"
8'8"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 143 /-/-/133 /90 /44
D 15 /-/-/9 /3 /-
C -/-10 /-/29 /31 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.010
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C1
Ply: 1
Qty:5
SEQN:178349 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T15
DrwNo:187.21.1744.10227
SSB /WHK 07/06/2021
1'
1'1'
6"3 11"31'1"138'1"
8'8"11
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 42 /-/-/26 /12 /24
C 17 /-/-/10 /-/-
B 23 /-/-/16 /29 /-
Wind reactions based on MWFRS
A Brg Width = 7.6 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.010
Max BC CSI:0.007
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C1A
Ply: 1
Qty:1
SEQN:178358 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T9
DrwNo:187.21.1744.11580
SSB /WHK 07/06/2021
1'
1'
6"3 11"38'1"
8'8"11A
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 42 /-/-/26 /12 /24
C 17 /-/-/10 /-/-
B 23 /-/-/16 /29 /-
Wind reactions based on MWFRS
A Brg Width = 7.6 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.010
Max BC CSI:0.007
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C1A
Ply: 1
Qty:1
SEQN:178358 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T9
DrwNo:187.21.1744.11580
SSB /WHK 07/06/2021
1'
1'
6"3 11"38'1"
8'8"11A
B
C
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 189 /-/-/153 /94 /95
D 54 /-/-/28 /-/-
C 67 /-/-/41 /80 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.089
Max BC CSI:0.080
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C2
Ply: 1
Qty:4
SEQN:178350 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T14
DrwNo:187.21.1744.12900
SSB /WHK 07/06/2021
3'
3'1'
6"3 1'9"31'11"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 189 /-/-/153 /94 /95
D 54 /-/-/28 /-/-
C 67 /-/-/41 /80 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.089
Max BC CSI:0.080
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C2
Ply: 1
Qty:4
SEQN:178350 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T14
DrwNo:187.21.1744.12900
SSB /WHK 07/06/2021
3'
3'1'
6"3 1'9"31'11"138'1"
9'6"11
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
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 138 /-/-/103 /45 /74
C 42 /-/-/23 /-/-
B 76 /-/-/50 /89 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.115
Max BC CSI:0.067
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C2AC
Ply: 1
Qty:1
SEQN:178384 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T21
DrwNo:187.21.1744.14010
SSB /WHK 07/06/2021
4"14
3'
3'
6"3 1'9"38'1"
9'6"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
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 138 /-/-/103 /45 /74
C 42 /-/-/23 /-/-
B 76 /-/-/50 /89 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 B - -
HORZ(TL):0.002 B - -
Creep Factor: 2.0
Max TC CSI:0.115
Max BC CSI:0.067
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C2AC
Ply: 1
Qty:1
SEQN:178384 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T21
DrwNo:187.21.1744.14010
SSB /WHK 07/06/2021
4"14
3'
3'
6"3 1'9"38'1"
9'6"11
A
B
C
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 189 /-/-/153 /94 /95
E 18 /-/-/13 /13 /-
D 77 /-/-/55 /62 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.004 F 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):-0.003 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.094
Max BC CSI:0.055
Max Web CSI:0.018
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C2T
Ply: 1
Qty:1
SEQN:178372 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T22
DrwNo:187.21.1744.15207
SSB /WHK 07/06/2021
2'4"14
2'4"14
3'
7"2
2'8"6
2'8"6
3'
3"101'
6"3 8"1'1"31'9"31'11"138'1"
8'9"
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 189 /-/-/153 /94 /95
E 18 /-/-/13 /13 /-
D 77 /-/-/55 /62 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.004 F 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):-0.003 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.094
Max BC CSI:0.055
Max Web CSI:0.018
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C2T
Ply: 1
Qty:1
SEQN:178372 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T22
DrwNo:187.21.1744.15207
SSB /WHK 07/06/2021
2'4"14
2'4"14
3'
7"2
2'8"6
2'8"6
3'
3"101'
6"3 8"1'1"31'9"31'11"138'1"
8'9"
9'6"11
A
B
C D
EFGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 259 /-/-/197 /124 /145
D 92 /-/-/50 /-/-
C 122 /-/-/79 /137 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.006 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.325
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C3
Ply: 1
Qty:2
SEQN:178351 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T13
DrwNo:187.21.1744.16323
SSB /WHK 07/06/2021
5'
5'1'
6"3 2'7"32'9"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 259 /-/-/197 /124 /145
D 92 /-/-/50 /-/-
C 122 /-/-/79 /137 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.006 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.325
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C3
Ply: 1
Qty:2
SEQN:178351 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T13
DrwNo:187.21.1744.16323
SSB /WHK 07/06/2021
5'
5'1'
6"3 2'7"32'9"138'1"
10'4"11
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
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 211 /-/-/150 /79 /125
C 83 /-/-/41 /-/-
B 126 /-/-/83 /144 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.347
Max BC CSI:0.200
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C3AC
Ply: 1
Qty:1
SEQN:178387 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T17
DrwNo:187.21.1744.17383
SSB /WHK 07/06/2021
4"14
5'
5'
6"3 2'7"38'1"
10'4"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
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 211 /-/-/150 /79 /125
C 83 /-/-/41 /-/-
B 126 /-/-/83 /144 /-
Wind reactions based on MWFRS
A Brg Width = 3.5 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.347
Max BC CSI:0.200
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C3AC
Ply: 1
Qty:1
SEQN:178387 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T17
DrwNo:187.21.1744.17383
SSB /WHK 07/06/2021
4"14
5'
5'
6"3 2'7"38'1"
10'4"11
A
B
C
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 259 /-/-/197 /124 /145
E 59 /-/-/35 /3 /-
D 137 /-/-/94 /129 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.070 F 835 360
VERT(CL):0.105 F 560 240
HORZ(LL):-0.033 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.324
Max BC CSI:0.100
Max Web CSI:0.067
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C3T
Ply: 1
Qty:1
SEQN:178375 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T46
DrwNo:187.21.1744.18363
SSB /WHK 07/06/2021
2'4"14
2'4"14
5'
2'7"2
2'8"6
2'8"6
5'
2'3"101'
6"3 8"1'11"32'7"32'9"138'1"
8'9"
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 259 /-/-/197 /124 /145
E 59 /-/-/35 /3 /-
D 137 /-/-/94 /129 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.070 F 835 360
VERT(CL):0.105 F 560 240
HORZ(LL):-0.033 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.324
Max BC CSI:0.100
Max Web CSI:0.067
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C3T
Ply: 1
Qty:1
SEQN:178375 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T46
DrwNo:187.21.1744.18363
SSB /WHK 07/06/2021
2'4"14
2'4"14
5'
2'7"2
2'8"6
2'8"6
5'
2'3"101'
6"3 8"1'11"32'7"32'9"138'1"
8'9"
10'4"11
A
B
C
D
E
FGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 143 /-/-/133 /90 /44
D 15 /-/-/9 /3 /-
C -/-10 /-/29 /31 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.010
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C4
Ply: 1
Qty:6
SEQN:178352 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T12
DrwNo:187.21.1744.19337
SSB /WHK 07/06/2021
1'
1'1'
6"3 11"31'1"138'1"
8'8"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 143 /-/-/133 /90 /44
D 15 /-/-/9 /3 /-
C -/-10 /-/29 /31 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.000 C - -
HORZ(TL):0.000 C - -
Creep Factor: 2.0
Max TC CSI:0.061
Max BC CSI:0.010
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C4
Ply: 1
Qty:6
SEQN:178352 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T12
DrwNo:187.21.1744.19337
SSB /WHK 07/06/2021
1'
1'1'
6"3 11"31'1"138'1"
8'8"11
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 189 /-/-/153 /94 /95
D 54 /-/-/28 /-/-
C 67 /-/-/41 /80 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.089
Max BC CSI:0.080
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C5
Ply: 1
Qty:5
SEQN:178353 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T11
DrwNo:187.21.1744.20540
SSB /WHK 07/06/2021
3'
3'1'
6"3 1'9"31'11"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 189 /-/-/153 /94 /95
D 54 /-/-/28 /-/-
C 67 /-/-/41 /80 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.001 D - -
HORZ(TL):0.001 D - -
Creep Factor: 2.0
Max TC CSI:0.089
Max BC CSI:0.080
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C5
Ply: 1
Qty:5
SEQN:178353 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T11
DrwNo:187.21.1744.20540
SSB /WHK 07/06/2021
3'
3'1'
6"3 1'9"31'11"138'1"
9'6"11
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 189 /-/-/153 /94 /95
E 18 /-/-/13 /13 /-
D 77 /-/-/55 /62 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.004 F 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):-0.003 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.094
Max BC CSI:0.055
Max Web CSI:0.018
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C5T
Ply: 1
Qty:1
SEQN:178363 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T48
DrwNo:187.21.1744.21493
SSB /WHK 07/06/2021
2'4"14
2'4"14
3'
7"2
2'8"6
2'8"6
3'
3"101'
6"3 8"1'1"31'9"31'11"138'1"
8'9"
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 189 /-/-/153 /94 /95
E 18 /-/-/13 /13 /-
D 77 /-/-/55 /62 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.004 F 999 360
VERT(CL):0.005 G 999 240
HORZ(LL):-0.003 C - -
HORZ(TL):0.003 C - -
Creep Factor: 2.0
Max TC CSI:0.094
Max BC CSI:0.055
Max Web CSI:0.018
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C5T
Ply: 1
Qty:1
SEQN:178363 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T48
DrwNo:187.21.1744.21493
SSB /WHK 07/06/2021
2'4"14
2'4"14
3'
7"2
2'8"6
2'8"6
3'
3"101'
6"3 8"1'1"31'9"31'11"138'1"
8'9"
9'6"11
A
B
C D
EFGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 259 /-/-/197 /124 /145
D 92 /-/-/50 /-/-
C 122 /-/-/79 /137 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.006 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.325
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C6
Ply: 1
Qty:3
SEQN:178354 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T10
DrwNo:187.21.1744.22493
SSB /WHK 07/06/2021
5'
5'1'
6"3 2'7"32'9"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
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 259 /-/-/197 /124 /145
D 92 /-/-/50 /-/-
C 122 /-/-/79 /137 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.006 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.325
Max BC CSI:0.252
Max Web CSI:0.000
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C6
Ply: 1
Qty:3
SEQN:178354 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T10
DrwNo:187.21.1744.22493
SSB /WHK 07/06/2021
5'
5'1'
6"3 2'7"32'9"138'1"
10'4"11
A
B
C
D
5
12
3X4(B1)
07/07/2021
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 259 /-/-/197 /124 /145
E 59 /-/-/35 /3 /-
D 137 /-/-/94 /129 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.070 F 835 360
VERT(CL):0.105 F 560 240
HORZ(LL):-0.033 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.324
Max BC CSI:0.100
Max Web CSI:0.067
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C6T
Ply: 1
Qty:1
SEQN:178366 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T49
DrwNo:187.21.1744.25120
SSB /WHK 07/06/2021
2'4"14
2'4"14
5'
2'7"2
2'8"6
2'8"6
5'
2'3"101'
6"3 8"1'11"32'7"32'9"138'1"
8'9"
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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #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 259 /-/-/197 /124 /145
E 59 /-/-/35 /3 /-
D 137 /-/-/94 /129 /-
Wind reactions based on MWFRS
B Brg Width = 7.6 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
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):-0.070 F 835 360
VERT(CL):0.105 F 560 240
HORZ(LL):-0.033 C - -
HORZ(TL):0.048 C - -
Creep Factor: 2.0
Max TC CSI:0.324
Max BC CSI:0.100
Max Web CSI:0.067
VIEW Ver: 20.02.01A.1209.10
Job Number:21-0598
/GROZA BUILDERS, INC. / /NEWTON RESIDENCE
Truss Label:C6T
Ply: 1
Qty:1
SEQN:178366 JACK
FROM:
Cust: R 761 JRef:1X6V7610023 T49
DrwNo:187.21.1744.25120
SSB /WHK 07/06/2021
2'4"14
2'4"14
5'
2'7"2
2'8"6
2'8"6
5'
2'3"101'
6"3 8"1'11"32'7"32'9"138'1"
8'9"
10'4"11
A
B
C
D
E
FGH
5
12
3X4(B1)
3X3
1.5X4
1.5X4
07/07/2021
COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
07/07/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
07/07/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
07/07/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
07/07/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
07/07/2021COA #0 278
514 Earth City Expressway
Suite 242
Earth City, MO 63045
07/07/2021COA #0 278