HomeMy WebLinkAbout29036-140249Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 1:
Customer: Truss Wood, Inc.Job Number: 29036
Job Description: ,GELCORP ,AVALON BY THE BEACH - OCE
Address: 6801 OCEAN ESTATES CT , FT PIERCE
Job Engineering Criteria:
Design Code: FBC 2017 RES IntelliVIEW Version: 18.02.01A
JRef #: 1WSc66660001
Wind Standard: ASCE 7-10 Wind Speed (mph): 170 Roof Load (psf): 20.00- 7.00- 0.00-10.00
Building Type: Closed, Partial Floor Load (psf): None
This package contains general notes pages, 68 truss drawing(s) and 2 detail(s).
Item Drawing Number Truss Item Drawing Number Truss
1 030.20.1200.43419 F1 2 030.20.1200.42858 F2
3 030.20.1200.42655 F3 4 030.20.1200.42935 F5
5 030.20.1200.43387 F5A 6 030.20.1200.43543 F6
7 030.20.1200.43435 F7A 8 030.20.1355.40043 FG1-3PLY
9 030.20.1355.57680 FG2-2PLY 10 030.20.1356.02900 F4
11 030.20.1356.56127 FG3-2PLY 12 030.20.1357.01827 F7
13 030.20.1356.11920 C1B 14 030.20.1356.16597 C1C
15 030.20.1356.23520 C2B 16 030.20.1356.24927 C2C
17 030.20.1356.28630 C3B 18 030.20.1200.42685 C4B
19 030.20.1200.42561 C5B 20 030.20.1200.43013 C6B
21 030.20.1200.43451 CJ1A 22 030.20.1200.43356 CJ3A
23 030.20.1200.43169 CJ3B 24 030.20.1200.43200 CJ5A
25 030.20.1200.42467 CJ5B 26 030.20.1200.42810 EJ3A
27 030.20.1200.43278 EJ6 28 030.20.1200.43606 EJ7A
29 030.20.1356.34840 G3 30 030.20.1356.35890 GE1
31 030.20.1356.37250 H3C 32 030.20.1356.38557 H5C
33 030.20.1356.48120 H7B 34 030.20.1356.49220 H7C
35 030.20.1356.50220 HJ3A 36 030.20.1354.33730 HJ7A
37 030.20.1354.34943 MH11 38 030.20.1354.36153 MH13
39 030.20.1354.37227 MH7 40 030.20.1354.38070 MH9
41 030.20.1354.39020 C1E 42 030.20.1354.39923 C2E
43 030.20.1354.41247 CJ1 44 030.20.1354.43070 CJ3
45 030.20.1354.47390 CJ5 46 030.20.1354.48787 EJ3
47 030.20.1200.43497 EJ7 48 030.20.1354.50197 H3
49 030.20.1354.51443 HJ3 50 030.20.1354.54127 HJ7
51 030.20.1354.55150 H9 52 030.20.1354.56167 H11
Florida Certificate of Product Approval #FL1999 Printed 1/30/2020 2:02:49 PM
01/30/2020
COA #0 278
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32821
Phone: (800)755-6001
www.alpineitw.com
Site Information:Page 2:
Customer: Truss Wood, Inc.Job Number: 29036
Job Description: ,GELCORP ,AVALON BY THE BEACH - OCE
Address: 6801 OCEAN ESTATES CT , FT PIERCE
Item Drawing Number Truss Item Drawing Number Truss
53 030.20.1354.58230 C3E 54 030.20.1354.59240 H7
55 030.20.1355.00360 MH11A 56 030.20.1355.01683 MH9B
57 030.20.1355.02547 MH11B 58 030.20.1355.05160 MH13B
59 030.20.1355.06230 MH15B 60 030.20.1355.07670 C3
61 030.20.1355.10720 C2 62 030.20.1355.12033 C1
63 030.20.1355.14180 MH13A 64 030.20.1355.15380 MH9A
65 030.20.1355.16373 G2 66 030.20.1355.18710 MH7B-2PLY
67 030.20.1355.30353 G1-3PLY 68 030.20.1355.32010 MH7A-2PLY
69 DEFLCAMB1014 70 STRBRIBR1014
Florida Certificate of Product Approval #FL1999 Printed 1/30/2020 2:02:49 PM
01/30/2020
COA #0 278
General Notes
Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities:
The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1,
Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate
Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design
Specification for Wood Construction by AF&PA. 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.
Page 1 of 2
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.
Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot.
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.
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 immediate vertical Deflection, 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(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.
References:
1. AF&PA: American Forest & Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036;
www.afandpa.org.
2. ICC: International Code Council; www.iccsafe.org.
3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO
63043; www.alpineitw.com.
4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314; www.tpinst.org.
5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcindustry.co
Page 2 of 2
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 440 /-/-/-/-/-
F 440 /-/-/-/-/-
I Brg Width = 6.0 Min Req =1.5
F Brg Width = 6.0 Min Req =1.5
Bearings I & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -383
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 383 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - I 0 -437
A - J 0 -422
A - H 489 0
Webs Tens.Comp.
G - D 478 0
D - E 0 -417
E - F 0 -423
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.032 C 999 360
VERT(CL):0.061 C 999 240
HORZ(LL):-0.015 D - -
HORZ(TL):0.029 D - -
Creep Factor: 2.0
Max TC CSI:0.460
Max BC CSI:0.307
Max W eb CSI:0.233
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F1
Ply: 1
Qty:5
SEQN:227746 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T58
DrwNo:030.20.1200.43419
SSB /DF 01/30/2020
3"8
7'2"8
2'2"2'3"8
2'6"8
2'6"8
4'6"8
2'
7'2"8
2'8"2'A B C D
E
FGHI
J
1.5X33X3
2X4 3X3
1X3 1X3
3X3
3X3
2X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 440 /-/-/-/-/-
F 440 /-/-/-/-/-
I Brg Width = 6.0 Min Req =1.5
F Brg Width = 6.0 Min Req =1.5
Bearings I & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -383
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 383 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - I 0 -437
A - J 0 -422
A - H 489 0
Webs Tens.Comp.
G - D 478 0
D - E 0 -417
E - F 0 -423
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.032 C 999 360
VERT(CL):0.061 C 999 240
HORZ(LL):-0.015 D - -
HORZ(TL):0.029 D - -
Creep Factor: 2.0
Max TC CSI:0.460
Max BC CSI:0.307
Max W eb CSI:0.233
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F1
Ply: 1
Qty:5
SEQN:227746 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T58
DrwNo:030.20.1200.43419
SSB /DF 01/30/2020
3"8
7'2"8
2'2"2'3"8
2'6"8
2'6"8
4'6"8
2'
7'2"8
2'8"2'A B C D
E
FGHI
J
1.5X33X3
2X4 3X3
1X3 1X3
3X3
3X3
2X4
1.5X3
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 454 /-/-/-/-/-
G 451 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
G Brg Width = 6.0 Min Req =1.5
Bearings A & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -403
C - D 0 -401
Chords Tens.Comp.
D - E 0 -391
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 401 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 516 0
H - E 512 0
Webs Tens.Comp.
E - F 0 -435
F - G 0 -441
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 C 999 360
VERT(CL):0.080 C 999 240
HORZ(LL):-0.012 I - -
HORZ(TL):0.023 I - -
Creep Factor: 2.0
Max TC CSI:0.617
Max BC CSI:0.318
Max W eb CSI:0.246
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F2
Ply: 1
Qty:4
SEQN:208125 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T40
DrwNo:030.20.1200.42858
SSB /DF 01/30/2020
3"8
7'4"
4"8 2'2"
(TYP)
2'9"8
2'9"8
4'9"8
2'
7'4"
2'6"8
1'9"3"2'A B C D E
F
GHIJ1X3
3X5 3X3
3X3
1X3
3X3
3X3
2X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 454 /-/-/-/-/-
G 451 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
G Brg Width = 6.0 Min Req =1.5
Bearings A & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -403
C - D 0 -401
Chords Tens.Comp.
D - E 0 -391
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 401 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 516 0
H - E 512 0
Webs Tens.Comp.
E - F 0 -435
F - G 0 -441
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 C 999 360
VERT(CL):0.080 C 999 240
HORZ(LL):-0.012 I - -
HORZ(TL):0.023 I - -
Creep Factor: 2.0
Max TC CSI:0.617
Max BC CSI:0.318
Max W eb CSI:0.246
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F2
Ply: 1
Qty:4
SEQN:208125 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T40
DrwNo:030.20.1200.42858
SSB /DF 01/30/2020
3"8
7'4"
4"8 2'2"
(TYP)
2'9"8
2'9"8
4'9"8
2'
7'4"
2'6"8
1'9"3"2'A B C D E
F
GHIJ1X3
3X5 3X3
3X3
1X3
3X3
3X3
2X4
1.5X3
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 444 /-/-/-/-/-
O 1034 /-/-/-/-/-
L 584 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
O Brg Width = 6.0 Min Req =1.5
L Brg Width = 4.0 Min Req =1.5
Bearings A, O, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -380
C - D 0 -378
E - F 0 -388
F - G 0 -388
Chords Tens.Comp.
G - H 0 -620
H - I 0 -620
I - J 0 -620
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 378 0
Chords Tens.Comp.
N - M 709 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - R 492 0
Q - E 487 0
E - O 0 -1006
E - N 607 0
Webs Tens.Comp.
N - G 0 -481
M - J 762 0
J - K 0 -567
K - L 0 -573
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 C 999 360
VERT(CL):0.061 C 999 240
HORZ(LL):-0.008 R - -
HORZ(TL):0.013 R - -
Creep Factor: 2.0
Max TC CSI:0.591
Max BC CSI:0.364
Max W eb CSI:0.363
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F3
Ply: 1
Qty:1
SEQN:208122 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T53
DrwNo:030.20.1200.42655
SSB /DF 01/30/2020
3"8
7'1"9'1"
4"8 2'1"4 2'1"4 11"8 2'6"
(TYP)
16'2"
2'8"12
2'8"12
4'8"12
2'
7'1"
2'4"4
16'2"
9'1"1'9"3"2'A B C D E F G H I J K
LMNOPQRS1X3
3X5 3X3
3X3
1X3
3X3
W=3X4
3X7
2X4
1X3
4X4
3X3 W=3X4 1X3
3X6
3X4
2X4
1.5X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 444 /-/-/-/-/-
O 1034 /-/-/-/-/-
L 584 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
O Brg Width = 6.0 Min Req =1.5
L Brg Width = 4.0 Min Req =1.5
Bearings A, O, & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 0 -380
C - D 0 -378
E - F 0 -388
F - G 0 -388
Chords Tens.Comp.
G - H 0 -620
H - I 0 -620
I - J 0 -620
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 378 0
Chords Tens.Comp.
N - M 709 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - R 492 0
Q - E 487 0
E - O 0 -1006
E - N 607 0
Webs Tens.Comp.
N - G 0 -481
M - J 762 0
J - K 0 -567
K - L 0 -573
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 C 999 360
VERT(CL):0.061 C 999 240
HORZ(LL):-0.008 R - -
HORZ(TL):0.013 R - -
Creep Factor: 2.0
Max TC CSI:0.591
Max BC CSI:0.364
Max W eb CSI:0.363
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F3
Ply: 1
Qty:1
SEQN:208122 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T53
DrwNo:030.20.1200.42655
SSB /DF 01/30/2020
3"8
7'1"9'1"
4"8 2'1"4 2'1"4 11"8 2'6"
(TYP)
16'2"
2'8"12
2'8"12
4'8"12
2'
7'1"
2'4"4
16'2"
9'1"1'9"3"2'A B C D E F G H I J K
LMNOPQRS1X3
3X5 3X3
3X3
1X3
3X3
W=3X4
3X7
2X4
1X3
4X4
3X3 W=3X4 1X3
3X6
3X4
2X4
1.5X3
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #1; T2 4x2 SP M-30;
Bot chord: 4x2 SP #2; B2 4x2 SP M-30;
Webs: 4x2 SP #3; W16 4x2 SP #2;
Plating Notes
All plates are 1X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1318 /-/-/-/-/-
M 1321 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
M Brg Width = 3.0 Min Req =1.5
Bearings V & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1644
B - C 0 -1644
C - D 0 -3421
D - E 0 -3421
E - F 0 -3594
F - G 0 -3469
Chords Tens.Comp.
G - H 0 -3469
H - I 0 -3469
I - J 0 -1852
J - K 0 -1801
K - L 0 -1852
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 2736 0
T - S 2736 0
S - R 3595 0
Chords Tens.Comp.
R - Q 3594 0
Q - P 3592 0
P - O 2830 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -V 0 -1311
A - W 0 -1299
A - U 2020 0
U - C 0 -1353
C - S 849 0
S - E 112 -563
Webs Tens.Comp.
F - P 181 -714
P - I 791 0
I - O 0 -1212
J - O 0 -511
O - L 2245 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.314 R 794 360
VERT(CL):0.457 E 544 240
HORZ(LL):0.049 B - -
HORZ(TL):0.077 B - -
Creep Factor: 2.0
Max TC CSI:0.876
Max BC CSI:0.902
Max W eb CSI:0.962
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F5
Ply: 1
Qty:6
SEQN:223876 /SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T65
DrwNo:030.20.1200.42935
SSB /DF 01/30/2020
T2
B2
W16
3"8
21'1"
2'6"
(TYP)
1'10"9"4"8
9'11"8
9'11"8
11'11"8
2'
21'1"
9'1"8
2'1'9"3"
+
A B C D E F G H I J K L M
NOPQRSTUV
W
1.5X34X6
2X4 4X12
3X5
W=H0308 3X6
3X3 3X3
3X6
W=3X4 3X5 1.5X3
4X12
3X3 6X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #1; T2 4x2 SP M-30;
Bot chord: 4x2 SP #2; B2 4x2 SP M-30;
Webs: 4x2 SP #3; W16 4x2 SP #2;
Plating Notes
All plates are 1X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1318 /-/-/-/-/-
M 1321 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
M Brg Width = 3.0 Min Req =1.5
Bearings V & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1644
B - C 0 -1644
C - D 0 -3421
D - E 0 -3421
E - F 0 -3594
F - G 0 -3469
Chords Tens.Comp.
G - H 0 -3469
H - I 0 -3469
I - J 0 -1852
J - K 0 -1801
K - L 0 -1852
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 2736 0
T - S 2736 0
S - R 3595 0
Chords Tens.Comp.
R - Q 3594 0
Q - P 3592 0
P - O 2830 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -V 0 -1311
A - W 0 -1299
A - U 2020 0
U - C 0 -1353
C - S 849 0
S - E 112 -563
Webs Tens.Comp.
F - P 181 -714
P - I 791 0
I - O 0 -1212
J - O 0 -511
O - L 2245 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.314 R 794 360
VERT(CL):0.457 E 544 240
HORZ(LL):0.049 B - -
HORZ(TL):0.077 B - -
Creep Factor: 2.0
Max TC CSI:0.876
Max BC CSI:0.902
Max W eb CSI:0.962
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F5
Ply: 1
Qty:6
SEQN:223876 /SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T65
DrwNo:030.20.1200.42935
SSB /DF 01/30/2020
T2
B2
W16
3"8
21'1"
2'6"
(TYP)
1'10"9"4"8
9'11"8
9'11"8
11'11"8
2'
21'1"
9'1"8
2'1'9"3"
+
A B C D E F G H I J K L M
NOPQRSTUV
W
1.5X34X6
2X4 4X12
3X5
W=H0308 3X6
3X3 3X3
3X6
W=3X4 3X5 1.5X3
4X12
3X3 6X8
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 116 plf at 0.13 to 116 plf at 21.08
BC: From 10 plf at 0.00 to 10 plf at 2.64
BC: From 85 plf at 2.64 to 85 plf at 18.08
BC: From 10 plf at 18.08 to 10 plf at 20.71
Plating Notes
All plates are 3X5 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.41" DL: 0.18". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1909 /-/-/-/-/-
L 1888 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
L Brg Width = 3.0 Min Req =1.5
Bearings V & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2606
B - C 0 -2606
C - D 0 -5547
D - E 0 -5547
E - F 0 -5781
Chords Tens.Comp.
F - G 0 -5805
G - H 0 -5793
H - I 0 -5793
I - J 0 -3031
J - K 0 -3031
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 4296 0
T - S 4296 0
S - R 5780 0
R - Q 5780 0
Chords Tens.Comp.
Q - P 5781 0
P - O 5778 0
O - N 4598 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -V 0 -1939
A - W 0 -1927
A - U 3168 0
U - C 0 -2070
C - S 1533 0
S - E 344 -997
E - Q 383 -292
Webs Tens.Comp.
P - F 669 -452
F - O 798 -948
G - O 0 -543
O - I 1447 0
I - N 0 -1897
N - K 3633 0
J - N 0 -652
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.410 Q 607 360
VERT(CL):0.550 Q 453 240
HORZ(LL):0.048 B - -
HORZ(TL):0.066 B - -
Creep Factor: 2.0
Max TC CSI:0.788
Max BC CSI:0.664
Max W eb CSI:0.894
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F5A
Ply: 1
Qty:2
SEQN:223873 /SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T14
DrwNo:030.20.1200.43387
SSB /DF 01/30/2020
W3
3"8
21'1"
2'6"
(TYP)
1'10"9"5'4"8
9'11"8
9'11"8
11'11"8
2'
18'1"
6'1"8
18'3"15
2"15
21'1"
2'9"1
2'1'9"3"
1"8
+
A B C D E F G H I J K L
MNOPQRSTUV
W
1.5X35X8
3X5
1X3
8X14
4X8
W=3X5
1X3
6X8W=H0308
3X4 6X8
6X8
W=3X4 5X7
6X12
6X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP M-31;
Bot chord: 4x2 SP M-31;
Webs: 4x2 SP #3; W3 4x2 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 116 plf at 0.13 to 116 plf at 21.08
BC: From 10 plf at 0.00 to 10 plf at 2.64
BC: From 85 plf at 2.64 to 85 plf at 18.08
BC: From 10 plf at 18.08 to 10 plf at 20.71
Plating Notes
All plates are 3X5 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.41" DL: 0.18". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1909 /-/-/-/-/-
L 1888 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
L Brg Width = 3.0 Min Req =1.5
Bearings V & K are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -2606
B - C 0 -2606
C - D 0 -5547
D - E 0 -5547
E - F 0 -5781
Chords Tens.Comp.
F - G 0 -5805
G - H 0 -5793
H - I 0 -5793
I - J 0 -3031
J - K 0 -3031
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
U - T 4296 0
T - S 4296 0
S - R 5780 0
R - Q 5780 0
Chords Tens.Comp.
Q - P 5781 0
P - O 5778 0
O - N 4598 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W -V 0 -1939
A - W 0 -1927
A - U 3168 0
U - C 0 -2070
C - S 1533 0
S - E 344 -997
E - Q 383 -292
Webs Tens.Comp.
P - F 669 -452
F - O 798 -948
G - O 0 -543
O - I 1447 0
I - N 0 -1897
N - K 3633 0
J - N 0 -652
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.410 Q 607 360
VERT(CL):0.550 Q 453 240
HORZ(LL):0.048 B - -
HORZ(TL):0.066 B - -
Creep Factor: 2.0
Max TC CSI:0.788
Max BC CSI:0.664
Max W eb CSI:0.894
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F5A
Ply: 1
Qty:2
SEQN:223873 /SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T14
DrwNo:030.20.1200.43387
SSB /DF 01/30/2020
W3
3"8
21'1"
2'6"
(TYP)
1'10"9"5'4"8
9'11"8
9'11"8
11'11"8
2'
18'1"
6'1"8
18'3"15
2"15
21'1"
2'9"1
2'1'9"3"
1"8
+
A B C D E F G H I J K L
MNOPQRSTUV
W
1.5X35X8
3X5
1X3
8X14
4X8
W=3X5
1X3
6X8W=H0308
3X4 6X8
6X8
W=3X4 5X7
6X12
6X8
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 523 /-/-/-/-/-
U 1511 /-/-/-/-/-
N 682 /-/-/-/-/-
X Brg Width = 5.0 Min Req =1.5
U Brg Width = 4.0 Min Req =1.5
N Brg Width = 3.0 Min Req =1.5
Bearings X, U, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -536
B - C 0 -536
C - D 399 -135
D - E 399 -135
H - I 0 -917
Chords Tens.Comp.
I - J 0 -924
J - K 0 -815
K - L 0 -782
L - M 0 -815
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 541 -110
V - U 0 -601
U - T 0 -601
T - S 829 0
Chords Tens.Comp.
S - R 829 0
R - Q 924 0
Q - P 924 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Y - X 0 -519
A - Y 0 -507
A - W 659 0
C - V 0 -661
V - E 685 0
Webs Tens.Comp.
E - U 0 -1440
E - T 1046 0
T - H 0 -632
K - P 0 -410
P - M 989 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.083 Q 999 360
VERT(CL):0.132 J 999 240
HORZ(LL):0.006 P - -
HORZ(TL):0.011 M - -
Creep Factor: 2.0
Max TC CSI:0.945
Max BC CSI:0.454
Max W eb CSI:0.498
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F6
Ply: 1
Qty:1
SEQN:223862 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T68
DrwNo:030.20.1200.43543
SSB /DF 01/30/2020
3"8
9'1"12'
2'6"
(TYP)
1'0"4 2'2"2'2"
8"2
1'5"2 4"8
21'1"
14'4"14
14'4"14
16'4"14
2'
21'1"
4'8"2
2'1'9"3"+
A B C D E F G H I J K L M N
OPQRSTUVWX
Y
1.5X33X4
2X4 3X5
3X3
4X4
4X6
2X4
W=3X4
4X6W=3X4
3X3
3X3
3X3 1.5X3
3X7
3X3 4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 523 /-/-/-/-/-
U 1511 /-/-/-/-/-
N 682 /-/-/-/-/-
X Brg Width = 5.0 Min Req =1.5
U Brg Width = 4.0 Min Req =1.5
N Brg Width = 3.0 Min Req =1.5
Bearings X, U, & M are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -536
B - C 0 -536
C - D 399 -135
D - E 399 -135
H - I 0 -917
Chords Tens.Comp.
I - J 0 -924
J - K 0 -815
K - L 0 -782
L - M 0 -815
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 541 -110
V - U 0 -601
U - T 0 -601
T - S 829 0
Chords Tens.Comp.
S - R 829 0
R - Q 924 0
Q - P 924 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Y - X 0 -519
A - Y 0 -507
A - W 659 0
C - V 0 -661
V - E 685 0
Webs Tens.Comp.
E - U 0 -1440
E - T 1046 0
T - H 0 -632
K - P 0 -410
P - M 989 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.083 Q 999 360
VERT(CL):0.132 J 999 240
HORZ(LL):0.006 P - -
HORZ(TL):0.011 M - -
Creep Factor: 2.0
Max TC CSI:0.945
Max BC CSI:0.454
Max W eb CSI:0.498
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F6
Ply: 1
Qty:1
SEQN:223862 /SY42
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T68
DrwNo:030.20.1200.43543
SSB /DF 01/30/2020
3"8
9'1"12'
2'6"
(TYP)
1'0"4 2'2"2'2"
8"2
1'5"2 4"8
21'1"
14'4"14
14'4"14
16'4"14
2'
21'1"
4'8"2
2'1'9"3"+
A B C D E F G H I J K L M N
OPQRSTUVWX
Y
1.5X33X4
2X4 3X5
3X3
4X4
4X6
2X4
W=3X4
4X6W=3X4
3X3
3X3
3X3 1.5X3
3X7
3X3 4X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP #1;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 756 /-/-/-/-/-
H 759 /-/-/-/-/-
N Brg Width = 4.0 Min Req =1.5
H Brg Width = 3.0 Min Req =1.5
Bearings N & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -862
B - C 0 -862
C - D 0 -1156
Chords Tens.Comp.
D - E 0 -930
E - F 0 -895
F - G 0 -930
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 1157 0
L - K 1156 0
Chords Tens.Comp.
K - J 1153 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - N 0 -749
A - O 0 -737
A - M 1059 0
M - C 0 -444
Webs Tens.Comp.
D - J 0 -485
E - J 0 -399
J - G 1128 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.104 L 999 360
VERT(CL):0.182 L 780 240
HORZ(LL):0.024 B - -
HORZ(TL):0.047 B - -
Creep Factor: 2.0
Max TC CSI:0.895
Max BC CSI:0.793
Max W eb CSI:0.537
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F7A
Ply: 1
Qty:1
SEQN:223833 /SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T69
DrwNo:030.20.1200.43435
SSB /DF 01/30/2020
T23"8
12'2"
2'6"
(TYP)
2'5"14 1'5"2 4"8
5'5"14
5'5"14
7'5"14
2'
12'2"
4'8"2
2'1'9"3"
+
A B C D E F G H
IJKLMN
O
1.5X33X5
2X4
1X3
3X8
3X3
1X3 1X3
3X3 1.5X3
3X8
3X3 5X5
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP #1;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 756 /-/-/-/-/-
H 759 /-/-/-/-/-
N Brg Width = 4.0 Min Req =1.5
H Brg Width = 3.0 Min Req =1.5
Bearings N & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -862
B - C 0 -862
C - D 0 -1156
Chords Tens.Comp.
D - E 0 -930
E - F 0 -895
F - G 0 -930
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
M - L 1157 0
L - K 1156 0
Chords Tens.Comp.
K - J 1153 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - N 0 -749
A - O 0 -737
A - M 1059 0
M - C 0 -444
Webs Tens.Comp.
D - J 0 -485
E - J 0 -399
J - G 1128 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.104 L 999 360
VERT(CL):0.182 L 780 240
HORZ(LL):0.024 B - -
HORZ(TL):0.047 B - -
Creep Factor: 2.0
Max TC CSI:0.895
Max BC CSI:0.793
Max W eb CSI:0.537
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F7A
Ply: 1
Qty:1
SEQN:223833 /SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T69
DrwNo:030.20.1200.43435
SSB /DF 01/30/2020
T23"8
12'2"
2'6"
(TYP)
2'5"14 1'5"2 4"8
5'5"14
5'5"14
7'5"14
2'
12'2"
4'8"2
2'1'9"3"
+
A B C D E F G H
IJKLMN
O
1.5X33X5
2X4
1X3
3X8
3X3
1X3 1X3
3X3 1.5X3
3X8
3X3 5X5
1X3
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3; W2,W3,W11,W12 2x4 SP #2;
W13 2x6 SP #2;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 5.25" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 434 plf at 0.00 to 434 plf at 21.25
BC: From 10 plf at 0.00 to 10 plf at 21.25
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
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
P 4755 /-/0 /515 /850 /-
K 4680 /-/-/507 /836 /-
Wind reactions based on MWFRS
P Brg Width = 7.0 Min Req =1.6
K Brg Width = -Min Req =-
Bearing P is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 666 -3748
D - E 666 -3748
E - F 886 -4969
Chords Tens.Comp.
F - G 886 -4969
G - H 680 -3825
H - I 680 -3825
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2282 -412
N - M 4678 -838
Chords Tens.Comp.
M - L 4715 -845
L - K 2284 -413
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 478 -2647
C - N 1733 -301
N - E 203 -1100
Webs Tens.Comp.
G - L 195 -1052
L - I 1790 -311
I - K 474 -2623
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.138 F 999 360
VERT(CL):0.346 F 731 240
HORZ(LL):0.027 A - -
HORZ(TL):0.068 A - -
Creep Factor: 2.0
Max TC CSI:0.258
Max BC CSI:0.413
Max W eb CSI:0.518
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:FG1-3PLY
Ply: 3
Qty:1
SEQN:228940 MONO
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T28
DrwNo:030.20.1355.40043
SSB /DF 01/30/2020
3 Complete Trusses Required
W2 W3 W11 W12 W13
21'3"
2"
2"
2'10"11
2'8"11
5'5"10
2'6"15
8'0"9
2'6"15
10'7"8
2'6"15
13'2"7
2'6"15
15'9"6
2'6"15
18'6"6
2'9"
21'3"
2'8"10
2"
2"
5'5"10
5'3"10
10'7"8
5'1"14
15'9"6
5'1"14
21'3"
5'5"102'A B C D E F G H I J
KLMNOP
2X4
8X8
4X12 2X4
H1015
4X4 5X5
3X8
4X4 2X4
H1015
3X10 2X4
6X8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3; W2,W3,W11,W12 2x4 SP #2;
W13 2x6 SP #2;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 5.25" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 434 plf at 0.00 to 434 plf at 21.25
BC: From 10 plf at 0.00 to 10 plf at 21.25
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
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
P 4755 /-/0 /515 /850 /-
K 4680 /-/-/507 /836 /-
Wind reactions based on MWFRS
P Brg Width = 7.0 Min Req =1.6
K Brg Width = -Min Req =-
Bearing P is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 666 -3748
D - E 666 -3748
E - F 886 -4969
Chords Tens.Comp.
F - G 886 -4969
G - H 680 -3825
H - I 680 -3825
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 2282 -412
N - M 4678 -838
Chords Tens.Comp.
M - L 4715 -845
L - K 2284 -413
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 478 -2647
C - N 1733 -301
N - E 203 -1100
Webs Tens.Comp.
G - L 195 -1052
L - I 1790 -311
I - K 474 -2623
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.138 F 999 360
VERT(CL):0.346 F 731 240
HORZ(LL):0.027 A - -
HORZ(TL):0.068 A - -
Creep Factor: 2.0
Max TC CSI:0.258
Max BC CSI:0.413
Max W eb CSI:0.518
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:FG1-3PLY
Ply: 3
Qty:1
SEQN:228940 MONO
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T28
DrwNo:030.20.1355.40043
SSB /DF 01/30/2020
3 Complete Trusses Required
W2 W3 W11 W12 W13
21'3"
2"
2"
2'10"11
2'8"11
5'5"10
2'6"15
8'0"9
2'6"15
10'7"8
2'6"15
13'2"7
2'6"15
15'9"6
2'6"15
18'6"6
2'9"
21'3"
2'8"10
2"
2"
5'5"10
5'3"10
10'7"8
5'1"14
15'9"6
5'1"14
21'3"
5'5"102'A B C D E F G H I J
KLMNOP
2X4
8X8
4X12 2X4
H1015
4X4 5X5
3X8
4X4 2X4
H1015
3X10 2X4
6X8
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1;
Bot chord: 2x10 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 4.25" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 116 plf at 0.00 to 116 plf at 7.67
BC: From 10 plf at 0.00 to 10 plf at 7.67
TC: 444 lb Conc. Load at 0.15
TC: 454 lb Conc. Load at 0.73, 2.73, 4.73, 6.73
Blocking
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 1 located at 3.8'
Additional Notes
Refer to General Notes for additional information
Negative reaction(s) of -645# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
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
H 3872 /-/0 /-/-/-
F 132 /-645 /-/-/-/-
H Brg Width = 4.0 Min Req =1.9
F Brg Width = -Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1156 0
Chords Tens.Comp.
C - D 1156 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 0 -1223
C - H 0 -787
Webs Tens.Comp.
H - D 0 -1233
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.060 B 763 360
VERT(CL):0.095 B 484 240
HORZ(LL):-0.013 B - -
HORZ(TL):0.021 B - -
Creep Factor: 2.0
Max TC CSI:0.880
Max BC CSI:0.393
Max W eb CSI:0.413
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:FG2-2PLY
Ply: 2
Qty:1
SEQN:209713 FLAT
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T15
DrwNo:030.20.1355.57680
SSB /DF 01/30/2020
2 Complete Trusses Required
3'10"3'10"
2"
2"
4'
3'10"
7'4"
3'4"
7'8"
4"
4'
4'
7'4"
3'4"
7'8"
4"1'9"AB C D E
FGHIJ
3X4
2X4
2X4
3X8
3X4
2X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1;
Bot chord: 2x10 SP #2;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 4.25" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 116 plf at 0.00 to 116 plf at 7.67
BC: From 10 plf at 0.00 to 10 plf at 7.67
TC: 444 lb Conc. Load at 0.15
TC: 454 lb Conc. Load at 0.73, 2.73, 4.73, 6.73
Blocking
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 1 located at 3.8'
Additional Notes
Refer to General Notes for additional information
Negative reaction(s) of -645# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
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
H 3872 /-/0 /-/-/-
F 132 /-645 /-/-/-/-
H Brg Width = 4.0 Min Req =1.9
F Brg Width = -Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1156 0
Chords Tens.Comp.
C - D 1156 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 0 -1223
C - H 0 -787
Webs Tens.Comp.
H - D 0 -1233
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.060 B 763 360
VERT(CL):0.095 B 484 240
HORZ(LL):-0.013 B - -
HORZ(TL):0.021 B - -
Creep Factor: 2.0
Max TC CSI:0.880
Max BC CSI:0.393
Max W eb CSI:0.413
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:FG2-2PLY
Ply: 2
Qty:1
SEQN:209713 FLAT
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T15
DrwNo:030.20.1355.57680
SSB /DF 01/30/2020
2 Complete Trusses Required
3'10"3'10"
2"
2"
4'
3'10"
7'4"
3'4"
7'8"
4"
4'
4'
7'4"
3'4"
7'8"
4"1'9"AB C D E
FGHIJ
3X4
2X4
2X4
3X8
3X4
2X10
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x10 SP #2;
Webs: 2x4 SP #3;
Additional Notes
Refer to General Notes for additional information
Negative reaction(s) of -188# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 1006 /-/-/-/-/-
F 132 /-188 /-/-/-/-
H Brg Width = 4.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 427 0
Chords Tens.Comp.
C - D 427 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 0 -468
C - H 0 -514
Webs Tens.Comp.
H - D 0 -463
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.019 B 999 360
VERT(CL):0.033 B 999 240
HORZ(LL):-0.005 B - -
HORZ(TL):0.009 B - -
Creep Factor: 2.0
Max TC CSI:0.567
Max BC CSI:0.143
Max W eb CSI:0.161
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F4
Ply: 1
Qty:1
SEQN:209716 FLAT
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T62
DrwNo:030.20.1356.02900
SSB /DF 01/30/2020
3'10"3'10"
2"
2"
4'
3'10"
7'4"
3'4"
7'8"
4"
2"
2"
4'
3'10"
7'4"
3'4"
7'8"
4"2'AB C D E
FGHIJ
3X4
3X5
2X4
3X8
3X4
2X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x10 SP #2;
Webs: 2x4 SP #3;
Additional Notes
Refer to General Notes for additional information
Negative reaction(s) of -188# MAX. from a non-wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 1006 /-/-/-/-/-
F 132 /-188 /-/-/-/-
H Brg Width = 4.0 Min Req =1.5
F Brg Width = -Min Req =-
Bearing H is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 427 0
Chords Tens.Comp.
C - D 427 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 0 -468
C - H 0 -514
Webs Tens.Comp.
H - D 0 -463
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.019 B 999 360
VERT(CL):0.033 B 999 240
HORZ(LL):-0.005 B - -
HORZ(TL):0.009 B - -
Creep Factor: 2.0
Max TC CSI:0.567
Max BC CSI:0.143
Max W eb CSI:0.161
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F4
Ply: 1
Qty:1
SEQN:209716 FLAT
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T62
DrwNo:030.20.1356.02900
SSB /DF 01/30/2020
3'10"3'10"
2"
2"
4'
3'10"
7'4"
3'4"
7'8"
4"
2"
2"
4'
3'10"
7'4"
3'4"
7'8"
4"2'AB C D E
FGHIJ
3X4
3X5
2X4
3X8
3X4
2X10
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Rt Bearing Leg: 2x10 SP #2;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 439 plf at 0.00 to 439 plf at 14.42
BC: From 10 plf at 0.00 to 10 plf at 13.65
Plating Notes
All plates are 3X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
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), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P*740 /-/0 /79 /228 /-
L 3584 /-/-/377 /1088 /-
J 932 /-/-/93 /339 /-
Wind reactions based on MWFRS
P Brg Width = 34.0 Min Req =-
L Brg Width = 10.0 Min Req =2.1
J Brg Width = -Min Req =-
Bearings P & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 168 -467
D - E 182 -509
E - F 171 -472
Chords Tens.Comp.
F - G 646 -199
G - H 646 -199
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 854 -289
Chords Tens.Comp.
N - M 509 -182
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 199 -587
N - D 150 -473
E - M 131 -420
M - F 535 -162
Webs Tens.Comp.
F - L 306 -999
G - L 149 -479
L - H 297 -963
I - J 260 -559
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 0.0 psf
BCDL: 0.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.006 E 999 360
VERT(CL):0.017 E 999 240
HORZ(LL):0.002 H - -
HORZ(TL):0.004 H - -
Creep Factor: 2.0
Max TC CSI:0.575
Max BC CSI:0.301
Max W eb CSI:0.713
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:FG3-2PLY
Ply: 2
Qty:1
SEQN:230697 FLAT
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T24
DrwNo:030.20.1356.56127
SSB /DF 01/30/2020
2 Complete Trusses Required
9'4"4'3"12
2"
2"
1'10"8
1'8"8
3'7"8
1'9"
5'7"8
2'
7'3"
1'7"8
8'11"
1'8"
11'3"
2'4"
13'7"12
2'4"12
14'5"
9"4
2"
2"
3'7"8
3'5"8
5'7"8
2'
8'11"
3'3"8
13'7"12
4'8"12
14'5"
9"4
11"42'1'0"12
A B C D E F G H I
J
K
L
MNOP
2X4
4X6
2X4 2X4 5X8 2X4
3X8
3X8
3X12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP #2;
Webs: 2x4 SP #3;
Rt Bearing Leg: 2x10 SP #2;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 439 plf at 0.00 to 439 plf at 14.42
BC: From 10 plf at 0.00 to 10 plf at 13.65
Plating Notes
All plates are 3X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
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), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P*740 /-/0 /79 /228 /-
L 3584 /-/-/377 /1088 /-
J 932 /-/-/93 /339 /-
Wind reactions based on MWFRS
P Brg Width = 34.0 Min Req =-
L Brg Width = 10.0 Min Req =2.1
J Brg Width = -Min Req =-
Bearings P & L are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 168 -467
D - E 182 -509
E - F 171 -472
Chords Tens.Comp.
F - G 646 -199
G - H 646 -199
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
O - N 854 -289
Chords Tens.Comp.
N - M 509 -182
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 199 -587
N - D 150 -473
E - M 131 -420
M - F 535 -162
Webs Tens.Comp.
F - L 306 -999
G - L 149 -479
L - H 297 -963
I - J 260 -559
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 0.0 psf
BCDL: 0.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.006 E 999 360
VERT(CL):0.017 E 999 240
HORZ(LL):0.002 H - -
HORZ(TL):0.004 H - -
Creep Factor: 2.0
Max TC CSI:0.575
Max BC CSI:0.301
Max W eb CSI:0.713
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:FG3-2PLY
Ply: 2
Qty:1
SEQN:230697 FLAT
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T24
DrwNo:030.20.1356.56127
SSB /DF 01/30/2020
2 Complete Trusses Required
9'4"4'3"12
2"
2"
1'10"8
1'8"8
3'7"8
1'9"
5'7"8
2'
7'3"
1'7"8
8'11"
1'8"
11'3"
2'4"
13'7"12
2'4"12
14'5"
9"4
2"
2"
3'7"8
3'5"8
5'7"8
2'
8'11"
3'3"8
13'7"12
4'8"12
14'5"
9"4
11"42'1'0"12
A B C D E F G H I
J
K
L
MNOP
2X4
4X6
2X4 2X4 5X8 2X4
3X8
3X8
3X12
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #1; T1 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 186 plf at -0.38 to 186 plf at 0.13
TC: From 201 plf at 0.13 to 201 plf at 2.79
TC: From 186 plf at 2.79 to 186 plf at 2.96
TC: From 116 plf at 2.96 to 116 plf at 14.96
BC: From 10 plf at -0.38 to 10 plf at 0.13
BC: From 12 plf at 0.13 to 12 plf at 2.79
BC: From 10 plf at 2.79 to 10 plf at 14.58
TC: 275 lb Conc. Load at -0.38
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
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 1886 /-/-/-/-/-
K 666 /-/-/-/-/-
R Brg Width = 4.0 Min Req =1.5
K Brg Width = 3.0 Min Req =1.5
Bearings R & 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 1043 0
C - D 525 -395
D - E 525 -395
E - F 525 -395
Chords Tens.Comp.
F - G 77 -878
G - H 0 -790
H - I 0 -757
I - J 0 -790
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 0 -408
R - Q 0 -1008
Q - P 0 -1008
Chords Tens.Comp.
P - O 876 -82
O - N 878 -77
N - M 878 -74
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 0 -384
S - B 591 0
B - R 0 -1027
R - C 0 -1047
Webs Tens.Comp.
C - P 1223 0
P - F 0 -861
H - M 0 -455
M - J 958 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.096 G 999 360
VERT(CL):0.187 G 764 240
HORZ(LL):-0.029 A - -
HORZ(TL):0.056 A - -
Creep Factor: 2.0
Max TC CSI:0.912
Max BC CSI:0.991
Max W eb CSI:0.582
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F7
Ply: 1
Qty:7
SEQN:228466 SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T18
DrwNo:030.20.1357.01827
SSB /DF 01/30/2020
T1
3"8
3"8
3'3"8 12'2"
1'8"1'5"2'6"
(TYP)
2'5"6 1'5"2 4"8
15'5"8
3'5"8
3'5"8
8'9"6
5'3"14
10'9"6
2'
15'5"8
4'8"2
2'1'9"3"
+
A B C D E F G H I J K
LMNOPQRS
1X3
1X3
1.5X3
3X3
3X3
3X5
4X6
W=3X4
1X3
4X8
W=3X4 3X3
1X3 1X3
3X3 1.5X3
3X7
3X3 4X5
1X3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 4x2 SP #1; T1 4x2 SP #2;
Bot chord: 4x2 SP #2;
Webs: 4x2 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 186 plf at -0.38 to 186 plf at 0.13
TC: From 201 plf at 0.13 to 201 plf at 2.79
TC: From 186 plf at 2.79 to 186 plf at 2.96
TC: From 116 plf at 2.96 to 116 plf at 14.96
BC: From 10 plf at -0.38 to 10 plf at 0.13
BC: From 12 plf at 0.13 to 12 plf at 2.79
BC: From 10 plf at 2.79 to 10 plf at 14.58
TC: 275 lb Conc. Load at -0.38
Additional Notes
Refer to General Notes for additional information
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
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 1886 /-/-/-/-/-
K 666 /-/-/-/-/-
R Brg Width = 4.0 Min Req =1.5
K Brg Width = 3.0 Min Req =1.5
Bearings R & 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 1043 0
C - D 525 -395
D - E 525 -395
E - F 525 -395
Chords Tens.Comp.
F - G 77 -878
G - H 0 -790
H - I 0 -757
I - J 0 -790
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 0 -408
R - Q 0 -1008
Q - P 0 -1008
Chords Tens.Comp.
P - O 876 -82
O - N 878 -77
N - M 878 -74
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
A - S 0 -384
S - B 591 0
B - R 0 -1027
R - C 0 -1047
Webs Tens.Comp.
C - P 1223 0
P - F 0 -861
H - M 0 -455
M - J 958 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL:0.00
BCDL:5.00
Des Ld:63.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MW FRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.096 G 999 360
VERT(CL):0.187 G 764 240
HORZ(LL):-0.029 A - -
HORZ(TL):0.056 A - -
Creep Factor: 2.0
Max TC CSI:0.912
Max BC CSI:0.991
Max W eb CSI:0.582
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:F7
Ply: 1
Qty:7
SEQN:228466 SY42
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T18
DrwNo:030.20.1357.01827
SSB /DF 01/30/2020
T1
3"8
3"8
3'3"8 12'2"
1'8"1'5"2'6"
(TYP)
2'5"6 1'5"2 4"8
15'5"8
3'5"8
3'5"8
8'9"6
5'3"14
10'9"6
2'
15'5"8
4'8"2
2'1'9"3"
+
A B C D E F G H I J K
LMNOPQRS
1X3
1X3
1.5X3
3X3
3X3
3X5
4X6
W=3X4
1X3
4X8
W=3X4 3X3
1X3 1X3
3X3 1.5X3
3X7
3X3 4X5
1X3
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 575 /-/-/357 /403 /255
C 672 /-/-/495 /497 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 8.0 Min Req =1.5
Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 741 -807
Chords Tens.Comp.
B - C 709 -809
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 653 -445
Chords Tens.Comp.
E - C 653 -445
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025 E 999 360
VERT(CL):0.032 E 999 240
HORZ(LL):-0.016 E - -
HORZ(TL):0.020 E - -
Creep Factor: 2.0
Max TC CSI:0.716
Max BC CSI:0.603
Max W eb CSI:0.129
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1B
Ply: 1
Qty:1
SEQN:206992 COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T49
DrwNo:030.20.1356.11920
SSB /DF 01/30/2020
15'4"
7'8"
7'8"
15'4"
7'8"
7'8"
7'8"
15'4"
7'8"1'6"
4"34'2"34'10"15A
B
C
DE
6
12
3X4(A1)
4X4(R1)
5X5 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 575 /-/-/357 /403 /255
C 672 /-/-/495 /497 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 8.0 Min Req =1.5
Bearings A & C are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 741 -807
Chords Tens.Comp.
B - C 709 -809
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - E 653 -445
Chords Tens.Comp.
E - C 653 -445
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025 E 999 360
VERT(CL):0.032 E 999 240
HORZ(LL):-0.016 E - -
HORZ(TL):0.020 E - -
Creep Factor: 2.0
Max TC CSI:0.716
Max BC CSI:0.603
Max W eb CSI:0.129
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1B
Ply: 1
Qty:1
SEQN:206992 COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T49
DrwNo:030.20.1356.11920
SSB /DF 01/30/2020
15'4"
7'8"
7'8"
15'4"
7'8"
7'8"
7'8"
15'4"
7'8"1'6"
4"34'2"34'10"15A
B
C
DE
6
12
3X4(A1)
4X4(R1)
5X5 3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /479 /246
D 549 /-/-/342 /384 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 687 -770
Chords Tens.Comp.
C - D 719 -767
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 620 -479
Chords Tens.Comp.
E - D 620 -479
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022 E 999 360
VERT(CL):0.028 E 999 240
HORZ(LL):0.014 E - -
HORZ(TL):0.017 E - -
Creep Factor: 2.0
Max TC CSI:0.661
Max BC CSI:0.548
Max W eb CSI:0.123
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1C
Ply: 1
Qty:2
SEQN:206977 COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T60
DrwNo:030.20.1356.16597
SSB /DF 01/30/2020
14'8"
7'4"
7'4"
14'8"
7'4"
7'4"
7'4"
14'8"
7'4"1'6"
4"34'0"34'8"15A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /479 /246
D 549 /-/-/342 /384 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 687 -770
Chords Tens.Comp.
C - D 719 -767
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 620 -479
Chords Tens.Comp.
E - D 620 -479
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022 E 999 360
VERT(CL):0.028 E 999 240
HORZ(LL):0.014 E - -
HORZ(TL):0.017 E - -
Creep Factor: 2.0
Max TC CSI:0.661
Max BC CSI:0.548
Max W eb CSI:0.123
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1C
Ply: 1
Qty:2
SEQN:206977 COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T60
DrwNo:030.20.1356.16597
SSB /DF 01/30/2020
14'8"
7'4"
7'4"
14'8"
7'4"
7'4"
7'4"
14'8"
7'4"1'6"
4"34'0"34'8"15A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5 3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W2 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 575 /-/-/325 /444 /275
D 672 /-/-/563 /468 /-
Wind reactions based on MWFRS
H Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings H & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 700 -630
Chords Tens.Comp.
C - D 637 -794
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
G - F 393 -107
Chords Tens.Comp.
F - D 641 -381
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 617 -516
B - F 696 -776
Webs Tens.Comp.
F - C 438 -148
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.021 F 999 360
VERT(CL):0.032 C 999 240
HORZ(LL):0.015 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.706
Max BC CSI:0.698
Max W eb CSI:0.892
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2B
Ply: 1
Qty:1
SEQN:211180 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T50
DrwNo:030.20.1356.23520
SSB /DF 01/30/2020
W2
15'4"
2"
2"
7'8"
7'6"
15'4"
7'8"
2"
2"
7'8"
7'6"
15'4"
7'8"1'6"4'2"34"3 4'10"15A B C
D
EFGH
6
12
4X5
3X6 5X8
5X8
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W2 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 575 /-/-/325 /444 /275
D 672 /-/-/563 /468 /-
Wind reactions based on MWFRS
H Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings H & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 700 -630
Chords Tens.Comp.
C - D 637 -794
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
G - F 393 -107
Chords Tens.Comp.
F - D 641 -381
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 617 -516
B - F 696 -776
Webs Tens.Comp.
F - C 438 -148
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.021 F 999 360
VERT(CL):0.032 C 999 240
HORZ(LL):0.015 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.706
Max BC CSI:0.698
Max W eb CSI:0.892
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2B
Ply: 1
Qty:1
SEQN:211180 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T50
DrwNo:030.20.1356.23520
SSB /DF 01/30/2020
W2
15'4"
2"
2"
7'8"
7'6"
15'4"
7'8"
2"
2"
7'8"
7'6"
15'4"
7'8"1'6"4'2"34"3 4'10"15A B C
D
EFGH
6
12
4X5
3X6 5X8
5X8
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 641 /-/-/478 /475 /243
D 543 /-/-/335 /380 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 673 -751
Chords Tens.Comp.
C - D 707 -750
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 603 -471
Chords Tens.Comp.
E - D 603 -471
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.017 E 999 360
VERT(CL):0.019 E 999 240
HORZ(LL):0.014 E - -
HORZ(TL):0.016 E - -
Creep Factor: 2.0
Max TC CSI:0.652
Max BC CSI:0.530
Max W eb CSI:0.121
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2C
Ply: 1
Qty:4
SEQN:206980 COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T33
DrwNo:030.20.1356.24927
SSB /DF 01/30/2020
14'6"
7'4"
7'4"
14'6"
7'2"
7'4"
7'4"
14'6"
7'2"1'6"
4"3 5"34'0"34'8"15A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 641 /-/-/478 /475 /243
D 543 /-/-/335 /380 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 673 -751
Chords Tens.Comp.
C - D 707 -750
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 603 -471
Chords Tens.Comp.
E - D 603 -471
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.017 E 999 360
VERT(CL):0.019 E 999 240
HORZ(LL):0.014 E - -
HORZ(TL):0.016 E - -
Creep Factor: 2.0
Max TC CSI:0.652
Max BC CSI:0.530
Max W eb CSI:0.121
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2C
Ply: 1
Qty:4
SEQN:206980 COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T33
DrwNo:030.20.1356.24927
SSB /DF 01/30/2020
14'6"
7'4"
7'4"
14'6"
7'2"
7'4"
7'4"
14'6"
7'2"1'6"
4"3 5"34'0"34'8"15A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5 3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/359 /461 /334
E 672 /-/-/582 /450 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 492 -441
C - D 451 -548
Chords Tens.Comp.
D - E 634 -822
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 466 -117
Chords Tens.Comp.
G - E 688 -421
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 644 -543
B - G 597 -666
Webs Tens.Comp.
G - D 387 -290
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.021 G 999 360
VERT(CL):0.035 G 999 240
HORZ(LL):-0.010 G - -
HORZ(TL):0.015 G - -
Creep Factor: 2.0
Max TC CSI:0.672
Max BC CSI:0.766
Max W eb CSI:0.630
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C3B
Ply: 1
Qty:1
SEQN:206998 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T51
DrwNo:030.20.1356.28630
SSB /DF 01/30/2020
15'4"
2"
2"
5'8"
5'6"
9'10"
4'2"
15'4"
5'6"
2"
2"
5'8"
5'6"
15'4"
9'8"1'6"5'2"34"3 5'10"15A B C
D
E
FGH
I
6
12
4X4
3X6
5X12
4X8
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/359 /461 /334
E 672 /-/-/582 /450 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 492 -441
C - D 451 -548
Chords Tens.Comp.
D - E 634 -822
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 466 -117
Chords Tens.Comp.
G - E 688 -421
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 644 -543
B - G 597 -666
Webs Tens.Comp.
G - D 387 -290
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.021 G 999 360
VERT(CL):0.035 G 999 240
HORZ(LL):-0.010 G - -
HORZ(TL):0.015 G - -
Creep Factor: 2.0
Max TC CSI:0.672
Max BC CSI:0.766
Max W eb CSI:0.630
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C3B
Ply: 1
Qty:1
SEQN:206998 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T51
DrwNo:030.20.1356.28630
SSB /DF 01/30/2020
15'4"
2"
2"
5'8"
5'6"
9'10"
4'2"
15'4"
5'6"
2"
2"
5'8"
5'6"
15'4"
9'8"1'6"5'2"34"3 5'10"15A B C
D
E
FGH
I
6
12
4X4
3X6
5X12
4X8
2X4
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/401 /371 /261
E 672 /-/-/593 /273 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 677 -763
Chords Tens.Comp.
D - E 472 -797
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 389 -79
Chords Tens.Comp.
G - E 640 -241
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 622 -489
C - G 655 -642
Webs Tens.Comp.
G - D 474 -351
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 D 999 360
VERT(CL):0.034 D 999 240
HORZ(LL):0.009 G - -
HORZ(TL):0.014 A - -
Creep Factor: 2.0
Max TC CSI:0.560
Max BC CSI:0.725
Max W eb CSI:0.631
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C4B
Ply: 1
Qty:1
SEQN:207001 /HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T52
DrwNo:030.20.1200.42685
SSB /DF 01/30/2020
15'4"
2"
2"
3'8"
3'6"
7'10"
4'2"
15'4"
7'6"
2"
2"
7'10"
7'8"
15'4"
7'6"1'6"6'2"34"3 6'10"15A B C
D
E
FGH
I
6
12
2X4
4X6
4X10
5X8
5X5
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/401 /371 /261
E 672 /-/-/593 /273 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 677 -763
Chords Tens.Comp.
D - E 472 -797
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 389 -79
Chords Tens.Comp.
G - E 640 -241
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
H - C 622 -489
C - G 655 -642
Webs Tens.Comp.
G - D 474 -351
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 D 999 360
VERT(CL):0.034 D 999 240
HORZ(LL):0.009 G - -
HORZ(TL):0.014 A - -
Creep Factor: 2.0
Max TC CSI:0.560
Max BC CSI:0.725
Max W eb CSI:0.631
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C4B
Ply: 1
Qty:1
SEQN:207001 /HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T52
DrwNo:030.20.1200.42685
SSB /DF 01/30/2020
15'4"
2"
2"
3'8"
3'6"
7'10"
4'2"
15'4"
7'6"
2"
2"
7'10"
7'8"
15'4"
7'6"1'6"6'2"34"3 6'10"15A B C
D
E
FGH
I
6
12
2X4
4X6
4X10
5X8
5X5
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 545 /-/-/443 /237 /446
K 1443 /-/-/788 /534 /-
G 545 /-/-/531 /301 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.7
G Brg Width = 8.0 Min Req =1.5
Bearings B, K, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 371 -541
C - D 618 -540
Chords Tens.Comp.
E - F 590 -540
F - G 343 -541
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 564 -460
M - L 474 -254
L - K 474 -254
Chords Tens.Comp.
K - J 494 -224
J - I 494 -224
I - G 419 -188
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 557 -426
M - D 798 -809
D - K 641 -661
Webs Tens.Comp.
K - E 654 -661
E - I 798 -809
I - F 557 -426
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.36 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.017 C 999 360
VERT(CL):0.035 C 999 240
HORZ(LL):0.012 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.702
Max BC CSI:0.567
Max W eb CSI:0.780
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C5B
Ply: 1
Qty:1
SEQN:223882 /HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T42
DrwNo:030.20.1200.42561
SSB /DF 01/30/2020
15'15'
7'4"
7'4"
13'8"
6'4"
16'4"
2'8"
22'8"
6'4"
30'
7'4"
7'4"
7'4"
15'
7'8"
22'8"
7'8"
30'
7'4"1'6"1'6"
4"37'2"37'10"15(a)(a)
A
B
C
D E
F
G
HIJKLM
6
12
3X4(A1)
5X5
3X4 3X5
5X8
4X4
5X8
3X5 3X4
5X5
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 545 /-/-/443 /237 /446
K 1443 /-/-/788 /534 /-
G 545 /-/-/531 /301 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.7
G Brg Width = 8.0 Min Req =1.5
Bearings B, K, & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 371 -541
C - D 618 -540
Chords Tens.Comp.
E - F 590 -540
F - G 343 -541
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 564 -460
M - L 474 -254
L - K 474 -254
Chords Tens.Comp.
K - J 494 -224
J - I 494 -224
I - G 419 -188
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 557 -426
M - D 798 -809
D - K 641 -661
Webs Tens.Comp.
K - E 654 -661
E - I 798 -809
I - F 557 -426
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.36 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.017 C 999 360
VERT(CL):0.035 C 999 240
HORZ(LL):0.012 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.702
Max BC CSI:0.567
Max W eb CSI:0.780
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C5B
Ply: 1
Qty:1
SEQN:223882 /HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T42
DrwNo:030.20.1200.42561
SSB /DF 01/30/2020
15'15'
7'4"
7'4"
13'8"
6'4"
16'4"
2'8"
22'8"
6'4"
30'
7'4"
7'4"
7'4"
15'
7'8"
22'8"
7'8"
30'
7'4"1'6"1'6"
4"37'2"37'10"15(a)(a)
A
B
C
D E
F
G
HIJKLM
6
12
3X4(A1)
5X5
3X4 3X5
5X8
4X4
5X8
3X5 3X4
5X5
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #1; B2 2x4 SP M-31;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1317 /-/-/829 /464 /480
F 1317 /-/-/829 /464 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.6
F Brg Width = 8.0 Min Req =1.6
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1548 -2188
C - D 1513 -1965
Chords Tens.Comp.
D - E 1513 -1966
E - F 1547 -2190
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1885 -1147
I - H 1259 -631
Chords Tens.Comp.
H - F 1886 -1208
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 490 -375
I - D 750 -543
Webs Tens.Comp.
D - H 752 -543
H - E 490 -375
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.110 H 999 360
VERT(CL):0.191 H 999 240
HORZ(LL):0.038 H - -
HORZ(TL):0.066 H - -
Creep Factor: 2.0
Max TC CSI:0.703
Max BC CSI:0.815
Max W eb CSI:0.864
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C6B
Ply: 1
Qty:3
SEQN:207007 /COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T41
DrwNo:030.20.1200.43013
SSB /DF 01/30/2020
B2
30'
7'6"
7'6"
15'
7'6"
22'6"
7'6"
30'
7'6"
10'
10'
20'
10'
30'
10'1'6"1'6"
4"37'10"38'6"15A
B
C
D
E
F
GHI
6
12
4X4(A2)
5X5
5X8
4X8
5X8
5X5
4X4(A2)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #1; B2 2x4 SP M-31;
Webs: 2x4 SP #3;
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1317 /-/-/829 /464 /480
F 1317 /-/-/829 /464 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.6
F Brg Width = 8.0 Min Req =1.6
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1548 -2188
C - D 1513 -1965
Chords Tens.Comp.
D - E 1513 -1966
E - F 1547 -2190
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1885 -1147
I - H 1259 -631
Chords Tens.Comp.
H - F 1886 -1208
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 490 -375
I - D 750 -543
Webs Tens.Comp.
D - H 752 -543
H - E 490 -375
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.110 H 999 360
VERT(CL):0.191 H 999 240
HORZ(LL):0.038 H - -
HORZ(TL):0.066 H - -
Creep Factor: 2.0
Max TC CSI:0.703
Max BC CSI:0.815
Max W eb CSI:0.864
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C6B
Ply: 1
Qty:3
SEQN:207007 /COMN
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T41
DrwNo:030.20.1200.43013
SSB /DF 01/30/2020
B2
30'
7'6"
7'6"
15'
7'6"
22'6"
7'6"
30'
7'6"
10'
10'
20'
10'
30'
10'1'6"1'6"
4"37'10"38'6"15A
B
C
D
E
F
GHI
6
12
4X4(A2)
5X5
5X8
4X8
5X8
5X5
4X4(A2)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 226 /-/-/327 /231 /76
D 8 /-15 /-/44 /41 /-
C -/-48 /-/91 /106 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(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:0.752
Max BC CSI:0.100
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ1A
Ply: 1
Qty:10
SEQN:211263 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T36
DrwNo:030.20.1200.43451
SSB /DF 01/30/2020
1'
1'1'6"
4"3 10"31'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 226 /-/-/327 /231 /76
D 8 /-15 /-/44 /41 /-
C -/-48 /-/91 /106 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(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:0.752
Max BC CSI:0.100
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ1A
Ply: 1
Qty:10
SEQN:211263 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T36
DrwNo:030.20.1200.43451
SSB /DF 01/30/2020
1'
1'1'6"
4"3 10"31'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/272 /170 /136
D 50 /-/-/56 /19 /-
C 56 /-/-/18 /64 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.485
Max BC CSI:0.104
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ3A
Ply: 1
Qty:5
SEQN:211127 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T45
DrwNo:030.20.1200.43356
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/272 /170 /136
D 50 /-/-/56 /19 /-
C 56 /-/-/18 /64 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.002 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.485
Max BC CSI:0.104
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ3A
Ply: 1
Qty:5
SEQN:211127 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T45
DrwNo:030.20.1200.43356
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 119 /-/-/91 /56 /87
C 53 /-/-/49 /18 /-
B 72 /-/-/46 /82 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.137
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ3B
Ply: 1
Qty:1
SEQN:211157 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T56
DrwNo:030.20.1200.43169
SSB /DF 01/30/2020
3'
3'
4"3 1'10"3A
B
C
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 119 /-/-/91 /56 /87
C 53 /-/-/49 /18 /-
B 72 /-/-/46 /82 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002 C - -
HORZ(TL):0.002 C - -
Creep Factor: 2.0
Max TC CSI:0.209
Max BC CSI:0.137
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ3B
Ply: 1
Qty:1
SEQN:211157 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T56
DrwNo:030.20.1200.43169
SSB /DF 01/30/2020
3'
3'
4"3 1'10"3A
B
C
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 299 /-/-/311 /196 /195
D 89 /-/-/80 /21 /-
C 114 /-/-/62 /129 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(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:0.542
Max BC CSI:0.281
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ5A
Ply: 1
Qty:5
SEQN:211130 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T55
DrwNo:030.20.1200.43200
SSB /DF 01/30/2020
5'
5'1'6"
4"3 2'10"33'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 299 /-/-/311 /196 /195
D 89 /-/-/80 /21 /-
C 114 /-/-/62 /129 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(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:0.542
Max BC CSI:0.281
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ5A
Ply: 1
Qty:5
SEQN:211130 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T55
DrwNo:030.20.1200.43200
SSB /DF 01/30/2020
5'
5'1'6"
4"3 2'10"33'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 195 /-/-/150 /95 /147
C 91 /-/-/83 /30 /-
B 123 /-/-/78 /140 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009 C - -
HORZ(TL):0.011 C - -
Creep Factor: 2.0
Max TC CSI:0.586
Max BC CSI:0.396
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ5B
Ply: 1
Qty:1
SEQN:211160 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T59
DrwNo:030.20.1200.42467
SSB /DF 01/30/2020
5'
5'
4"3 2'10"3A
B
C
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 195 /-/-/150 /95 /147
C 91 /-/-/83 /30 /-
B 123 /-/-/78 /140 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009 C - -
HORZ(TL):0.011 C - -
Creep Factor: 2.0
Max TC CSI:0.586
Max BC CSI:0.396
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ5B
Ply: 1
Qty:1
SEQN:211160 /JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T59
DrwNo:030.20.1200.42467
SSB /DF 01/30/2020
5'
5'
4"3 2'10"3A
B
C
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.531
Max BC CSI:0.111
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ3A
Ply: 1
Qty:6
SEQN:211254 /EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T31
DrwNo:030.20.1200.42810
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.531
Max BC CSI:0.111
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ3A
Ply: 1
Qty:6
SEQN:211254 /EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T31
DrwNo:030.20.1200.42810
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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
D 69 /-/-/61 /14 /165
A 86 /-/-/56 /99 /-
B 265 /-/-/178 /180 /-
Wind reactions based on MWFRS
D Brg Width = 1.5 Min Req =-
A Brg Width = 1.5 Min Req =-
B Brg Width = 8.0 Min Req =1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - B 542 -37
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.004 D 999 360
VERT(CL):0.006 D 999 240
HORZ(LL):0.003 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.830
Max BC CSI:0.841
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ6
Ply: 1
Qty:10
SEQN:223840 /MONO
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T17
DrwNo:030.20.1200.43278
SSB /DF 01/30/2020
3'4"8"
1"8
1"8
4'1"8
4'1'6"2'4"34"3 3'0"15A
B
CD
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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
D 69 /-/-/61 /14 /165
A 86 /-/-/56 /99 /-
B 265 /-/-/178 /180 /-
Wind reactions based on MWFRS
D Brg Width = 1.5 Min Req =-
A Brg Width = 1.5 Min Req =-
B Brg Width = 8.0 Min Req =1.5
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
D - B 542 -37
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.004 D 999 360
VERT(CL):0.006 D 999 240
HORZ(LL):0.003 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.830
Max BC CSI:0.841
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ6
Ply: 1
Qty:10
SEQN:223840 /MONO
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T17
DrwNo:030.20.1200.43278
SSB /DF 01/30/2020
3'4"8"
1"8
1"8
4'1"8
4'1'6"2'4"34"3 3'0"15A
B
CD
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029 D - -
HORZ(TL):0.031 D - -
Creep Factor: 2.0
Max TC CSI:0.779
Max BC CSI:0.567
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ7A
Ply: 1
Qty:6
SEQN:211272 /EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T47
DrwNo:030.20.1200.43606
SSB /DF 01/30/2020
7'
7'1'6"
4"3 3'10"34'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029 D - -
HORZ(TL):0.031 D - -
Creep Factor: 2.0
Max TC CSI:0.779
Max BC CSI:0.567
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ7A
Ply: 1
Qty:6
SEQN:211272 /EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T47
DrwNo:030.20.1200.43606
SSB /DF 01/30/2020
7'
7'1'6"
4"3 3'10"34'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x6 SP #2;
Bot chord: 2x8 SP SS Dense;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 27 plf at 0.67 to 27 plf at 22.00
BC: From 64 plf at 0.00 to 64 plf at 0.67
BC: From 10 plf at 0.67 to 10 plf at 22.00
TC: 86 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
BC: 69 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
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
W 1197 /-/-/-/1021 /-
X 1188 /-/-/-/1031 /-
Wind reactions based on MWFRS
W Brg Width = 8.0 Min Req =1.5
X Brg Width = 8.0 Min Req =1.5
Bearings W & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 2285 -2692
D - E 2285 -2692
E - F 3022 -3543
F - G 3022 -3543
G - H 2945 -3453
Chords Tens.Comp.
H - I 2945 -3453
I - J 2945 -3453
J - K 1950 -2299
K - L 1950 -2299
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
V - U 1510 -1331
U - T 3233 -2792
T - S 3611 -3120
Chords Tens.Comp.
S - R 3611 -3120
R - Q 2988 -2583
Q - P 1292 -1143
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
V - C 1708 -1938
C - U 1572 -1268
U - E 675 -719
E - T 412 -305
Webs Tens.Comp.
R - J 619 -481
J - Q 842 -915
Q - L 1339 -1072
L - P 1474 -1666
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.172 F 999 360
VERT(CL):0.220 F 999 240
HORZ(LL):-0.029 A - -
HORZ(TL):0.037 A - -
Creep Factor: 2.0
Max TC CSI:0.460
Max BC CSI:0.390
Max W eb CSI:0.599
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:G3
Ply: 1
Qty:1
SEQN:223850 FLAT
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T64
DrwNo:030.20.1356.34840
SSB /DF 01/30/2020
22'
10"
10"
3'0"10
2'2"10
5'1"7
2'0"14
7'2"5
2'0"14
9'3"2
2'0"14
11'4"
2'0"14
13'4"14
2'0"14
15'5"11
2'0"14
17'6"9
2'0"14
19'7"6
2'0"14
21'10"
2'2"10
22'
2"
10"
10"
5'1"7
4'3"7
9'3"2
4'1"11
13'4"14
4'1"11
17'6"9
4'1"11
21'10"
4'3"7
22'
2"
7"4 2'4"3A B C D E F G H I J K L MN
O
P
QRSTUVW X
3X5
4X16
3X6
3X10
3X4
3X8
3X4
6X8 3X8
4X5 3X4
3X10
3X5
4X12
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x6 SP #2;
Bot chord: 2x8 SP SS Dense;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 27 plf at 0.67 to 27 plf at 22.00
BC: From 64 plf at 0.00 to 64 plf at 0.67
BC: From 10 plf at 0.67 to 10 plf at 22.00
TC: 86 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
BC: 69 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Truss must be installed as shown with top chord up.
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
W 1197 /-/-/-/1021 /-
X 1188 /-/-/-/1031 /-
Wind reactions based on MWFRS
W Brg Width = 8.0 Min Req =1.5
X Brg Width = 8.0 Min Req =1.5
Bearings W & P are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
C - D 2285 -2692
D - E 2285 -2692
E - F 3022 -3543
F - G 3022 -3543
G - H 2945 -3453
Chords Tens.Comp.
H - I 2945 -3453
I - J 2945 -3453
J - K 1950 -2299
K - L 1950 -2299
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
V - U 1510 -1331
U - T 3233 -2792
T - S 3611 -3120
Chords Tens.Comp.
S - R 3611 -3120
R - Q 2988 -2583
Q - P 1292 -1143
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
V - C 1708 -1938
C - U 1572 -1268
U - E 675 -719
E - T 412 -305
Webs Tens.Comp.
R - J 619 -481
J - Q 842 -915
Q - L 1339 -1072
L - P 1474 -1666
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.172 F 999 360
VERT(CL):0.220 F 999 240
HORZ(LL):-0.029 A - -
HORZ(TL):0.037 A - -
Creep Factor: 2.0
Max TC CSI:0.460
Max BC CSI:0.390
Max W eb CSI:0.599
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:G3
Ply: 1
Qty:1
SEQN:223850 FLAT
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T64
DrwNo:030.20.1356.34840
SSB /DF 01/30/2020
22'
10"
10"
3'0"10
2'2"10
5'1"7
2'0"14
7'2"5
2'0"14
9'3"2
2'0"14
11'4"
2'0"14
13'4"14
2'0"14
15'5"11
2'0"14
17'6"9
2'0"14
19'7"6
2'0"14
21'10"
2'2"10
22'
2"
10"
10"
5'1"7
4'3"7
9'3"2
4'1"11
13'4"14
4'1"11
17'6"9
4'1"11
21'10"
4'3"7
22'
2"
7"4 2'4"3A B C D E F G H I J K L MN
O
P
QRSTUVW X
3X5
4X16
3X6
3X10
3X4
3X8
3X4
6X8 3X8
4X5 3X4
3X10
3X5
4X12
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
C*107 /-/-/79 /227 /117
Wind reactions based on MWFRS
C Brg Width = 48.0 Min Req =-
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 447 -115
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 A 0 360
VERT(CL):0.005 E 999 240
HORZ(LL):0.004 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.846
Max BC CSI:0.224
Max W eb CSI:0.239
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:GE1
Ply: 1
Qty:1
SEQN:223856 GABL
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T63
DrwNo:030.20.1356.35890
SSB /DF 01/30/2020
4'
2"
2"
4'
3'10"
2"
2"
4'
3'10"1'6"2'4"34"3 3'0"15A B
C
DE
F
6
12
3X6 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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
C*107 /-/-/79 /227 /117
Wind reactions based on MWFRS
C Brg Width = 48.0 Min Req =-
Bearing F is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 447 -115
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.007 A 0 360
VERT(CL):0.005 E 999 240
HORZ(LL):0.004 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.846
Max BC CSI:0.224
Max W eb CSI:0.239
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:GE1
Ply: 1
Qty:1
SEQN:223856 GABL
FROM: CK
Cust: R 6666 JRef:1WSc66660001 T63
DrwNo:030.20.1356.35890
SSB /DF 01/30/2020
4'
2"
2"
4'
3'10"
2"
2"
4'
3'10"1'6"2'4"34"3 3'0"15A B
C
DE
F
6
12
3X6 2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 685 /-/-/-/499 /-
F 594 /-/-/-/394 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = 8.0 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 636 -995
C - D 892 -1379
Chords Tens.Comp.
D - E 892 -1379
E - F 691 -1042
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 854 -531
I - H 862 -526
Chords Tens.Comp.
H - G 914 -585
G - F 904 -588
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 549 -388
Webs Tens.Comp.
H - E 494 -325
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.047 D 999 360
VERT(CL):0.091 D 999 240
HORZ(LL):0.011 G - -
HORZ(TL):0.020 G - -
Creep Factor: 2.0
Max TC CSI:0.351
Max BC CSI:0.338
Max W eb CSI:0.209
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H3C
Ply: 1
Qty:1
SEQN:206986 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T32
DrwNo:030.20.1356.37250
SSB /DF 01/30/2020
14'8"
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'1'6"
4"31'10"32'6"15A
B
C D E
F
GHI
6
12
3X4(A1)
4X8
2X4
2X4
5X8 2X4
4X8
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 685 /-/-/-/499 /-
F 594 /-/-/-/394 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = 8.0 Min Req =1.5
Bearings B & F are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 636 -995
C - D 892 -1379
Chords Tens.Comp.
D - E 892 -1379
E - F 691 -1042
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 854 -531
I - H 862 -526
Chords Tens.Comp.
H - G 914 -585
G - F 904 -588
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 549 -388
Webs Tens.Comp.
H - E 494 -325
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.047 D 999 360
VERT(CL):0.091 D 999 240
HORZ(LL):0.011 G - -
HORZ(TL):0.020 G - -
Creep Factor: 2.0
Max TC CSI:0.351
Max BC CSI:0.338
Max W eb CSI:0.209
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H3C
Ply: 1
Qty:1
SEQN:206986 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T32
DrwNo:030.20.1356.37250
SSB /DF 01/30/2020
14'8"
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'1'6"
4"31'10"32'6"15A
B
C D E
F
GHI
6
12
3X4(A1)
4X8
2X4
2X4
5X8 2X4
4X8
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/483 /482 /184
E 549 /-/-/344 /387 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 898 -844
C - D 917 -731
Chords Tens.Comp.
D - E 928 -858
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 704 -693
H - G 709 -694
Chords Tens.Comp.
G - F 709 -694
F - E 721 -703
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.019 H 999 360
VERT(CL):0.036 H 999 240
HORZ(LL):0.009 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.290
Max W eb CSI:0.071
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H5C
Ply: 1
Qty:1
SEQN:206989 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T46
DrwNo:030.20.1356.38557
SSB /DF 01/30/2020
14'8"
5'
5'
9'8"
4'8"
14'8"
5'
5'
5'
9'8"
4'8"
14'8"
5'1'6"
4"32'10"33'6"15A
B
C D
E
FGH
6
12
3X4(A1)
4X8
2X4 3X4 3X4
4X8
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/483 /482 /184
E 549 /-/-/344 /387 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 898 -844
C - D 917 -731
Chords Tens.Comp.
D - E 928 -858
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 704 -693
H - G 709 -694
Chords Tens.Comp.
G - F 709 -694
F - E 721 -703
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.019 H 999 360
VERT(CL):0.036 H 999 240
HORZ(LL):0.009 F - -
HORZ(TL):0.016 F - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.290
Max W eb CSI:0.071
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H5C
Ply: 1
Qty:1
SEQN:206989 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T46
DrwNo:030.20.1356.38557
SSB /DF 01/30/2020
14'8"
5'
5'
9'8"
4'8"
14'8"
5'
5'
5'
9'8"
4'8"
14'8"
5'1'6"
4"32'10"33'6"15A
B
C D
E
FGH
6
12
3X4(A1)
4X8
2X4 3X4 3X4
4X8
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 0-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1032 /-/-/-/732 /-
D 1130 /-/-/-/845 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings A & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1301 -1788
B - C 1092 -1560
Chords Tens.Comp.
C - D 1291 -1777
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 1528 -1080
H - G 1549 -1091
Chords Tens.Comp.
G - F 1549 -1091
F - D 1515 -1067
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 498 -277
Webs Tens.Comp.
F - C 548 -302
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.046 H 999 360
VERT(CL):0.082 H 999 240
HORZ(LL):-0.019 F - -
HORZ(TL):0.035 F - -
Creep Factor: 2.0
Max TC CSI:0.675
Max BC CSI:0.848
Max W eb CSI:0.209
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H7B
Ply: 1
Qty:1
SEQN:206995 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T35
DrwNo:030.20.1356.48120
SSB /DF 01/30/2020
15'4"
7'
7'
8'4"
1'4"
15'4"
7'
7'
7'
8'4"
1'4"
15'4"
7'1'6"
4"33'10"34'6"15A
B C
D
EFGH
6
12
3X4(A1)
4X8
2X44X43X4
4X8
3X5(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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 0-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1032 /-/-/-/732 /-
D 1130 /-/-/-/845 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings A & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1301 -1788
B - C 1092 -1560
Chords Tens.Comp.
C - D 1291 -1777
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 1528 -1080
H - G 1549 -1091
Chords Tens.Comp.
G - F 1549 -1091
F - D 1515 -1067
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 498 -277
Webs Tens.Comp.
F - C 548 -302
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.046 H 999 360
VERT(CL):0.082 H 999 240
HORZ(LL):-0.019 F - -
HORZ(TL):0.035 F - -
Creep Factor: 2.0
Max TC CSI:0.675
Max BC CSI:0.848
Max W eb CSI:0.209
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H7B
Ply: 1
Qty:1
SEQN:206995 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T35
DrwNo:030.20.1356.48120
SSB /DF 01/30/2020
15'4"
7'
7'
8'4"
1'4"
15'4"
7'
7'
7'
8'4"
1'4"
15'4"
7'1'6"
4"33'10"34'6"15A
B C
D
EFGH
6
12
3X4(A1)
4X8
2X44X43X4
4X8
3X5(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /466 /239
D 549 /-/-/342 /371 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 657 -770
Chords Tens.Comp.
C - D 688 -768
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 621 -452
Chords Tens.Comp.
E - D 621 -452
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022 E 999 360
VERT(CL):0.028 E 999 240
HORZ(LL):0.014 E - -
HORZ(TL):0.017 E - -
Creep Factor: 2.0
Max TC CSI:0.667
Max BC CSI:0.548
Max W eb CSI:0.123
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H7C
Ply: 1
Qty:1
SEQN:206983 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T57
DrwNo:030.20.1356.49220
SSB /DF 01/30/2020
14'8"
7'
7'
14'8"
7'8"
14'8"
14'8"1'6"
4"33'10"34'6"15A
B
C
D
E
6
12
3X4(A1)
H0510
5X5 3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /466 /239
D 549 /-/-/342 /371 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 657 -770
Chords Tens.Comp.
C - D 688 -768
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 621 -452
Chords Tens.Comp.
E - D 621 -452
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022 E 999 360
VERT(CL):0.028 E 999 240
HORZ(LL):0.014 E - -
HORZ(TL):0.017 E - -
Creep Factor: 2.0
Max TC CSI:0.667
Max BC CSI:0.548
Max W eb CSI:0.123
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H7C
Ply: 1
Qty:1
SEQN:206983 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T57
DrwNo:030.20.1356.49220
SSB /DF 01/30/2020
14'8"
7'
7'
14'8"
7'8"
14'8"
14'8"1'6"
4"33'10"34'6"15A
B
C
D
E
6
12
3X4(A1)
H0510
5X5 3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
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 200 /-/-/-/184 /-
D 12 /-/-/22 /-/-
C 47 /-/-/-/53 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.441
Max BC CSI:0.116
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ3A
Ply: 1
Qty:2
SEQN:211269 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T39
DrwNo:030.20.1356.50220
SSB /DF 01/30/2020
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11A
B
C
D
4.24 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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
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 200 /-/-/-/184 /-
D 12 /-/-/22 /-/-
C 47 /-/-/-/53 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.441
Max BC CSI:0.116
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ3A
Ply: 1
Qty:2
SEQN:211269 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T39
DrwNo:030.20.1356.50220
SSB /DF 01/30/2020
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11A
B
C
D
4.24 12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (3) 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 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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 773 -735
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 680 -712
Chords Tens.Comp.
G - F 673 -717
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038 C 999 360
VERT(CL):0.052 G 999 240
HORZ(LL):-0.010 F - -
HORZ(TL):0.011 F - -
Creep Factor: 2.0
Max TC CSI:0.861
Max BC CSI:0.591
Max W eb CSI:0.377
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ7A
Ply: 1
Qty:3
SEQN:211266 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T37
DrwNo:030.20.1354.33730
SSB /DF 01/30/2020
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11A
B
C
D
EFG
4.24 12
2X4(A1)2X4
3X4
5X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (3) 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 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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 773 -735
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 680 -712
Chords Tens.Comp.
G - F 673 -717
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038 C 999 360
VERT(CL):0.052 G 999 240
HORZ(LL):-0.010 F - -
HORZ(TL):0.011 F - -
Creep Factor: 2.0
Max TC CSI:0.861
Max BC CSI:0.591
Max W eb CSI:0.377
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ7A
Ply: 1
Qty:3
SEQN:211266 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T37
DrwNo:030.20.1354.33730
SSB /DF 01/30/2020
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11A
B
C
D
EFG
4.24 12
2X4(A1)2X4
3X4
5X5
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31; B2 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/591 /436 /372
J 575 /-/-/386 /471 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 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 480 -728
Chords Tens.Comp.
C - D 356 -450
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 584 -694
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 475 -358
D - I 496 -402
Webs Tens.Comp.
D - H 611 -561
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.027 I 999 360
VERT(CL):0.053 I 999 240
HORZ(LL):0.016 I - -
HORZ(TL):0.030 I - -
Creep Factor: 2.0
Max TC CSI:0.798
Max BC CSI:0.880
Max W eb CSI:0.484
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH11
Ply: 1
Qty:1
SEQN:207015 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T30
DrwNo:030.20.1354.34943
SSB /DF 01/30/2020
B2
15'4"
7'6"
7'6"
11'
3'6"
15'2"
4'2"
15'4"
2"
11'
11'
15'2"
4'2"
15'4"
2"
1'6"
4"3 5'10"36'6"15A
B
C
D E F
G
H
I J
6
12
3X4(A1)
5X5
4X8
5X8
2X4
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31; B2 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/591 /436 /372
J 575 /-/-/386 /471 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 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 480 -728
Chords Tens.Comp.
C - D 356 -450
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 584 -694
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 475 -358
D - I 496 -402
Webs Tens.Comp.
D - H 611 -561
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.027 I 999 360
VERT(CL):0.053 I 999 240
HORZ(LL):0.016 I - -
HORZ(TL):0.030 I - -
Creep Factor: 2.0
Max TC CSI:0.798
Max BC CSI:0.880
Max W eb CSI:0.484
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH11
Ply: 1
Qty:1
SEQN:207015 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T30
DrwNo:030.20.1354.34943
SSB /DF 01/30/2020
B2
15'4"
7'6"
7'6"
11'
3'6"
15'2"
4'2"
15'4"
2"
11'
11'
15'2"
4'2"
15'4"
2"
1'6"
4"3 5'10"36'6"15A
B
C
D E F
G
H
I J
6
12
3X4(A1)
5X5
4X8
5X8
2X4
4X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/597 /411 /431
K 575 /-/-/433 /493 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 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 411 -805
Chords Tens.Comp.
C - D 647 -791
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 650 -700
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 537 -399
J - D 759 -759
Webs Tens.Comp.
D - H 600 -469
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.19 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025 C 999 360
VERT(CL):0.041 C 999 240
HORZ(LL):-0.012 J - -
HORZ(TL):0.014 J - -
Creep Factor: 2.0
Max TC CSI:0.639
Max BC CSI:0.743
Max W eb CSI:0.926
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH13
Ply: 1
Qty:1
SEQN:207011 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T43
DrwNo:030.20.1354.36153
SSB /DF 01/30/2020
15'4"
7'6"
7'6"
13'
5'6"
15'2"
2'2"
15'4"
2"
7'6"
7'6"
15'2"
7'8"
15'4"
2"
1'6"
4"3 6'10"37'6"15(a)
A
B
C
D E F
G
H
IJ K
6
12
3X4(A1)
5X5
3X4 3X4
4X8 2X4
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/597 /411 /431
K 575 /-/-/433 /493 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 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 411 -805
Chords Tens.Comp.
C - D 647 -791
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 650 -700
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 537 -399
J - D 759 -759
Webs Tens.Comp.
D - H 600 -469
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.19 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025 C 999 360
VERT(CL):0.041 C 999 240
HORZ(LL):-0.012 J - -
HORZ(TL):0.014 J - -
Creep Factor: 2.0
Max TC CSI:0.639
Max BC CSI:0.743
Max W eb CSI:0.926
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH13
Ply: 1
Qty:1
SEQN:207011 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T43
DrwNo:030.20.1354.36153
SSB /DF 01/30/2020
15'4"
7'6"
7'6"
13'
5'6"
15'2"
2'2"
15'4"
2"
7'6"
7'6"
15'2"
7'8"
15'4"
2"
1'6"
4"3 6'10"37'6"15(a)
A
B
C
D E F
G
H
IJ K
6
12
3X4(A1)
5X5
3X4 3X4
4X8 2X4
4X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1106 /-/-/-/824 /-
L 1299 /-/-/-/912 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
L Brg Width = 8.0 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 1252 -1733
C - D 808 -1149
Chords Tens.Comp.
D - E 808 -1149
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1478 -1035
K - J 1504 -1045
Chords Tens.Comp.
J - I 1504 -1045
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 629 -252
C - I 314 -470
D - I 602 -517
Webs Tens.Comp.
I - E 1511 -1063
E - H 947 -1211
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.043 K 999 360
VERT(CL):0.078 K 999 240
HORZ(LL):-0.014 H - -
HORZ(TL):0.025 H - -
Creep Factor: 2.0
Max TC CSI:0.634
Max BC CSI:0.641
Max W eb CSI:0.575
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH7
Ply: 1
Qty:1
SEQN:207023 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T38
DrwNo:030.20.1354.37227
SSB /DF 01/30/2020
15'4"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
1'6"
4"3 3'10"34'6"15A
B
C D E F
G
H
IJK L
6
12
3X4(A1)
5X8
2X4 3X4
2X4
3X10
4X5
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1106 /-/-/-/824 /-
L 1299 /-/-/-/912 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
L Brg Width = 8.0 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 1252 -1733
C - D 808 -1149
Chords Tens.Comp.
D - E 808 -1149
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1478 -1035
K - J 1504 -1045
Chords Tens.Comp.
J - I 1504 -1045
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 629 -252
C - I 314 -470
D - I 602 -517
Webs Tens.Comp.
I - E 1511 -1063
E - H 947 -1211
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.043 K 999 360
VERT(CL):0.078 K 999 240
HORZ(LL):-0.014 H - -
HORZ(TL):0.025 H - -
Creep Factor: 2.0
Max TC CSI:0.634
Max BC CSI:0.641
Max W eb CSI:0.575
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH7
Ply: 1
Qty:1
SEQN:207023 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T38
DrwNo:030.20.1354.37227
SSB /DF 01/30/2020
15'4"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
1'6"
4"3 3'10"34'6"15A
B
C D E F
G
H
IJK L
6
12
3X4(A1)
5X8
2X4 3X4
2X4
3X10
4X5
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/577 /457 /314
J 575 /-/-/347 /455 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 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 630 -805
Chords Tens.Comp.
C - D 541 -590
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 662 -785
Chords Tens.Comp.
I - H 475 -519
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 408 -287
D - I 439 -350
Webs Tens.Comp.
D - H 645 -590
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.019 C 999 360
VERT(CL):0.030 I 999 240
HORZ(LL):0.011 I - -
HORZ(TL):0.017 I - -
Creep Factor: 2.0
Max TC CSI:0.661
Max BC CSI:0.717
Max W eb CSI:0.613
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH9
Ply: 1
Qty:1
SEQN:207019 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T48
DrwNo:030.20.1354.38070
SSB /DF 01/30/2020
15'4"
6'4"
6'4"
9'
2'8"
15'2"
6'2"
15'4"
2"
9'
9'
15'2"
6'2"
15'4"
2"
1'6"
4"3 4'10"35'6"15A
B
C
D E F
G
H
I J
6
12
3X4(A1)
2X4
4X8
5X8
2X4
4X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/577 /457 /314
J 575 /-/-/347 /455 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 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 630 -805
Chords Tens.Comp.
C - D 541 -590
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 662 -785
Chords Tens.Comp.
I - H 475 -519
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 408 -287
D - I 439 -350
Webs Tens.Comp.
D - H 645 -590
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.019 C 999 360
VERT(CL):0.030 I 999 240
HORZ(LL):0.011 I - -
HORZ(TL):0.017 I - -
Creep Factor: 2.0
Max TC CSI:0.661
Max BC CSI:0.717
Max W eb CSI:0.613
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH9
Ply: 1
Qty:1
SEQN:207019 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T48
DrwNo:030.20.1354.38070
SSB /DF 01/30/2020
15'4"
6'4"
6'4"
9'
2'8"
15'2"
6'2"
15'4"
2"
9'
9'
15'2"
6'2"
15'4"
2"
1'6"
4"3 4'10"35'6"15A
B
C
D E F
G
H
I J
6
12
3X4(A1)
2X4
4X8
5X8
2X4
4X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 357 /-/-/420 /513 /181
D 372 /-/-/427 /529 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 527 -318
Chords Tens.Comp.
C - D 522 -321
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 F 999 360
VERT(CL):0.011 F 999 240
HORZ(LL):0.004 F - -
HORZ(TL):0.005 F - -
Creep Factor: 2.0
Max TC CSI:0.552
Max BC CSI:0.217
Max W eb CSI:0.079
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1E
Ply: 1
Qty:3
SEQN:214503 SPEC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T34
DrwNo:030.20.1354.39020
SSB /DF 01/30/2020
7'4"
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"1'6"
4"22'2"32'10"15A
B
C
D
EF
6
12
2X4(A1)
4X4
2X4 2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 357 /-/-/420 /513 /181
D 372 /-/-/427 /529 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 527 -318
Chords Tens.Comp.
C - D 522 -321
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 F 999 360
VERT(CL):0.011 F 999 240
HORZ(LL):0.004 F - -
HORZ(TL):0.005 F - -
Creep Factor: 2.0
Max TC CSI:0.552
Max BC CSI:0.217
Max W eb CSI:0.079
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1E
Ply: 1
Qty:3
SEQN:214503 SPEC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T34
DrwNo:030.20.1354.39020
SSB /DF 01/30/2020
7'4"
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"1'6"
4"22'2"32'10"15A
B
C
D
EF
6
12
2X4(A1)
4X4
2X4 2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 374 /-/-/303 /269 /146
D 268 /-/-/139 /174 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
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 554 -365
Chords Tens.Comp.
C - D 557 -369
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 294 -385
Chords Tens.Comp.
E - D 294 -385
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 E 999 360
VERT(CL):0.008 E 999 240
HORZ(LL):0.003 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.530
Max BC CSI:0.176
Max W eb CSI:0.062
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2E
Ply: 1
Qty:2
SEQN:227853 SPEC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T27
DrwNo:030.20.1354.39923
SSB /DF 01/30/2020
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"
4"22'2"32'10"15A
B
C
D
E
6
12
2X4(A1)
4X4
2X4 2X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 374 /-/-/303 /269 /146
D 268 /-/-/139 /174 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
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 554 -365
Chords Tens.Comp.
C - D 557 -369
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 294 -385
Chords Tens.Comp.
E - D 294 -385
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.005 E 999 360
VERT(CL):0.008 E 999 240
HORZ(LL):0.003 E - -
HORZ(TL):0.004 E - -
Creep Factor: 2.0
Max TC CSI:0.530
Max BC CSI:0.176
Max W eb CSI:0.062
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2E
Ply: 1
Qty:2
SEQN:227853 SPEC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T27
DrwNo:030.20.1354.39923
SSB /DF 01/30/2020
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"
4"22'2"32'10"15A
B
C
D
E
6
12
2X4(A1)
4X4
2X4 2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 226 /-/-/338 /312 /106
D 8 /-15 /-/62 /53 /-
C -/-48 /-/109 /110 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(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:0.820
Max BC CSI:0.111
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ1
Ply: 1
Qty:12
SEQN:227486 JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T44
DrwNo:030.20.1354.41247
SSB /DF 01/30/2020
1'
1'1'6"
4"3 10"31'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 226 /-/-/338 /312 /106
D 8 /-15 /-/62 /53 /-
C -/-48 /-/109 /110 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(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:0.820
Max BC CSI:0.111
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ1
Ply: 1
Qty:12
SEQN:227486 JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T44
DrwNo:030.20.1354.41247
SSB /DF 01/30/2020
1'
1'1'6"
4"3 10"31'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.531
Max BC CSI:0.112
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ3
Ply: 1
Qty:8
SEQN:227489 JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T21
DrwNo:030.20.1354.43070
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.003 D - -
HORZ(TL):0.003 D - -
Creep Factor: 2.0
Max TC CSI:0.531
Max BC CSI:0.112
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ3
Ply: 1
Qty:8
SEQN:227489 JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T21
DrwNo:030.20.1354.43070
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 299 /-/-/303 /297 /279
D 89 /-/-/81 /31 /-
C 114 /-/-/48 /192 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.597
Max BC CSI:0.308
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ5
Ply: 1
Qty:8
SEQN:227492 JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T19
DrwNo:030.20.1354.47390
SSB /DF 01/30/2020
5'
5'1'6"
4"3 2'10"33'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 299 /-/-/303 /297 /279
D 89 /-/-/81 /31 /-
C 114 /-/-/48 /192 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009 D - -
HORZ(TL):0.009 D - -
Creep Factor: 2.0
Max TC CSI:0.597
Max BC CSI:0.308
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:CJ5
Ply: 1
Qty:8
SEQN:227492 JACK
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T19
DrwNo:030.20.1354.47390
SSB /DF 01/30/2020
5'
5'1'6"
4"3 2'10"33'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/312 /297 /191
D 50 /-/-/98 /61 /-
C 56 /-/-/15 /99 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.531
Max BC CSI:0.154
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ3
Ply: 1
Qty:2
SEQN:214509 EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T20
DrwNo:030.20.1354.48787
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 235 /-/-/312 /297 /191
D 50 /-/-/98 /61 /-
C 56 /-/-/15 /99 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.004 D - -
HORZ(TL):0.004 D - -
Creep Factor: 2.0
Max TC CSI:0.531
Max BC CSI:0.154
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ3
Ply: 1
Qty:2
SEQN:214509 EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T20
DrwNo:030.20.1354.48787
SSB /DF 01/30/2020
3'
3'1'6"
4"3 1'10"32'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029 D - -
HORZ(TL):0.031 D - -
Creep Factor: 2.0
Max TC CSI:0.779
Max BC CSI:0.567
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ7
Ply: 1
Qty:26
SEQN:227727 /EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T11
DrwNo:030.20.1200.43497
SSB /DF 01/30/2020
7'
7'1'6"
4"3 3'10"34'6"15A
B
C
D
6
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1;
Bot chord: 2x4 SP #2;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Provide (3) 0.131"x3.0", min. toe-nails at top chord.
Provide (2) 0.131"x3.0", min. toe-nails at bottom chord.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029 D - -
HORZ(TL):0.031 D - -
Creep Factor: 2.0
Max TC CSI:0.779
Max BC CSI:0.567
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:EJ7
Ply: 1
Qty:26
SEQN:227727 /EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T11
DrwNo:030.20.1200.43497
SSB /DF 01/30/2020
7'
7'1'6"
4"3 3'10"34'6"15A
B
C
D
6
12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 3-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 3-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 384 /-/-/387 /607 /-
E 400 /-/-/403 /633 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 6.0 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 522 -390
C - D 377 -316
Chords Tens.Comp.
D - E 508 -378
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 319 -398
H - G 325 -399
Chords Tens.Comp.
G - E 303 -376
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.011 H 999 360
VERT(CL):0.009 H 999 240
HORZ(LL):-0.005 G - -
HORZ(TL):0.006 G - -
Creep Factor: 2.0
Max TC CSI:0.389
Max BC CSI:0.117
Max W eb CSI:0.026
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H3
Ply: 1
Qty:1
SEQN:214515 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T5
DrwNo:030.20.1354.50197
SSB /DF 01/30/2020
7'4"
3'
3'
4'4"
1'4"
7'4"
3'
3'
3'
4'4"
1'4"
7'4"
3'1'6"1'6"
4"21'10"32'6"15A
B
C D
E
FGH
6
12
2X4(A1)
4X8
2X4 3X4
4X8
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 3-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 3-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 384 /-/-/387 /607 /-
E 400 /-/-/403 /633 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 6.0 Min Req =1.5
Bearings B & E are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 522 -390
C - D 377 -316
Chords Tens.Comp.
D - E 508 -378
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 319 -398
H - G 325 -399
Chords Tens.Comp.
G - E 303 -376
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.011 H 999 360
VERT(CL):0.009 H 999 240
HORZ(LL):-0.005 G - -
HORZ(TL):0.006 G - -
Creep Factor: 2.0
Max TC CSI:0.389
Max BC CSI:0.117
Max W eb CSI:0.026
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H3
Ply: 1
Qty:1
SEQN:214515 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T5
DrwNo:030.20.1354.50197
SSB /DF 01/30/2020
7'4"
3'
3'
4'4"
1'4"
7'4"
3'
3'
3'
4'4"
1'4"
7'4"
3'1'6"1'6"
4"21'10"32'6"15A
B
C D
E
FGH
6
12
2X4(A1)
4X8
2X4 3X4
4X8
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
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 200 /-/-/-/363 /-
D 12 /-/-/32 /-/-
C 47 /-/-/-/101 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(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:0.649
Max BC CSI:0.159
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ3
Ply: 1
Qty:2
SEQN:214512 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T54
DrwNo:030.20.1354.51443
SSB /DF 01/30/2020
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11A
B
C
D
4.24 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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
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 200 /-/-/-/363 /-
D 12 /-/-/32 /-/-
C 47 /-/-/-/101 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: D Kzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(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:0.649
Max BC CSI:0.159
Max W eb CSI:0.000
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ3
Ply: 1
Qty:2
SEQN:214512 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T54
DrwNo:030.20.1354.51443
SSB /DF 01/30/2020
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11A
B
C
D
4.24 12
2X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (3) 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 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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 773 -735
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 680 -712
Chords Tens.Comp.
G - F 673 -717
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038 C 999 360
VERT(CL):0.052 G 999 240
HORZ(LL):-0.010 F - -
HORZ(TL):0.011 F - -
Creep Factor: 2.0
Max TC CSI:0.861
Max BC CSI:0.591
Max W eb CSI:0.377
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ7
Ply: 1
Qty:4
SEQN:227495 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T8
DrwNo:030.20.1354.54127
SSB /DF 01/30/2020
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11A
B
C
D
EFG
4.24 12
2X4(A1)2X4
3X4
5X5
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Provide (3) 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 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 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 773 -735
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 680 -712
Chords Tens.Comp.
G - F 673 -717
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038 C 999 360
VERT(CL):0.052 G 999 240
HORZ(LL):-0.010 F - -
HORZ(TL):0.011 F - -
Creep Factor: 2.0
Max TC CSI:0.861
Max BC CSI:0.591
Max W eb CSI:0.377
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:HJ7
Ply: 1
Qty:4
SEQN:227495 HIP_
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T8
DrwNo:030.20.1354.54127
SSB /DF 01/30/2020
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11A
B
C
D
EFG
4.24 12
2X4(A1)2X4
3X4
5X5
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1020 /-/-/678 /1153 /316
G 1020 /-/-/678 /1153 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1688 -1545
C - D 1602 -1348
D - E 1485 -1180
Chords Tens.Comp.
E - F 1590 -1340
F - G 1687 -1544
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1319 -1282
K - J 1177 -1023
Chords Tens.Comp.
J - I 1177 -1023
I - G 1318 -1282
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 398 -218
D - K 380 -349
Webs Tens.Comp.
I - E 382 -345
I - F 401 -220
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.100 I 999 360
VERT(CL):0.108 K 999 240
HORZ(LL):-0.039 I - -
HORZ(TL):0.048 I - -
Creep Factor: 2.0
Max TC CSI:0.755
Max BC CSI:0.749
Max W eb CSI:0.191
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H9
Ply: 1
Qty:1
SEQN:227503 HIPS
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T29
DrwNo:030.20.1354.55150
SSB /DF 01/30/2020
24'8"
6'4"
6'4"
9'
2'8"
15'8"
6'8"1
18'4"
2'8"
24'8"
6'4"
9'
9'
15'8"
6'8"1
24'8"
9'1'6"1'6"
4"34'10"25'6"14A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
2X4
5X8
3X4 3X5 3X8
4X8
2X4
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1020 /-/-/678 /1153 /316
G 1020 /-/-/678 /1153 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1688 -1545
C - D 1602 -1348
D - E 1485 -1180
Chords Tens.Comp.
E - F 1590 -1340
F - G 1687 -1544
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1319 -1282
K - J 1177 -1023
Chords Tens.Comp.
J - I 1177 -1023
I - G 1318 -1282
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 398 -218
D - K 380 -349
Webs Tens.Comp.
I - E 382 -345
I - F 401 -220
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.100 I 999 360
VERT(CL):0.108 K 999 240
HORZ(LL):-0.039 I - -
HORZ(TL):0.048 I - -
Creep Factor: 2.0
Max TC CSI:0.755
Max BC CSI:0.749
Max W eb CSI:0.191
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H9
Ply: 1
Qty:1
SEQN:227503 HIPS
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T29
DrwNo:030.20.1354.55150
SSB /DF 01/30/2020
24'8"
6'4"
6'4"
9'
2'8"
15'8"
6'8"1
18'4"
2'8"
24'8"
6'4"
9'
9'
15'8"
6'8"1
24'8"
9'1'6"1'6"
4"34'10"25'6"14A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
2X4
5X8
3X4 3X5 3X8
4X8
2X4
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1020 /-/-/668 /1166 /365
G 1020 /-/-/668 /1166 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1644 -1487
C - D 1476 -1211
D - E 1360 -1023
Chords Tens.Comp.
E - F 1464 -1203
F - G 1644 -1486
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1261 -1220
K - J 1020 -802
Chords Tens.Comp.
J - I 1020 -802
I - G 1259 -1220
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 596 -343
D - K 384 -474
Webs Tens.Comp.
I - E 383 -469
I - F 598 -344
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.084 K 999 360
VERT(CL):0.086 K 999 240
HORZ(LL):-0.027 I - -
HORZ(TL):0.033 I - -
Creep Factor: 2.0
Max TC CSI:0.921
Max BC CSI:0.426
Max W eb CSI:0.282
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H11
Ply: 1
Qty:1
SEQN:227509 HIPS
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T6
DrwNo:030.20.1354.56167
SSB /DF 01/30/2020
24'8"
7'5"
7'5"
11'
3'7"
13'8"
2'8"1
17'3"
3'7"
24'8"
7'5"
11'
11'
13'8"
2'8"1
24'8"
11'1'6"1'6"
4"35'10"26'6"14A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
5X5
4X8
3X4 4X5 3X8
4X8
5X5
3X4(A1)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP M-31;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1020 /-/-/668 /1166 /365
G 1020 /-/-/668 /1166 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 8.0 Min Req =1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1644 -1487
C - D 1476 -1211
D - E 1360 -1023
Chords Tens.Comp.
E - F 1464 -1203
F - G 1644 -1486
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1261 -1220
K - J 1020 -802
Chords Tens.Comp.
J - I 1020 -802
I - G 1259 -1220
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 596 -343
D - K 384 -474
Webs Tens.Comp.
I - E 383 -469
I - F 598 -344
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.084 K 999 360
VERT(CL):0.086 K 999 240
HORZ(LL):-0.027 I - -
HORZ(TL):0.033 I - -
Creep Factor: 2.0
Max TC CSI:0.921
Max BC CSI:0.426
Max W eb CSI:0.282
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H11
Ply: 1
Qty:1
SEQN:227509 HIPS
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T6
DrwNo:030.20.1354.56167
SSB /DF 01/30/2020
24'8"
7'5"
7'5"
11'
3'7"
13'8"
2'8"1
17'3"
3'7"
24'8"
7'5"
11'
11'
13'8"
2'8"1
24'8"
11'1'6"1'6"
4"35'10"26'6"14A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
5X5
4X8
3X4 4X5 3X8
4X8
5X5
3X4(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 381 /-/-/357 /245 /190
F 261 /-/-/157 /228 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
F Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 443 -145
H - D 331 -625
Webs Tens.Comp.
D - G 577 -305
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.34 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 H 999 360
VERT(CL):0.010 H 999 240
HORZ(LL):0.005 H - -
HORZ(TL):0.006 H - -
Creep Factor: 2.0
Max TC CSI:0.482
Max BC CSI:0.247
Max W eb CSI:0.194
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C3E
Ply: 1
Qty:1
SEQN:227856 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T23
DrwNo:030.20.1354.58230
SSB /DF 01/30/2020
5'4"
5'4"
7'2"
1'10"
7'4"
2"
5'4"
5'4"
7'2"
1'10"
7'4"
2"
1'6"
4"2 3'0"33'8"15A
B
C D E
FGH
6
12
2X4(A1)
4X4(R1)
3X4
4X4
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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
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 381 /-/-/357 /245 /190
F 261 /-/-/157 /228 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
F Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 443 -145
H - D 331 -625
Webs Tens.Comp.
D - G 577 -305
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.34 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.008 H 999 360
VERT(CL):0.010 H 999 240
HORZ(LL):0.005 H - -
HORZ(TL):0.006 H - -
Creep Factor: 2.0
Max TC CSI:0.482
Max BC CSI:0.247
Max W eb CSI:0.194
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C3E
Ply: 1
Qty:1
SEQN:227856 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T23
DrwNo:030.20.1354.58230
SSB /DF 01/30/2020
5'4"
5'4"
7'2"
1'10"
7'4"
2"
5'4"
5'4"
7'2"
1'10"
7'4"
2"
1'6"
4"2 3'0"33'8"15A
B
C D E
FGH
6
12
2X4(A1)
4X4(R1)
3X4
4X4
3X5
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1; T2 2x4 SP M-30;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1925 /-/-/-/2117 /-
F 1925 /-/-/-/2117 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =2.3
F Brg Width = 8.0 Min Req =2.3
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 3782 -3503
C - D 4008 -3747
Chords Tens.Comp.
D - E 4008 -3747
E - F 3782 -3503
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 3056 -3258
J - I 3082 -3273
Chords Tens.Comp.
I - H 3082 -3273
H - F 3056 -3258
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 625 -373
C - I 797 -882
D - I 1094 -658
Webs Tens.Comp.
I - E 797 -882
H - E 625 -373
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.289 D 999 360
VERT(CL):0.317 D 922 240
HORZ(LL):-0.109 H - -
HORZ(TL):0.121 H - -
Creep Factor: 2.0
Max TC CSI:0.947
Max BC CSI:0.950
Max W eb CSI:0.646
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H7
Ply: 1
Qty:1
SEQN:227500 HIPS
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T22
DrwNo:030.20.1354.59240
SSB /DF 01/30/2020
T2
24'8"
7'
7'
12'4"
5'4"
17'8"
5'4"
24'8"
7'
7'
7'
12'4"
5'4"
17'8"
5'4"
24'8"
7'1'6"1'6"
4"33'10"24'6"14A
B
C D E
F
GHIJ
6
12
3X10(B5R)
5X8
2X4
3X5
5X8 2X4
5X8
3X10(B5R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #1; T2 2x4 SP M-30;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1925 /-/-/-/2117 /-
F 1925 /-/-/-/2117 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =2.3
F Brg Width = 8.0 Min Req =2.3
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 3782 -3503
C - D 4008 -3747
Chords Tens.Comp.
D - E 4008 -3747
E - F 3782 -3503
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 3056 -3258
J - I 3082 -3273
Chords Tens.Comp.
I - H 3082 -3273
H - F 3056 -3258
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 625 -373
C - I 797 -882
D - I 1094 -658
Webs Tens.Comp.
I - E 797 -882
H - E 625 -373
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.289 D 999 360
VERT(CL):0.317 D 922 240
HORZ(LL):-0.109 H - -
HORZ(TL):0.121 H - -
Creep Factor: 2.0
Max TC CSI:0.947
Max BC CSI:0.950
Max W eb CSI:0.646
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:H7
Ply: 1
Qty:1
SEQN:227500 HIPS
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T22
DrwNo:030.20.1354.59240
SSB /DF 01/30/2020
T2
24'8"
7'
7'
12'4"
5'4"
17'8"
5'4"
24'8"
7'
7'
7'
12'4"
5'4"
17'8"
5'4"
24'8"
7'1'6"1'6"
4"33'10"24'6"14A
B
C D E
F
GHIJ
6
12
3X10(B5R)
5X8
2X4
3X5
5X8 2X4
5X8
3X10(B5R)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/862 /818 /301
I 1109 /-/-/576 /1132 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1810 -1951
C - D 1660 -1605
D - E 1573 -1468
Chords Tens.Comp.
E - F 1573 -1468
F - G 1573 -1468
G - H 1059 -1004
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1668 -1898
O - N 1665 -1897
N - M 1665 -1897
Chords Tens.Comp.
M - L 1387 -1558
L - K 1045 -1108
K - J 1045 -1108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 491 -402
D - M 395 -378
L - G 580 -636
E - L 450 -341
Webs Tens.Comp.
G - J 932 -781
J - H 1359 -1435
H - I 1182 -1060
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.116 E 999 360
VERT(CL):0.155 E 999 240
HORZ(LL):-0.038 J - -
HORZ(TL):0.053 J - -
Creep Factor: 2.0
Max TC CSI:0.844
Max BC CSI:0.592
Max W eb CSI:0.807
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH11A
Ply: 1
Qty:1
SEQN:227850 HIPM
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T61
DrwNo:030.20.1355.00360
SSB /DF 01/30/2020
29'6"8
7'4"
7'4"
11'
3'8"
17'2"12
6'2"12
23'3"12
6'1"
29'6"8
6'2"12
7'4"
7'4"
11'
3'8"
17'2"12
6'2"12
23'3"12
6'1"
29'6"8
6'2"121'6"
4"3 5'10"36'6"15(a)
A
B
C
D E F G H
IJKLMNO
6
12
3X5(A1)2X4
5X8
3X5
5X8
3X4
2X4
3X8 3X5
3X5 3X4
3X5
3X6
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/862 /818 /301
I 1109 /-/-/576 /1132 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1810 -1951
C - D 1660 -1605
D - E 1573 -1468
Chords Tens.Comp.
E - F 1573 -1468
F - G 1573 -1468
G - H 1059 -1004
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1668 -1898
O - N 1665 -1897
N - M 1665 -1897
Chords Tens.Comp.
M - L 1387 -1558
L - K 1045 -1108
K - J 1045 -1108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 491 -402
D - M 395 -378
L - G 580 -636
E - L 450 -341
Webs Tens.Comp.
G - J 932 -781
J - H 1359 -1435
H - I 1182 -1060
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.116 E 999 360
VERT(CL):0.155 E 999 240
HORZ(LL):-0.038 J - -
HORZ(TL):0.053 J - -
Creep Factor: 2.0
Max TC CSI:0.844
Max BC CSI:0.592
Max W eb CSI:0.807
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH11A
Ply: 1
Qty:1
SEQN:227850 HIPM
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T61
DrwNo:030.20.1355.00360
SSB /DF 01/30/2020
29'6"8
7'4"
7'4"
11'
3'8"
17'2"12
6'2"12
23'3"12
6'1"
29'6"8
6'2"12
7'4"
7'4"
11'
3'8"
17'2"12
6'2"12
23'3"12
6'1"
29'6"8
6'2"121'6"
4"3 5'10"36'6"15(a)
A
B
C
D E F G H
IJKLMNO
6
12
3X5(A1)2X4
5X8
3X5
5X8
3X4
2X4
3X8 3X5
3X5 3X4
3X5
3X6
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/762 /803 /280
H 1082 /-/-/628 /723 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 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 1900 -1886
C - D 1815 -1681
D - E 1690 -1483
Chords Tens.Comp.
E - F 1678 -1491
F - G 1827 -1693
G - H 1910 -1902
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1620 -1570
J - I 1673 -1563
Chords Tens.Comp.
I - H 1639 -1572
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 392 -239
D - J 550 -553
Webs Tens.Comp.
I - F 561 -581
I - G 413 -255
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.094 E 999 360
VERT(CL):0.171 E 999 240
HORZ(LL):0.035 I - -
HORZ(TL):0.065 I - -
Creep Factor: 2.0
Max TC CSI:0.695
Max BC CSI:0.746
Max W eb CSI:0.236
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH9B
Ply: 1
Qty:1
SEQN:227877 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T26
DrwNo:030.20.1355.01683
SSB /DF 01/30/2020
28'8"
6'5"4
6'5"4
9'
2'6"12
14'4"
5'4"
19'8"
5'4"
22'2"12
2'6"12
28'8"
6'5"4
9'
9'
19'8"
10'8"
28'8"
9'1'6"
4"34'10"35'6"15A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
5X12
3X4
5X12
4X8
2X4
3X5(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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/762 /803 /280
H 1082 /-/-/628 /723 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 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 1900 -1886
C - D 1815 -1681
D - E 1690 -1483
Chords Tens.Comp.
E - F 1678 -1491
F - G 1827 -1693
G - H 1910 -1902
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1620 -1570
J - I 1673 -1563
Chords Tens.Comp.
I - H 1639 -1572
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 392 -239
D - J 550 -553
Webs Tens.Comp.
I - F 561 -581
I - G 413 -255
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.094 E 999 360
VERT(CL):0.171 E 999 240
HORZ(LL):0.035 I - -
HORZ(TL):0.065 I - -
Creep Factor: 2.0
Max TC CSI:0.695
Max BC CSI:0.746
Max W eb CSI:0.236
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH9B
Ply: 1
Qty:1
SEQN:227877 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T26
DrwNo:030.20.1355.01683
SSB /DF 01/30/2020
28'8"
6'5"4
6'5"4
9'
2'6"12
14'4"
5'4"
19'8"
5'4"
22'2"12
2'6"12
28'8"
6'5"4
9'
9'
19'8"
10'8"
28'8"
9'1'6"
4"34'10"35'6"15A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
5X12
3X4
5X12
4X8
2X4
3X5(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/762 /801 /294
H 1082 /-/-/628 /721 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 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 1956 -1925
C - D 1733 -1654
D - E 1667 -1442
Chords Tens.Comp.
E - F 1652 -1449
F - G 1746 -1663
G - H 1979 -1945
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1671 -1646
J - I 1575 -1442
Chords Tens.Comp.
I - H 1695 -1654
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 418 -276
D - J 477 -399
Webs Tens.Comp.
I - F 479 -451
I - G 443 -295
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.092 E 999 360
VERT(CL):0.168 E 999 240
HORZ(LL):0.035 I - -
HORZ(TL):0.065 I - -
Creep Factor: 2.0
Max TC CSI:0.735
Max BC CSI:0.684
Max W eb CSI:0.204
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH11B
Ply: 1
Qty:1
SEQN:227880 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T10
DrwNo:030.20.1355.02547
SSB /DF 01/30/2020
28'8"
5'0"8
5'0"8
9'6"8
4'6"
14'4"
4'9"8
19'1"8
4'9"8
23'7"8
4'6"
28'8"
5'0"8
9'6"8
9'6"8
19'1"8
9'7"
28'8"
9'6"81'6"
4"35'1"75'10"3A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
5X12
3X4
5X12
4X8
2X4
3X5(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.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #1;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/762 /801 /294
H 1082 /-/-/628 /721 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 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 1956 -1925
C - D 1733 -1654
D - E 1667 -1442
Chords Tens.Comp.
E - F 1652 -1449
F - G 1746 -1663
G - H 1979 -1945
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 1671 -1646
J - I 1575 -1442
Chords Tens.Comp.
I - H 1695 -1654
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 418 -276
D - J 477 -399
Webs Tens.Comp.
I - F 479 -451
I - G 443 -295
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.092 E 999 360
VERT(CL):0.168 E 999 240
HORZ(LL):0.035 I - -
HORZ(TL):0.065 I - -
Creep Factor: 2.0
Max TC CSI:0.735
Max BC CSI:0.684
Max W eb CSI:0.204
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH11B
Ply: 1
Qty:1
SEQN:227880 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T10
DrwNo:030.20.1355.02547
SSB /DF 01/30/2020
28'8"
5'0"8
5'0"8
9'6"8
4'6"
14'4"
4'9"8
19'1"8
4'9"8
23'7"8
4'6"
28'8"
5'0"8
9'6"8
9'6"8
19'1"8
9'7"
28'8"
9'6"81'6"
4"35'1"75'10"3A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
5X12
3X4
5X12
4X8
2X4
3X5(A1)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W10 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1210 /-/-/771 /820 /321
I 1108 /-/-/603 /739 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1920 -1950
C - D 1726 -1563
D - E 1654 -1391
Chords Tens.Comp.
E - F 1760 -1608
F - G 2252 -2196
G - H 2724 -2537
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1667 -1625
P - O 1665 -1624
O - N 1665 -1624
N - M 1343 -1236
Chords Tens.Comp.
M - L 1900 -1880
L - K 1900 -1880
K - J 2885 -3122
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 520 -432
D - N 390 -369
M - E 430 -417
M - F 755 -622
Webs Tens.Comp.
K - G 1242 -978
G - J 1188 -1036
J - H 2700 -2899
H - I 1126 -1044
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.89 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.127 F 999 360
VERT(CL):0.236 K 999 240
HORZ(LL):0.044 I - -
HORZ(TL):0.082 I - -
Creep Factor: 2.0
Max TC CSI:0.612
Max BC CSI:0.843
Max W eb CSI:0.609
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH13B
Ply: 1
Qty:1
SEQN:227883 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T12
DrwNo:030.20.1355.05160
SSB /DF 01/30/2020
W10
29'6"8
7'3"8
7'3"8
11'6"8
4'3"
17'1"8
5'7"
22'1"8
5'
27'1"8
5'
29'6"8
2'5"
7'3"8
7'3"8
11'6"8
4'3"
17'1"8
5'7"
22'1"8
5'
27'1"8
5'
29'6"8
2'5"1'6"
4"3
1'1"76'1"76'10"3A
B
C
D E
F
G H
IJKLMNOP
6
12
3X5(A1)2X4
5X8
3X5
5X8
3X4 3X8
4X8
3X5
3X4
3X4
4X8(**)
3X8
4X8
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3; W10 2x4 SP #2;
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1210 /-/-/771 /820 /321
I 1108 /-/-/603 /739 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1920 -1950
C - D 1726 -1563
D - E 1654 -1391
Chords Tens.Comp.
E - F 1760 -1608
F - G 2252 -2196
G - H 2724 -2537
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1667 -1625
P - O 1665 -1624
O - N 1665 -1624
N - M 1343 -1236
Chords Tens.Comp.
M - L 1900 -1880
L - K 1900 -1880
K - J 2885 -3122
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 520 -432
D - N 390 -369
M - E 430 -417
M - F 755 -622
Webs Tens.Comp.
K - G 1242 -978
G - J 1188 -1036
J - H 2700 -2899
H - I 1126 -1044
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.89 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.127 F 999 360
VERT(CL):0.236 K 999 240
HORZ(LL):0.044 I - -
HORZ(TL):0.082 I - -
Creep Factor: 2.0
Max TC CSI:0.612
Max BC CSI:0.843
Max W eb CSI:0.609
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH13B
Ply: 1
Qty:1
SEQN:227883 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T12
DrwNo:030.20.1355.05160
SSB /DF 01/30/2020
W10
29'6"8
7'3"8
7'3"8
11'6"8
4'3"
17'1"8
5'7"
22'1"8
5'
27'1"8
5'
29'6"8
2'5"
7'3"8
7'3"8
11'6"8
4'3"
17'1"8
5'7"
22'1"8
5'
27'1"8
5'
29'6"8
2'5"1'6"
4"3
1'1"76'1"76'10"3A
B
C
D E
F
G H
IJKLMNOP
6
12
3X5(A1)2X4
5X8
3X5
5X8
3X4 3X8
4X8
3X5
3X4
3X4
4X8(**)
3X8
4X8
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP #1;
B3 2x4 SP M-30;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1210 /-/-/764 /811 /364
I 1108 /-/-/552 /738 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1878 -1966
C - D 1535 -1428
D - E 1495 -1227
Chords Tens.Comp.
E - F 1585 -1432
F - G 2942 -2728
G - H 2379 -2280
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1685 -1661
O - N 1681 -1660
N - M 1681 -1660
Chords Tens.Comp.
M - L 1200 -1102
L - K 1653 -1674
K - J 1653 -1674
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 651 -562
D - L 436 -281
L - E 462 -581
L - F 758 -564
Webs Tens.Comp.
F - J 970 -1099
G - J 1701 -1445
J - H 2464 -2567
H - I 1173 -1083
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.120 F 999 360
VERT(CL):0.222 F 999 240
HORZ(LL):-0.035 C - -
HORZ(TL):0.063 C - -
Creep Factor: 2.0
Max TC CSI:0.671
Max BC CSI:0.806
Max W eb CSI:0.985
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH15B
Ply: 1
Qty:1
SEQN:227886 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T4
DrwNo:030.20.1355.06230
SSB /DF 01/30/2020
B2 B3
29'6"8
7'3"8
7'3"8
13'6"8
6'3"
15'1"8
1'7"
20'1"8
5'
25'1"8
5'
29'6"8
4'5"
7'3"8
7'3"8
13'6"8
6'3"
15'1"8
1'7"
25'1"8
10'
29'6"8
4'5"1'6"
4"3 2'1"77'1"77'10"3A
B
C
D E
F
G H
IJKLMNO
6
12
3X5(A1)2X4
5X8
3X5
4X8
3X4 3X8
4X8
H0308
3X4
4X6(SRS)
4X12
4X8
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP #1;
B3 2x4 SP M-30;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1210 /-/-/764 /811 /364
I 1108 /-/-/552 /738 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1878 -1966
C - D 1535 -1428
D - E 1495 -1227
Chords Tens.Comp.
E - F 1585 -1432
F - G 2942 -2728
G - H 2379 -2280
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1685 -1661
O - N 1681 -1660
N - M 1681 -1660
Chords Tens.Comp.
M - L 1200 -1102
L - K 1653 -1674
K - J 1653 -1674
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 651 -562
D - L 436 -281
L - E 462 -581
L - F 758 -564
Webs Tens.Comp.
F - J 970 -1099
G - J 1701 -1445
J - H 2464 -2567
H - I 1173 -1083
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.120 F 999 360
VERT(CL):0.222 F 999 240
HORZ(LL):-0.035 C - -
HORZ(TL):0.063 C - -
Creep Factor: 2.0
Max TC CSI:0.671
Max BC CSI:0.806
Max W eb CSI:0.985
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH15B
Ply: 1
Qty:1
SEQN:227886 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T4
DrwNo:030.20.1355.06230
SSB /DF 01/30/2020
B2 B3
29'6"8
7'3"8
7'3"8
13'6"8
6'3"
15'1"8
1'7"
20'1"8
5'
25'1"8
5'
29'6"8
4'5"
7'3"8
7'3"8
13'6"8
6'3"
15'1"8
1'7"
25'1"8
10'
29'6"8
4'5"1'6"
4"3 2'1"77'1"77'10"3A
B
C
D E
F
G H
IJKLMNO
6
12
3X5(A1)2X4
5X8
3X5
4X8
3X4 3X8
4X8
H0308
3X4
4X6(SRS)
4X12
4X8
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP #1;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/770 /803 /377
H 1109 /-/-/548 /799 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1839 -1970
C - D 1454 -1394
D - E 1519 -1350
Chords Tens.Comp.
E - F 2576 -2381
F - G 2099 -2007
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1689 -1696
M - L 1686 -1695
L - K 1686 -1695
Chords Tens.Comp.
K - J 1512 -1537
J - I 1512 -1537
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 691 -593
D - K 841 -884
K - E 673 -519
E - I 845 -965
Webs Tens.Comp.
F - I 1619 -1366
I - G 2178 -2275
G - H 1170 -1058
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.121 F 999 360
VERT(CL):0.222 F 999 240
HORZ(LL):-0.036 C - -
HORZ(TL):0.064 C - -
Creep Factor: 2.0
Max TC CSI:0.780
Max BC CSI:0.782
Max W eb CSI:0.916
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C3
Ply: 1
Qty:1
SEQN:227889 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T3
DrwNo:030.20.1355.07670
SSB /DF 01/30/2020
B2
29'6"8
7'4"
7'4"
14'4"
7'
18'8"12
4'4"12
23'1"8
4'4"12
29'6"8
6'5"
7'4"
7'4"
14'4"
7'
23'1"8
8'9"8
29'6"8
6'5"1'6"
4"3 3'1"77'6"38'2"15(a)
A
B
C
D
E
F G
HIJKLM
6
12
3X5(A1)2X4
5X8
3X5
4X5
3X8
3X4
3X5
5X5(SRS)
3X12
5X7
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B2 2x4 SP #1;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/770 /803 /377
H 1109 /-/-/548 /799 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1839 -1970
C - D 1454 -1394
D - E 1519 -1350
Chords Tens.Comp.
E - F 2576 -2381
F - G 2099 -2007
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1689 -1696
M - L 1686 -1695
L - K 1686 -1695
Chords Tens.Comp.
K - J 1512 -1537
J - I 1512 -1537
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 691 -593
D - K 841 -884
K - E 673 -519
E - I 845 -965
Webs Tens.Comp.
F - I 1619 -1366
I - G 2178 -2275
G - H 1170 -1058
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.121 F 999 360
VERT(CL):0.222 F 999 240
HORZ(LL):-0.036 C - -
HORZ(TL):0.064 C - -
Creep Factor: 2.0
Max TC CSI:0.780
Max BC CSI:0.782
Max W eb CSI:0.916
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C3
Ply: 1
Qty:1
SEQN:227889 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T3
DrwNo:030.20.1355.07670
SSB /DF 01/30/2020
B2
29'6"8
7'4"
7'4"
14'4"
7'
18'8"12
4'4"12
23'1"8
4'4"12
29'6"8
6'5"
7'4"
7'4"
14'4"
7'
23'1"8
8'9"8
29'6"8
6'5"1'6"
4"3 3'1"77'6"38'2"15(a)
A
B
C
D
E
F G
HIJKLM
6
12
3X5(A1)2X4
5X8
3X5
4X5
3X8
3X4
3X5
5X5(SRS)
3X12
5X7
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x4 SP #1;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/790 /797 /371
H 1109 /-/-/544 /894 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1846 -1971
C - D 1471 -1391
Chords Tens.Comp.
D - E 1497 -1383
E - F 1873 -1759
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1689 -1769
M - L 1686 -1768
L - K 1686 -1768
Chords Tens.Comp.
K - J 1799 -1925
J - I 1799 -1925
I - H 1041 -1132
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 669 -590
D - K 772 -778
K - E 855 -725
Webs Tens.Comp.
E - I 684 -535
I - F 1003 -1036
F - H 1520 -1394
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.094 K 999 360
VERT(CL):0.172 K 999 240
HORZ(LL):-0.039 H - -
HORZ(TL):0.070 H - -
Creep Factor: 2.0
Max TC CSI:0.712
Max BC CSI:0.699
Max W eb CSI:0.856
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2
Ply: 1
Qty:1
SEQN:227892 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T9
DrwNo:030.20.1355.10720
SSB /DF 01/30/2020
B3
29'6"8
7'4"
7'4"
14'4"
7'
21'1"8
6'9"8
25'4"
4'2"8
29'6"8
4'2"8
7'4"
7'4"
14'4"
7'
21'1"8
6'9"8
29'6"8
8'5"1'6"
4"3 4'1"77'6"38'2"15A
B
C
D
E F G
HIJKLM
6
12
3X5(A1)2X4
5X8
3X5
4X5
3X8 3X5
4X8(SRS)
3X4
3X5 2X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2; B3 2x4 SP #1;
Webs: 2x4 SP #3;
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/790 /797 /371
H 1109 /-/-/544 /894 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1846 -1971
C - D 1471 -1391
Chords Tens.Comp.
D - E 1497 -1383
E - F 1873 -1759
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - M 1689 -1769
M - L 1686 -1768
L - K 1686 -1768
Chords Tens.Comp.
K - J 1799 -1925
J - I 1799 -1925
I - H 1041 -1132
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 669 -590
D - K 772 -778
K - E 855 -725
Webs Tens.Comp.
E - I 684 -535
I - F 1003 -1036
F - H 1520 -1394
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.094 K 999 360
VERT(CL):0.172 K 999 240
HORZ(LL):-0.039 H - -
HORZ(TL):0.070 H - -
Creep Factor: 2.0
Max TC CSI:0.712
Max BC CSI:0.699
Max W eb CSI:0.856
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C2
Ply: 1
Qty:1
SEQN:227892 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T9
DrwNo:030.20.1355.10720
SSB /DF 01/30/2020
B3
29'6"8
7'4"
7'4"
14'4"
7'
21'1"8
6'9"8
25'4"
4'2"8
29'6"8
4'2"8
7'4"
7'4"
14'4"
7'
21'1"8
6'9"8
29'6"8
8'5"1'6"
4"3 4'1"77'6"38'2"15A
B
C
D
E F G
HIJKLM
6
12
3X5(A1)2X4
5X8
3X5
4X5
3X8 3X5
4X8(SRS)
3X4
3X5 2X4
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/815 /790 /364
H 1109 /-/-/551 /983 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1858 -1974
C - D 1475 -1386
D - E 1516 -1345
Chords Tens.Comp.
E - F 1110 -1029
F - G 1110 -1028
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1693 -1850
N - M 1690 -1850
M - L 1690 -1850
Chords Tens.Comp.
L - K 1563 -1717
K - J 1566 -1717
J - I 1566 -1717
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 685 -604
D - L 822 -837
L - E 666 -575
E - I 827 -732
Webs Tens.Comp.
F - I 511 -337
I - G 1402 -1513
G - H 1206 -1067
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.093 L 999 360
VERT(CL):0.167 L 999 240
HORZ(LL):-0.036 I - -
HORZ(TL):0.063 I - -
Creep Factor: 2.0
Max TC CSI:0.681
Max BC CSI:0.709
Max W eb CSI:0.830
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1
Ply: 1
Qty:1
SEQN:227895 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T13
DrwNo:030.20.1355.12033
SSB /DF 01/30/2020
29'6"8
7'4"
7'4"
14'4"
7'
19'1"8
4'9"8
24'4"
5'2"8
29'6"8
5'2"8
7'4"
7'4"
14'4"
7'
19'1"8
4'9"8
24'4"
5'2"8
29'6"8
5'2"81'6"
4"3 5'1"77'6"38'2"15(a)
A
B
C
D
E F G
HIJKLMN
6
12
3X5(A1)2X4
5X8
3X5
4X5
3X8
5X12
2X43X5
2X4
3X10
4X4
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/815 /790 /364
H 1109 /-/-/551 /983 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1858 -1974
C - D 1475 -1386
D - E 1516 -1345
Chords Tens.Comp.
E - F 1110 -1029
F - G 1110 -1028
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1693 -1850
N - M 1690 -1850
M - L 1690 -1850
Chords Tens.Comp.
L - K 1563 -1717
K - J 1566 -1717
J - I 1566 -1717
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 685 -604
D - L 822 -837
L - E 666 -575
E - I 827 -732
Webs Tens.Comp.
F - I 511 -337
I - G 1402 -1513
G - H 1206 -1067
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.093 L 999 360
VERT(CL):0.167 L 999 240
HORZ(LL):-0.036 I - -
HORZ(TL):0.063 I - -
Creep Factor: 2.0
Max TC CSI:0.681
Max BC CSI:0.709
Max W eb CSI:0.830
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:C1
Ply: 1
Qty:1
SEQN:227895 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T13
DrwNo:030.20.1355.12033
SSB /DF 01/30/2020
29'6"8
7'4"
7'4"
14'4"
7'
19'1"8
4'9"8
24'4"
5'2"8
29'6"8
5'2"8
7'4"
7'4"
14'4"
7'
19'1"8
4'9"8
24'4"
5'2"8
29'6"8
5'2"81'6"
4"3 5'1"77'6"38'2"15(a)
A
B
C
D
E F G
HIJKLMN
6
12
3X5(A1)2X4
5X8
3X5
4X5
3X8
5X12
2X43X5
2X4
3X10
4X4
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/860 /751 /325
J 1109 /-/-/578 /1076 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1903 -1995
C - D 1537 -1469
D - E 1560 -1456
E - F 1529 -1248
Chords Tens.Comp.
F - G 1829 -1588
G - H 1559 -1372
H - I 1059 -961
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1717 -1997
P - O 1714 -1996
O - N 1714 -1996
Chords Tens.Comp.
N - M 1241 -1426
M - L 1000 -1108
L - K 1000 -1108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 622 -540
E - N 385 -319
F - M 643 -724
G - M 1103 -902
Webs Tens.Comp.
M - H 521 -632
H - K 978 -781
K - I 1333 -1469
I - J 1226 -1062
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.117 G 999 360
VERT(CL):0.172 G 999 240
HORZ(LL):-0.035 K - -
HORZ(TL):0.054 K - -
Creep Factor: 2.0
Max TC CSI:0.884
Max BC CSI:0.627
Max W eb CSI:0.836
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH13A
Ply: 1
Qty:1
SEQN:227898 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T2
DrwNo:030.20.1355.14180
SSB /DF 01/30/2020
29'6"8
6'9"
6'9"
13'
6'3"
15'8"
2'8"
17'1"8
1'5"8
23'4"
6'2"8
29'6"8
6'2"8
6'9"
6'9"
13'
6'3"
17'1"8
4'1"8
23'4"
6'2"8
29'6"8
6'2"81'6"
4"3 6'1"76'10"37'6"15(a)
A
B
C D
E F
G H I
JKLMNOP
6
12
3X5(A1)2X4
3X43X5
3X5
4X8
3X8
4X8 4X5(SRS)
3X8 3X5
3X4
3X5
3X5
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x4 SP #2;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/860 /751 /325
J 1109 /-/-/578 /1076 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1903 -1995
C - D 1537 -1469
D - E 1560 -1456
E - F 1529 -1248
Chords Tens.Comp.
F - G 1829 -1588
G - H 1559 -1372
H - I 1059 -961
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 1717 -1997
P - O 1714 -1996
O - N 1714 -1996
Chords Tens.Comp.
N - M 1241 -1426
M - L 1000 -1108
L - K 1000 -1108
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 622 -540
E - N 385 -319
F - M 643 -724
G - M 1103 -902
Webs Tens.Comp.
M - H 521 -632
H - K 978 -781
K - I 1333 -1469
I - J 1226 -1062
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.117 G 999 360
VERT(CL):0.172 G 999 240
HORZ(LL):-0.035 K - -
HORZ(TL):0.054 K - -
Creep Factor: 2.0
Max TC CSI:0.884
Max BC CSI:0.627
Max W eb CSI:0.836
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH13A
Ply: 1
Qty:1
SEQN:227898 SPEC
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T2
DrwNo:030.20.1355.14180
SSB /DF 01/30/2020
29'6"8
6'9"
6'9"
13'
6'3"
15'8"
2'8"
17'1"8
1'5"8
23'4"
6'2"8
29'6"8
6'2"8
6'9"
6'9"
13'
6'3"
17'1"8
4'1"8
23'4"
6'2"8
29'6"8
6'2"81'6"
4"3 6'1"76'10"37'6"15(a)
A
B
C D
E F
G H I
JKLMNOP
6
12
3X5(A1)2X4
3X43X5
3X5
4X8
3X8
4X8 4X5(SRS)
3X8 3X5
3X4
3X5
3X5
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP #1;
Bot chord: 2x4 SP #2; B1 2x4 SP #1;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/837 /836 /250
I 1109 /-/-/561 /1119 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1907 -1963
C - D 1833 -1767
D - E 1933 -1835
Chords Tens.Comp.
E - F 1933 -1835
F - G 1933 -1835
G - H 1376 -1329
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1689 -1934
N - M 1553 -1708
M - L 1553 -1708
Chords Tens.Comp.
L - K 1376 -1433
K - J 1376 -1433
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - N 398 -308
D - L 337 -472
E - L 478 -376
L - G 557 -607
Webs Tens.Comp.
G - J 890 -743
J - H 1603 -1661
H - I 1162 -1055
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.146 E 999 360
VERT(CL):0.195 E 999 240
HORZ(LL):-0.038 J - -
HORZ(TL):0.053 J - -
Creep Factor: 2.0
Max TC CSI:0.742
Max BC CSI:0.708
Max W eb CSI:0.753
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH9A
Ply: 1
Qty:1
SEQN:228931 HIPM
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T7
DrwNo:030.20.1355.15380
SSB /DF 01/30/2020
T3
B1
29'6"8
6'4"
6'4"
9'
2'8"
15'10"12
6'10"12
22'7"12
6'9"
29'6"8
6'10"12
9'
9'
15'10"12
6'10"12
22'7"12
6'9"
29'6"8
6'10"121'6"
4"3 4'10"35'6"15(a)
A
B
C
D E F G H
IJKLMN
6
12
3X5(A1)
2X4
5X8
3X4 3X5
2X4
3X8 3X5
3X5 3X4
3X6
4X5
3X6
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP #1;
Bot chord: 2x4 SP #2; B1 2x4 SP #1;
Webs: 2x4 SP #3;
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1213 /-/-/837 /836 /250
I 1109 /-/-/561 /1119 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1907 -1963
C - D 1833 -1767
D - E 1933 -1835
Chords Tens.Comp.
E - F 1933 -1835
F - G 1933 -1835
G - H 1376 -1329
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1689 -1934
N - M 1553 -1708
M - L 1553 -1708
Chords Tens.Comp.
L - K 1376 -1433
K - J 1376 -1433
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
D - N 398 -308
D - L 337 -472
E - L 478 -376
L - G 557 -607
Webs Tens.Comp.
G - J 890 -743
J - H 1603 -1661
H - I 1162 -1055
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.146 E 999 360
VERT(CL):0.195 E 999 240
HORZ(LL):-0.038 J - -
HORZ(TL):0.053 J - -
Creep Factor: 2.0
Max TC CSI:0.742
Max BC CSI:0.708
Max W eb CSI:0.753
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH9A
Ply: 1
Qty:1
SEQN:228931 HIPM
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T7
DrwNo:030.20.1355.15380
SSB /DF 01/30/2020
T3
B1
29'6"8
6'4"
6'4"
9'
2'8"
15'10"12
6'10"12
22'7"12
6'9"
29'6"8
6'10"12
9'
9'
15'10"12
6'10"12
22'7"12
6'9"
29'6"8
6'10"121'6"
4"3 4'10"35'6"15(a)
A
B
C
D E F G H
IJKLMN
6
12
3X5(A1)
2X4
5X8
3X4 3X5
2X4
3X8 3X5
3X5 3X4
3X6
4X5
3X6
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-30;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
BC: 268 lb Conc. Load at 1.40, 3.40
BC: 261 lb Conc. Load at 5.40
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 775 /-/-/347 /754 /235
E 638 /-/-/191 /585 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 394 -173
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.026 F - -
HORZ(TL):0.033 F - -
Creep Factor: 2.0
Max TC CSI:0.397
Max BC CSI:0.483
Max W eb CSI:0.333
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:G2
Ply: 1
Qty:1
SEQN:227871 EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T16
DrwNo:030.20.1355.16373
SSB /DF 01/30/2020
7'
6'10"
6'10"
7'
2"
6'10"
6'10"
7'
2"
1'6"
4"3 3'10"34'6"15A
B
C D
EF
6
12
2X4(A1)
2X4
2X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-30;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
BC: 268 lb Conc. Load at 1.40, 3.40
BC: 261 lb Conc. Load at 5.40
Wind
Wind loads based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 775 /-/-/347 /754 /235
E 638 /-/-/191 /585 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 394 -173
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.026 F - -
HORZ(TL):0.033 F - -
Creep Factor: 2.0
Max TC CSI:0.397
Max BC CSI:0.483
Max W eb CSI:0.333
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:G2
Ply: 1
Qty:1
SEQN:227871 EJAC
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T16
DrwNo:030.20.1355.16373
SSB /DF 01/30/2020
7'
6'10"
6'10"
7'
2"
6'10"
6'10"
7'
2"
1'6"
4"3 3'10"34'6"15A
B
C D
EF
6
12
2X4(A1)
2X4
2X10
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31; T2,T3 2x6 SP SS Dense;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"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 56 plf at -1.63 to 56 plf at 30.30
BC: From 20 plf at 0.00 to 20 plf at 28.67
TC: 417 lb Conc. Load at 7.08
TC: 170 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 449 lb Conc. Load at 7.08
BC: 125 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 638 lb Conc. Load at 21.27
Wind
Wind loads based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2884 /-/-/758 /2936 /265
J 2731 /-/-/758 /2716 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
J Brg Width = 6.0 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 2804 -2824
C - D 2797 -2865
D - E 2471 -2534
E - F 3250 -3415
Chords Tens.Comp.
F - G 3250 -3415
G - H 2264 -2395
H - I 2580 -2718
I - J 2565 -2657
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 2500 -2468
R - Q 2504 -2472
Q - P 3127 -3067
P - O 3127 -3067
Chords Tens.Comp.
O - N 3050 -2949
N - M 3050 -2949
M - L 2356 -2260
L - J 2351 -2254
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - D 927 -730
Q - E 806 -802
E - O 389 -247
Webs Tens.Comp.
O - G 494 -406
G - M 926 -884
H - M 1075 -979
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.195 F 999 360
VERT(CL):0.216 F 999 240
HORZ(LL):-0.055 L - -
HORZ(TL):0.061 L - -
Creep Factor: 2.0
Max TC CSI:0.302
Max BC CSI:0.277
Max W eb CSI:0.409
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH7B-2PLY
Ply: 2
Qty:1
SEQN:228432 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T70
DrwNo:030.20.1355.18710
SSB /DF 01/30/2020
2 Complete Trusses Required
T2 T3
28'8"
4'6"1
4'6"1
7'
2'5"15
10'7"2
3'7"2
14'4"
3'8"14
18'0"14
3'8"14
21'8"
3'7"2
24'1"15
2'5"15
28'8"
4'6"1
4'6"1
4'6"1
7'
2'5"15
14'4"
7'4"
21'8"
7'4"
24'1"15
2'5"15
28'8"
4'6"11'6"1'6"
4"33'10"34'6"15A
B
C
D E F G H
I
J
KLMNOPQR
6
12
4X10(A7R)2X4
3X4
4X8
H0610
H0510
3X5 H0710
3X8
4X4
H0510
H0510
4X8
3X4
2X4 3X12(B5R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP M-31; T2,T3 2x6 SP SS Dense;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"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 56 plf at -1.63 to 56 plf at 30.30
BC: From 20 plf at 0.00 to 20 plf at 28.67
TC: 417 lb Conc. Load at 7.08
TC: 170 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 449 lb Conc. Load at 7.08
BC: 125 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 638 lb Conc. Load at 21.27
Wind
Wind loads based on MWFRS.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2884 /-/-/758 /2936 /265
J 2731 /-/-/758 /2716 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
J Brg Width = 6.0 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 2804 -2824
C - D 2797 -2865
D - E 2471 -2534
E - F 3250 -3415
Chords Tens.Comp.
F - G 3250 -3415
G - H 2264 -2395
H - I 2580 -2718
I - J 2565 -2657
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - R 2500 -2468
R - Q 2504 -2472
Q - P 3127 -3067
P - O 3127 -3067
Chords Tens.Comp.
O - N 3050 -2949
N - M 3050 -2949
M - L 2356 -2260
L - J 2351 -2254
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - D 927 -730
Q - E 806 -802
E - O 389 -247
Webs Tens.Comp.
O - G 494 -406
G - M 926 -884
H - M 1075 -979
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.195 F 999 360
VERT(CL):0.216 F 999 240
HORZ(LL):-0.055 L - -
HORZ(TL):0.061 L - -
Creep Factor: 2.0
Max TC CSI:0.302
Max BC CSI:0.277
Max W eb CSI:0.409
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH7B-2PLY
Ply: 2
Qty:1
SEQN:228432 HIPS
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T70
DrwNo:030.20.1355.18710
SSB /DF 01/30/2020
2 Complete Trusses Required
T2 T3
28'8"
4'6"1
4'6"1
7'
2'5"15
10'7"2
3'7"2
14'4"
3'8"14
18'0"14
3'8"14
21'8"
3'7"2
24'1"15
2'5"15
28'8"
4'6"1
4'6"1
4'6"1
7'
2'5"15
14'4"
7'4"
21'8"
7'4"
24'1"15
2'5"15
28'8"
4'6"11'6"1'6"
4"33'10"34'6"15A
B
C
D E F G H
I
J
KLMNOPQR
6
12
4X10(A7R)2X4
3X4
4X8
H0610
H0510
3X5 H0710
3X8
4X4
H0510
H0510
4X8
3X4
2X4 3X12(B5R)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 7.31
TC: From 28 plf at 7.31 to 28 plf at 23.06
TC: From 56 plf at 23.06 to 56 plf at 26.30
BC: From 20 plf at 0.00 to 20 plf at 7.06
BC: From 10 plf at 7.06 to 10 plf at 24.67
BC: 2402 lb Conc. Load at 7.06
BC: 1116 lb Conc. Load at 9.06
BC: 1109 lb Conc. Load at 11.06,13.06,15.06,17.06
19.06,21.06,23.06
Wind
Wind loads based on MWFRS.
Additional Notes
Refer to General Notes for additional information
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 5593 /-/-/655 /5584 /398
F 7113 /-/-/655 /6179 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.9
F Brg Width = 8.0 Min Req =2.4
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 3796 -3864
C - D 2630 -2761
Chords Tens.Comp.
D - E 2630 -2763
E - F 3574 -3987
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 3429 -3350
J - I 3404 -3325
Chords Tens.Comp.
I - H 3533 -3156
H - F 3560 -3176
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 1108 -1104
C - I 1238 -1179
D - I 2426 -2276
Webs Tens.Comp.
I - E 1027 -1339
E - H 1265 -916
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.239 I 999 360
VERT(CL):0.261 I 999 240
HORZ(LL):-0.060 H - -
HORZ(TL):0.066 H - -
Creep Factor: 2.0
Max TC CSI:0.829
Max BC CSI:0.606
Max W eb CSI:0.924
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:G1-3PLY
Ply: 3
Qty:1
SEQN:228442 COMN
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T67
DrwNo:030.20.1355.30353
SSB /DF 01/30/2020
3 Complete Trusses Required
24'8"
7'4"
7'4"
12'4"
5'
17'4"
5'
24'8"
7'4"
7'4"
7'4"
12'4"
5'
17'4"
5'
24'8"
7'4"1'6"1'6"
4"36'6"37'2"15A
B
C
D
E
F
GHIJ
6
12
3X10(A5R)2X10
5X8
4X6
8X8
5X8
2X10 3X10(A5R)
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x4 SP #2;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 7.31
TC: From 28 plf at 7.31 to 28 plf at 23.06
TC: From 56 plf at 23.06 to 56 plf at 26.30
BC: From 20 plf at 0.00 to 20 plf at 7.06
BC: From 10 plf at 7.06 to 10 plf at 24.67
BC: 2402 lb Conc. Load at 7.06
BC: 1116 lb Conc. Load at 9.06
BC: 1109 lb Conc. Load at 11.06,13.06,15.06,17.06
19.06,21.06,23.06
Wind
Wind loads based on MWFRS.
Additional Notes
Refer to General Notes for additional information
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 5593 /-/-/655 /5584 /398
F 7113 /-/-/655 /6179 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.9
F Brg Width = 8.0 Min Req =2.4
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 3796 -3864
C - D 2630 -2761
Chords Tens.Comp.
D - E 2630 -2763
E - F 3574 -3987
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - J 3429 -3350
J - I 3404 -3325
Chords Tens.Comp.
I - H 3533 -3156
H - F 3560 -3176
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 1108 -1104
C - I 1238 -1179
D - I 2426 -2276
Webs Tens.Comp.
I - E 1027 -1339
E - H 1265 -916
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 27.08 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.239 I 999 360
VERT(CL):0.261 I 999 240
HORZ(LL):-0.060 H - -
HORZ(TL):0.066 H - -
Creep Factor: 2.0
Max TC CSI:0.829
Max BC CSI:0.606
Max W eb CSI:0.924
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:G1-3PLY
Ply: 3
Qty:1
SEQN:228442 COMN
FROM: JS
Cust: R 6666 JRef:1WSc66660001 T67
DrwNo:030.20.1355.30353
SSB /DF 01/30/2020
3 Complete Trusses Required
24'8"
7'4"
7'4"
12'4"
5'
17'4"
5'
24'8"
7'4"
7'4"
7'4"
12'4"
5'
17'4"
5'
24'8"
7'4"1'6"1'6"
4"36'6"37'2"15A
B
C
D
E
F
GHIJ
6
12
3X10(A5R)2X10
5X8
4X6
8X8
5X8
2X10 3X10(A5R)
01/30/2020
COA #0 278
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x6 SP SS Dense; T1 2x4 SP #2;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2291 /-/-/-/2466 /-
H 2388 /-/-/-/2507 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 2341 -2217
C - D 2714 -2591
D - E 2640 -2525
Chords Tens.Comp.
E - F 1788 -1706
F - G 1788 -1706
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1955 -2045
N - M 1941 -2036
M - L 1941 -2036
Chords Tens.Comp.
L - K 2615 -2754
K - J 2509 -2639
J - I 2509 -2639
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 775 -807
L - D 497 -294
E - I 998 -943
Webs Tens.Comp.
F - I 597 -363
I - G 1967 -2062
G - H 1269 -1134
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.166 D 999 360
VERT(CL):0.189 D 999 240
HORZ(LL):-0.036 H - -
HORZ(TL):0.041 H - -
Creep Factor: 2.0
Max TC CSI:0.699
Max BC CSI:0.188
Max W eb CSI:0.833
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH7A-2PLY
Ply: 2
Qty:1
SEQN:228934 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T1
DrwNo:030.20.1355.32010
SSB /DF 01/30/2020
2 Complete Trusses Required
T1
29'6"8
7'
7'
12'4"8
5'4"8
18'0"8
5'8"
23'8"8
5'8"
29'6"8
5'10"
6'8"8
6'8"8
12'4"8
5'8"
18'0"8
5'8"
23'8"8
5'8"
29'6"8
5'10"1'6"
4"3 3'10"34'6"15A
B
C D E F G
HIJKLMN
6
12
4X4(A1)2X4
5X7
4X5 3X4
3X4
3X4
7X8
4X5
3X4
3X12
5X7
2X10
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
**IMPORTANT**FURNISH THIS DRAW ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
6750 Forum Drive
Suite 305
Orlando FL, 32821
Lumber
Top chord: 2x6 SP SS Dense; T1 2x4 SP #2;
Bot chord: 2x6 SP SS Dense;
Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Refer to General Notes for additional information
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2291 /-/-/-/2466 /-
H 2388 /-/-/-/2507 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 2341 -2217
C - D 2714 -2591
D - E 2640 -2525
Chords Tens.Comp.
E - F 1788 -1706
F - G 1788 -1706
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - N 1955 -2045
N - M 1941 -2036
M - L 1941 -2036
Chords Tens.Comp.
L - K 2615 -2754
K - J 2509 -2639
J - I 2509 -2639
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - L 775 -807
L - D 497 -294
E - I 998 -943
Webs Tens.Comp.
F - I 597 -363
I - G 1967 -2062
G - H 1269 -1134
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit:0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: D Kzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MW FRS 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
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.166 D 999 360
VERT(CL):0.189 D 999 240
HORZ(LL):-0.036 H - -
HORZ(TL):0.041 H - -
Creep Factor: 2.0
Max TC CSI:0.699
Max BC CSI:0.188
Max W eb CSI:0.833
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,GELCORP ,AVALON BY THE BEACH - OCE
Truss Label:MH7A-2PLY
Ply: 2
Qty:1
SEQN:228934 HIPM
FROM: AO
Cust: R 6666 JRef:1WSc66660001 T1
DrwNo:030.20.1355.32010
SSB /DF 01/30/2020
2 Complete Trusses Required
T1
29'6"8
7'
7'
12'4"8
5'4"8
18'0"8
5'8"
23'8"8
5'8"
29'6"8
5'10"
6'8"8
6'8"8
12'4"8
5'8"
18'0"8
5'8"
23'8"8
5'8"
29'6"8
5'10"1'6"
4"3 3'10"34'6"15A
B
C D E F G
HIJKLMN
6
12
4X4(A1)2X4
5X7
4X5 3X4
3X4
3X4
7X8
4X5
3X4
3X12
5X7
2X10
01/30/2020
COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 01/30/2020COA #0 278
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63043 01/30/2020COA #0 278