479 Irex roof repair CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
5M 9' INSPECTION PHONE LINE 247-5814
RESIDENTIAL - ALTERATION RESIDENTIAL
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: RES18-0053
Description: roof repair
Estimated Value: 42685
Issue Date: 2/13/2018
Expiration Date: 8/12/2018
PROPERTY ADDRESS:
Address: 479 IREX RD
RE Number: 1714070000
PROPERTY OWNER:
Name: SCHAFFHALISER EDWARD G
Address: 479 IREX RD
ATLANTIC BEACH, FL 32233-3903
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: STYLES CONSTRUCTION, INC.
Address: 1537 PENMAN RD SUITE A QA DARRELL GLEN SMITH
JACKSONVILLE BEACH, FL 32250
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions
applicable to this property that may be found in the public records of this county, and there may
be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
_% VJ:r;- City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road
z Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904) 247-5845
Date routed:
E-mail: building-dept@coab.us
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Ll_T Uff I Y_ ment review required Yes -No
Property Address: Building' --7
Applicant: L't 0 --planning & zoning
Tree Administrator
Project: f 0 0 Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: [dApproved. []Denied. ENot applicable
(Circle one.) Comments:
=BU I L!D I 5N )
PLANNING &ZONING Reviewed by: Date:-2- 6 -c�
V
TREE ADMIN.
Second Review: DApproved as revised. OlDenied. [:]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: []Approved as revised. DDenied. [:]Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
-LA & �G_
OFFICE
COPLIding Permit Application Updated 12/8/17'
J
City of Atlantic Beach JAN 3 1 2018
800 Seminole Road,Atlantic Beach,FL 32233
Phone:(904)247-5826 Fax:(904)247-5845
Job Address: 21P Permit Number: CIO
U eLij 2fi LOT I U t��K 10
Legal Description 3H(" E 'Rip ap; �T 'pi� I pa I. RE# i 00p(��
Valuation of Work(Replacement Cost)$Lq�O%S Heated/Cooled S1
15J -2 Non-Heated/Cooled
• Class of Work(Circle one): New Addition Alteration<�Ri Move Demo Pool Window/Door
• Use of existi n g/pro posed structure(s)(Circle one): Commercial (�R��s_identiaL,'
• If an existing structure,is a fire sprinkler system installed?(Circle one): Yes (ED) N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
Qu 0_� R!��L
Florida Product Approval# for multiple products use product approval form
PropertV Owner Information
�ikName: Address: sz n
city- HLAZ f::kc State E I , zip �3 3 -� Phone
E-Mail
Owner or Agent(if Agent,Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company: jr��, J-AC� _Qualifying Agent: f),4Q9_f 6- &n
Address J53] - lo r., City
J, mr,, )e� _JA)�, E& , State Zip
Office Phone J-910-1 Site/Contact Number SV -'I 10--1
State Certificatior/Registration# E-Mail :0 P,;;�_i�jF_ LL_ !A 1731 A 1�je
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation ALAC) A,A
Exempt/Insurer/Lease Employees/Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg
construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
00f
4 44Z 9--2: ---1
(Signaf4e.of Owner or Agent) (Sign5ture of Contractor)
(including contractor)
1)before rnathis day of Signed and sworn to(or affirmed)before me thiJ0 day of
"N
lez by
commissiw I(ju UuOu"',
E tee MY 5,2020
Ao'v xpi (Silz 'I
(Signature Notary) (Signature of Notary)
Personally Known OR Personally Known OR
X ."I B SALCAN
��Pproclucecl Identification Produced Identification 4,
Notary Public-State of Florida
riquiri 9 Er M545
Type of Identification: Type of Identification:
my com rr,Ex o i res May 11,2019]
NOTICE OF COMMENCEMENTM'9 C 6.6 P V
(PREPARE IN DUPLICATE)
Permit No. Tax Folio No. 171407-0000 OFFICE COPY
State of FL County of DUVAL
To whom it may concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in
accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF
COMMENCEMENT.
Legal description of property being improved: 31-16 17-2S-29E R/P OF PT OF ROYAL PALMS UNIT 2A LOT 16 BLK 10
Address of property being improved: 479 1 REX ROAD ATL.BCH. FL. 32233
General description of improvements: ROOF REPAIR
Owner EDWARD G. SCHAFFHAUSER
Address 479 IREX ROAD ATL. BCH. FL. 32233
Owner's interest in site of the improvement OWNER
Fee Simple Titleholder (if other than owner) N/A
Name
Address
ntractor DARRELL G. SMITH (STYLES CONSTRUCTION INC.)
Address 1537-A PENMAN ROAD JAX. BCH. FL. 32250
Phone No. 904-545-9107 Fax No.
Surety(if any) N/A
Address Amount of bond $
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name N/A
Address
Phone No. Fax No.
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other
documents may be served.-
Name N/A
Address
Phone No. Fax No.
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.06 (2)(b), Florida Statutes. (Fill in at Owner's option).
Name N/A
Address
Phone No. Fax No.
OFFICE COPY
Ridgway Roof Truss Company
(Trusses and Prefabricated Building Components) CAIO
Mailing: RO. Box 1309—Gainesville, Florida 32602 b
Physical: 235 SW 11 th Place—Gainesville, Florida 32601 LLI C)
0
Telephone: (352) 376-4436 Email:Sales@ RidgwayTruss.(:�'rm (n
:C -i Z
FAX:(352) 371-3316 www.RidgwayTruss.com j 40
z — C't
0 t
Lu — m W
0 mt z
C.) 00
U 00 a
Uj P < a
WARNING 93 ZMZ
0 04
0 5 U. 'n
= 4L- Z
0 -S Uj
U. U- 2
0 W
0. = M
THESE TRUSSES MUST BEW � Ujs a
� a W a W
W W
HANDLED AND ERECTED
ACCORDING TO BCS1
SUMMARY SHEETS
http://www.sbcindustry.docs/06—bcsi—booklet—final.pdf
SEE TABLE OF CONTENTS
SEALED
DESIGN MANUAL
PROJECT NAME: Irex Lane
JOB NUMBER: 18-0006
CONTRACTOR: STYLES CONSTRUCTION, INC.
DATE:- 1-19-18 az
Ir REVISIONS:
6) COMMENTS:
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: 180006- ROOF DESIGN INFO MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: STYLES CONSTRUCTION, INC. Project Name: Irex Lane Model: Tampa, FL 33610-4115
Lot/Block: Subdivision: -
Address:
City: Jacksonville State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017 Design Program: OnLine Plus 30.0.069
Wind Code: ASCE 7-10 [All Heighll Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 1 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.—Seat# �Truss Name I Date
1 T1 3000813 1 R3 11/18/18
of IFLo
c0i N�--
2 C.)
The truss drawing(s)referenced above have been prepared by MiTek
USA,Inc. under my direct supervision based on the parameters
E N
provided by Ridgway Roof Trusses.
No 39 8
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28,2019.
-,0*. Z; -ir
-33 –ft *41J Z
IMPORTANT NOTE:The seal on these truss component designs is a certification STA OF
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters 0 R \'O..-* N
C51
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 0* 0***.
.; q/ ******* vl� %
given to MiTek. Any project specific information included is for MiTek's customers 1110 N A
file reference purpose only,and was not taken into account in the preparation of
these designs. MlTek has not independently verified the applicability of the design Thoffn A.Nbad PE No.31KIN
parameters or the designs for any particular building. Before use,the building designer Mrrsk Usk Inc.R.Con SW
should verity applicability of design parameters and properly incorporate these designs 6904 Peft East BW.Tarnpa R.33610
into the overall building design per ANSI1TPI 1,Chapter 2. Daft:
January 18,2018
Albani,Thomas I of I
Table of Contents
1.General Notes
2.WTCA 1-1995 ( Standard Responsibilities
in the Design Process involving Metal
Plate Connected Wood Trusses)
3.Engineering (insert)
4.Layout of Truss Placement Plan (insert)
5. Jobsite Package w/ BCSI B- 1, B-2, B-3
and B-4( Handling, Installing and Bracing
Information)
http://www.sbcindustry.com/docs/06-bcsi- booklet-finaLpff
6.Standard Chord and Web Repairs
7.Examples of Permanent Web Bracing
Wood Truss Council of America
NON
YNY EIR
Standard Responsibilities
in the Design Process
Involving Metal Plate
Connected Wood Trusses
WTCA 1 -1995
Developed by the WTCA Engineening Review Committee
in cooperation with the Truss Plate Institute
2
2.0 OWNER RESPONSIBILITIES
2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and
the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design
approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss
approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing.
all design issues arising out of the preparation of each
3.0 BUILDING DESIGNER RESPONSIBILITIES
3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the
function of eachTruss is not affected by adverse influences Truss;and
including, but not limited to, moisture, temperature, 3.2.9 Adequate connections between Truss and non-
corrosive chemicals and gases; Truss components, except as noted in Section
3.2 Prepare the Construction Design Documents,showing all 6.2.9.
trussed areas, which must provide as a minimum the 3-3 Review and approve the Truss Placement Plan and each
following: Truss Design Drawing for conformance with the
3.2.1 All truss orientations and locations; requirements and intent of the Construction Design
3.2.2 Information to fully determine all truss profiles-, Documents,the effect of eachTruss Design Drawing and
Truss Placement Plan on othCTparts of the structure,and
3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss.
bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the
3.2.4 Permanent bracing design for the structure Truss Designer on theTruss Design Drawings,to prevent
including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design
and 6.2.12. loads. The Building Designer shall specify how the
3.2.5 Ile location,direction and magnitude of all dead permanent lateral bracing is to be anchored or restrained
and live loads applicable to eachTruss including, to prevent lateral movement if all truss members, so
but not limited to, loads attributable to- roof, braced,buckle together. This shall be accomplished by:
floor,partition,mechanical,fire sprinkler,attic, (a)anchorage to solid end walls;(b)permanent diagonal
storage,wind,snow drift and seismic; bracing in the plane of the web members; or (c) other
means when demonstrated by the Building Designer to
3.2.6 All Truss anchorage designs required to resist provide equivalent bracing.
uplift,gravity,and lateral loads; .
3.2.7 Allowable vertical and horizontal deflection
criteria;
4.0 CONTRACTOR RESPONSIBILITIES
4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings,approved
Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information
thereto. provided by the Truss Manufacturer to the individual or
4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses.
Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation,
requirements and intent of the Construction Design permanent bracing, anchorage, connections and field
Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design
and each Truss Design Drawing on other trades involved Documents.
in the construction of the structure and the effect of the
other trades on the Trusses. 4.6 Determine and install the temporary bracing for the
structure,including the Trusses.
4.3 Coordinate the review,approval and return of each Truss
Design Drawing and the Truss Placement Plan by the
Owner and Building Designer.
4
Quan Type Span Pl-H1 Left OH Right OH Engine-ing
Job Mark Ti-_g�,A
180006 R3 4 TR 231000 2.075 1- 6- 0 1- 6- 0 T13"M13
Irex �ane
HO 3-4 HO 3-4
TC 11-6-01 6-10-8 1 11-11-0 1 16-11-8 1 23-10-0 11-6-01
5X5
B
2x4l 2x4 o�
F
2-7-7 2.07S c7:---
�4-8=
C
4x8 4x8
2-4-0 A C
81 D
4.5 4z6 4X5
W:308 W:308
R: 883 R: S72
U: 100 U: 99
BC EF-6-11 15-3-5
LZA 23-10-0
ALL PLATES ARE MT2020
Scale*0.246*=V
MiTekV Online Plus- APPROX. TRUSS WEIGHT: 118.3 LBS
Online Plus Version 30.0.069 -------------Webs------------- Directional.
RUN DATE: 18-JAN-18 F -E 0.09 474 C Wind Speed: 130 mph
E -B 0.31 836 T Risk Category II
Southern Pine lumber design B -D 0.33 886 T Mean Roof Height: 14-0
values are those effective D -G 0,10 495 C Exposure Category: B
06-01-13 by SPIB//A.LSC UON Building Type: Enclosed
CSI -Size- ----Lumber---- CT Defl -0.67" in E -D L/418 Zone location: Exterior
TC 0.71 2x 4 SP-#2 LL Defl -0.35" in E -D L/792 TC Dead Load 4.0 psf
BC 0.84 2x 4 SP-#1 Shear // Grain in G -C 0.23 BC Dead Load 6.0 psf
WB 0.33 2x 4 SP-#3 Max comp. force 3676 Lbs
Plates for each ply each face. Max tens. force 3630 Lbs
Brace truss as follows: Plate - MT20 20 Ga, Gross Axea Connector Plate Fabrication
O.C. From To Plate - MT2H 20 Ga, Gross Area Tolerance = 20%
TC Cont- 0- 0- 0 23-10- 0 Plate - MS18 18 Ga, Gross Area This truss is designed for a
or 24.0" 0- 0- 0 23-10- 0 it Type Plt Size X Y isi creep factor of 2.0 which
BC Cont. 0- 0- 0 23-10- 0 A MT20 4.Ox 8.0 6.6 2.0 0.95 is used to calculate
or 120.0" 0- 0- 0 23-10- 0 F MT20 2.Ox 4.0 Ctr Ctr 0.26 Vert(CT) deflection per
B MT20 5.Ox 5.0 Ctr Ctr 0.79 ANSI/TPI 1.
psf-Ld Dead Live G MT20 2.Ox 4.0 Ctr Ctr 0.26
TC 7.0 20.0 C MT20 4.Ox 8.0-6.6 2.0 0.97
BC 10.0 0.0 E MT20 4.Ox 5.0 Ctr Ctr 0.40
TC+BC 17.0 20.0 Sl MT20 4.Ox 6.0 Ctr 0.2 0.69
Total 37.0 Spacing 24.0" D MT20 4.Ox 5.0 Ctr Ctr 0.42
Lumber Duration Factor 1.25
Plate Duration Factor 1.25 REVIEWED BY:
Fb Fc Ft Emin MiTek USA, Inc.
TC 1.15 1.10 1.10 1.10 6904 Parke East Blvd.
BC 1.10 1.10 1.10 1.10 Tampa, FL 33610
Total Load Reactions (Lbs) REFER TO ONLINE PLUS GENERAL
it Down Uplift Horiz- NOTES AND SYMBOLS SHEET FOR
* 883 100 U ADDITIONAL SPECIFICATIONS.
* 872 99 U
NOTES:
it Brg Size Required Trusses Manufactured by:
A 3.511 1.711 RIDGWAY ROOF TRUSS
C 3.511 1.711 Analysis Conforms To:
FEC2017
Plus 15 Wind Load Case(s) TPI 2014
Plus 1 LL Load Case(s) OH Loading
Plus 1 DL Load Case(s) Soffit psf 2.0
This truss has been designed
Membr CSI P Lbs Axl-CSI-Bnd for 20.0 psf LL on the B.C.
----------Top Chords---------- in areas where a rectangle Printed copies of this document are
* -F 0.62 3616 C 0.15 0.47 3- 6- 0 tall by not considered signed and sealed and
* -B 0.46 3209 C 0.16 0.30 2- 0- 0 wide the signature must be verified on
* -G 0.38 3254 C 0.16 0.22 will fit between the B.C. any electronic copies
* -C 0.71 3676 C 0.16 0.55 and any other member.
--------Bottom Chords--------- Design checked for 10 psf non-
A -E 0.78 3569 T 0.49 0.29 concurrent LL on BC.
E -Sl 0.41 2426 T 0.33 0.08 Wind Loads - ANSI / ASCE 7-10
Sl-D 0.43 2426 T 0.33 0.10 Truss is designed as a Main
D -C 0.84 3630 T 0.50 0.34 Wind-Force Resistance System
ON- Cp)�gM 47�"�1996-2017 V-30�O 069 E�gkirg-P�M*U1812018 3:27:14 PM P.Q.I
IJOBSITE PACKAGE
I IMPORTANT DOCUMENTS ENCLOSED
PLEASE REVIEW
AThe handling, storing, installing, restraining and diagonal bracing of structural building com-
ponents requires specialized training, clearly implemented procedures, and careful planning and communication among the
contractor, crane operator and installation crew. Handling and installing components without appropriate training, planning and
communication greatly increases the probability of an accident resulting in property damage, serious personal injury and/or
death.
Prior to component installation,the documents should be examined and disseminated to all appropriate personnel,in addition to
proper training and a clear understanding of the installation plan, any applicable fall protection requirements, and the intended
restraint and bracing requirements.Trusses over 60 feet in length are very dangerous to install and may require com-
plex temporary and permanent bracing. Please consult a Registered Design Professional.
Examine the building,the building's structural framing system,bearing locations and related installation conditions.Begin compo-
nent installation only after any unsatisfactory conditions have been corrected. Do not cut, modify or repair components. Report
any damage before installation.
The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed
in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the component manufac-
turer.
A DV EE R TE 14""I A'
v El manejo, almacenamiento, instalaci6n, restricci6n y arriostre diagonal cle componentes;
estructurales cle construcci6n requieren entrenamiento especializada, procedimientos; claramente implementaclos y planificaron
y comunicaci6n clara entre el contratista, operaclor cle gr6a, y los obreros de instalaci6n. El manejar e instalar los componentes
sin entrenamiento suficiente, planificaci6n y comunicaci6n adecuaclas aumenta la probabiliclad cle un accidente que resulta en
clareo a propiedad, hericla seria o muerte.
Antes cle la instalaci6n cle componentes, los documentos adjuntos deben ser examinaclos;y difundidos a todo el personal apro-
piado, adem6s del entrenamiento pertinente y un claro entenclimiento del plan cle instalaci6n, cle todo requisito aplicable de la
protecci6n contra la caida y cle los; requisitos previstos cle arriostre y restricci6n. La instalaci6n de trusses mis de 60 pies
de largo es;muy peligrosa. Consulte a un Profesional de Diseflo Registrado.
Examine la estructura, el sistema armaz6n estructural cle edificio, ubicaciones cle soporte e [as concliciones de instalaci6n cor-
responclientes y comenzar con la instalaci6n de los componentes s6lo despu6s cle haber corregiclo toda conclici6n insatisfactoria.
No corte, modifique ni repare los componentes y informe cualquier dai5o clescubierto antes de proceder a la instalaci6n.
Los clocumentos adjuntos se ofrecen solamente como directrices minimas. Nada de lo incluido en este paquete debe interp-
retarse cle manera que exceda el alcance de la responsabiliclad del fabricante cle componentes, ni en forma tal que imponga
responsabilidades adicionales sobre 6ste.
To view a non-printing PDF of this document, visit www.sbcindustry.com/�obsitees.
--FOR DESIGN RESPONSIBILITIES SEE REVERSE
BCSIal8l SUMMARY SHEET GUIDE FOR HANDLING INSTALLING RESTRAINING AND BRACING OF TRUSSES
SPANS.OVa.EGA%Y-REQUIRE.COMPLEXPERMMBT�BRACING.hDH ALWAYS 0011SULT A PRCFESS10HAL EtIGIFIEER
STEPS TO SETTINGTRUSSES RESTRAINT&BRACING FOR 3X 2 AND 4xZ PARALLEL CHORD TRUSSES
RESMCC16N Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELA.S 3X2 Y 4X2
US MEDII)AS DE LA iNsTALAa6N DE LOS TRUSSES Refer to BCSI-B7 Diagona Baring
I;Install ground bracing.2)Set first truss and atizach securely to ground bracing.3)Set next 4 4&Surninary Sheet 1WOT15- Repeat Diagonal Fracing
trusses vAh short rnvrmber temYloorary lateral restraint(see bellow)�4)Install top dvxvl diagonal "Tiry 15 truss spaces IM
baicing'see below).5)Instalil web member plane chaconal bFac ng to Stabilize tlie first hve trusses
(see W-ow).e,Install bottorit chord temporary katf-val restraint and diagonal bracing(see belor-).
four trusses until all brus-ces are set. Chord Trusses"'
1)Repeat process on groups of -;z
for more information..
1)1ristale los arriostres cle tierra.2)lw�le el lunrueni truss y die segUramente at affiloSitt de
berra.3)inst2le 105 proiximos 4 trusses con resticci6n Lateral temporal dea mienibro coft(vea Vea el resumen P(
alpajo).4)Instate el arflostre diagonal de la cuerda superior Neat abajo).5)Instate ardostre B7-Restriccitinlf Apply D Brace to
diagonal Para los planos de Ins miembro,securidarias paira,estabilice los pnmerr%CinCID trUSSM Arricistre Temporal viii"Ical webs at end Of
(vea abajo).6)aistale ia resincri6n lateral temporal y andostre diagonal para,ta cuerda interior Y Permaneinte pan canidem and at bearing All Lateral R raiits
Cvea abalo).7j%Repita este procedinvento en grupors-de cuatro trusses hasta que t000s tiosi trusses ruerdas locations. lapped at least two trusses
eston"'Stalados. Parralelm-Para *1cp chord Temporary Lateral Restraint spacini;shall be
Refer to BQSl-B2 SurrinnaLy Sheet-Truss installation&Tenuporary RestrilintirBrac no-for infore mas inlotm.3cj6n. 10 O,C�M2X.tor W chords and 15'o.c.for W chord%.
information.
Vea el resfimen BCSI-B2-Instalaciik,cle Trusses v RestriccibFiVALrioshre Temparal-para fri INS"rALLING — INSTALACI6N oillit-plien.�1
informaci6n. 2 Tolenaices for 0uscfN,,.-.,., Cut of PkWalb I -.-- --- I
RESTRAINT I BRACING FOR ALL PLANES OF TRUSSES Toletanclas para fuera-,je-;'lano. Length
RESTRICCION/ARRIOSTRE PARA TOWS PLANOS DE TRUSSES Lerg1h Me,S.. D150 0(ft) 3W 12 5*
63 This resiaint&bracirg fi~is for all trusses eircept 3)L2 and 4x2 paja116 c'.WM tnumses _/_ '!4 1 7/9' 14 6'
Este nnetocio de testricci6n y arriovae es pare Wo trusses extelotc,trusses de,cuefdas paralelas Max.Dow
112 7 1. 16.7'
.3K2 V 4X2, Max a.. -
1)TOP CHORD-CVERDA SUPERIOR 314- 3 1-118" ieff
Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spadng i" 4 1-114, 20.8'
LongiftailldeTrarno, Espalciami�ento del Arriiiisiple Temporal do I&Cuerda Superior
Pt-b 1-1,4- 5' 1 3fir 22.91
Up to 30' 10'OX-fflaX
Hasta 30 pies 10 pies maxim Toieanres for I-V2- 6-
30'to IS' Wo.c.niax. 21 Oilt-of-plumb,
30 a 45 pies 8 pies rinAwnci Weraincas para D/fa
45'to 60' Vo.c.inall. Fuern-cle-Piornada.
6 pies rinamm
45 a 60 pies
60,to 801. CONSTRUCTION LOADING-CARGA CHE CONSTRUCC16N
4'o.c.max.
60 a K pies 4 pies ff'Alarno Do not prc�eed with conslYucluD until all lateral restraint anil
bracing is securely and properlyn,place,
-Consult a Professponal Engineer for lo-Lisses longer than 60.
*Consulte a un IrKjeroiero Prollesional para trtisses mSs de 60 clies.. No procecia con la construiccii6n harstat clue toclas Las restric-
clones lateralles y los arrPoslures esten colocadus en forma Gyi-Board Ir
See bC5L5,for TCTLR options. apropiada y Segura.
Ivea el SCsl-92-11 pard las qK'Cl�e.de TCTLR. Do not eo"ed maximum stack he�s.Refer to BMI-64 Surn P4--d-0S13 16"
Refer to BCSI-B3 Surn- G n Lcialdi,,cl-4 fpr more irfformation, Aphff Sir-glea 2 bunlike
RestcaWRtadw of Chords No exceda las alturas rin4eximas de rriont6n.Vea 0 resumen
MY ers-for Gable BCSI-64 Catua die Contrucci6rill-para nris nforrnaci6n.
res"intittacinw CA.V Ta�
reintorcerrient inforniation. i
Para informacion solpre ;S�
restricco6niarnostre/refuem Repeart diagonal
braces flow each
para Arrinazories Hashales Do not overload small a ups or single trusses
set of 4 tmsses. _ro
vea el resufflen acsLa Q No solprecargue pequpeNos girupos;o trusses tridivdiiales.
-Restricclon/Arrictstre Ground braong not snown for cianty. Repita lors;
Perrinanertte be("Winlaq v amsotres diagonates Never stack materials near a peak.
Minmlo,m Sty,godarins.- Para cada gi,upo de 0 Nunca amrrylone los materlailes(wm de Lin pico.
2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDAPJOS 4 trusses. Place loads over as nwy trusses as posi�ible.
Coloque las c;argas sobre tantips binses cornD Sea posi
Diagonal Posittion kiaids;over bad bearing walls- A
LATERAL RESTRAINT Web Members Bracing Ccloque las cargas solore lars pamlcies soportantes. I-,W-ng not
&DIAGONAL BRACING AMRAMM—PIM"CIOWS L
ARE VERY IMPORTANT `;I
iLA RESTRIC06N Refer to BL -9�,Summary S -Truss D&BaW Jobstle Modrhcations&Installation F-ffors."'
Vea el resumen BM Be Daiias rk,Trusses,Modific,icones en L,Oloqrit v Erroies.de Iftstala
LATERAL Y EL Do not cut,after,or drill any structurat member of a truss unless specificafty pennitted by the
ARRIOSTRE Truss Design Drawing.
DIAGONAL No code,altere o perfore nitg6n n4embro estructural de on truss,
bottol'Ch�ds a menos que este espedficarnente perrinitido en el Dibu)o del AK�r
SON MUY Dsehlo M Truz.
IMPORTANTES! Brrlcris
4&Trusses that have been overloaded during cons;4Wm or altered without the Truss Manufacturer's
ev"10 truss poor approval may render the Truss Manufactures lunited warranty null and vold
10'-15'-Sarnre spacing as spaces(20'max.)
i�s boktam chord Lzrt�l Restraint Trusses Que se han solprecargadio durante[a constrtwxj6n o than sido afteraidois sin la autDrizab6n
Some chord and web rne-mbers not pre"a del Fatincante de Trusses,pueden lwer nulo y sin efecto la garantia firnitacla del Fabricarte
Oxywn for clanty. die Trusses.
3)BOTTOM CHORD-CUERDA INFER10R. -Ceeilad the Comparierit 14-factwer far�infor-tan or a...aft.Pir.41-W Engineer forUranaii.
To view a nar-praning PDF of this doxrurrien�Vsk iA*rw_sbCindUSftyXoanjhl.
Lateral Restraints-2x4xl2 or NOTE:Trle Tr-MWx0&x arta IMAS DOWW nIV W the P��th,k VW,C�arid-,,a aparI14-(K 4V�)
greater lapped over two trusses.
M-eip�lid� --d.Proem ft lit-Ad"e6K ala�f..A-o"t P"Th,`-11"M aw
Oueraj d�-~wd W eri,trat"owrall ..rr� wol pLA bvarYt.pia.SAFELY
Tr� 1.N`i"M I,-WWIQ��ry ar`K1 blalJ`Q br--b-W Wor,Ire .W�expe-Of eialm
Bomm P�rld ffwot�d with 1roM 000,manA4cure aw onsuairtim,bid Ylust dixt,11D"riaeore of maimmAnom�Ovea,at Ps~
chords "n a GuirlE for use,by a QLahttd kmdvv Desiq�or Corlitrwix it is not nbmidaol thig In-mw49;i:x*be Wkrpritd a
V"W�'L""9 DeRgiell siesgn spkmori Far nai w tnavig�aria x,am-p,,*"b)e
rr� arlcl p�%�Wrty ft the waia,,W,a,ftmi� Ad the�lrmel
by t�Gx�bWtar Th,a,WTrA�TPT�;x�* ft�419M
Diagonal Braces ev"
10 truss space,s(20'rnaiiL.) TRUSS PLATE INSTITUTE
6300 E-p- ��d_,,W]S171L 218 N.Lee St,St�_322.Almoillia,VA 22114
Some chord and web mernoers 608/27-RA9 703/683-1010--w."St.org
"lax. "shown for clarity.
HOJA RESUMEN DE LA GUIA DE BUENA PRACTICA PARA EL MANEJO INSTALACION RESTICCION Y ARRIOSTRE-DE US TRUSSES
VANDS MAS DE 60'PIES PUP-DEN REQUERIRARRIOSTRE PERMANENTE COMPLEk,POR FAVOR,SINPREE CIONSULTE A UN INGENIERO PFCFH&ONAL
�v=�nnn�Anv nr�evna kt��,,nn Art�kir ���
PORARY RESTRAINTiBRACING
STEPS TO SETTING TRUSSES
PASOS PARA EL MONTAJE DE TRUSSES
Establish Ground Bracing Procedure: Exterior or Interior
Establezca el Procedimiento de Arriostre de Tierra:Exterior o Interior
i 11 V.s nX gbk H'4 ms
of tfaced
=0="3-AQch fio..W of oos�. 2x_twacing V end jacks in a hip—t 4-plkcalm)
brace f,efscal
79. by
OIJ i W-4['all
P
no
_rnt,e'ls
giole;ft oss
G,onnd
-to,
d.9o.'
Fl.ply Vace aK an
ade ate dago"s and tk-
f"'o'd QU
I tiqual anclonaffe,—Pnnkol.
_,,_I "
suoll
—bes amul
mont"
6"kop g""M 11.1 ft.,svlm
"apxny n
i"d q'.1q0 11: nall.
_oVV, t-,1'o."9",-J Na',
�m 11401 ___ �1' r
EXTERIOR GROUND BRACING TAFTERIOR GROUND BRACING MMMR QROUND SRACIWWG TO E�W WJAULL
ARRIOSTRE Of 77ERPA EXTERIOR ARRIOSTRE DE TIERRA INTERIOR jAjoRJQSWJ)F7Mo1?A VITZRIOR A LA PARED LIE
Determine the locations for TCTLR and Ground Braces
20 Determine las ubicaciones para TCTLR y los Arricistres de Tierra
�7Zi Use truss span to determine spac- Maximum Top Chord Temporary Lateral Restraint Spacing*
ing for top chord temporary lateral Truss Span TCTLR Spacing
restraint(TCTLR)from table at right.
Use el tramo del truss para determi- Up to 30' 10'on-center maximum
nar el espaciarniento para,restricci6n —30'--45' 8'on-center maximum
lateral temporal de la cuerda supe- 45'-60' 6'on-center maximum
rior(TCTLR)en la tabla a la derecha. 60'-80-7--=4on-center maximum
:�orniult a registered design prollessiornal for trusses longer than 60'.
Fillch brook For trusses spaced greater than Z o.c.,see also 5-S 'F I
undor V 0vwV(a&sTCTLR) TCTLR
!F f—5-4. V-101 T-41" 4'-1' 10"or greater
3T-�Span
Truss attachment
required at support(
E] Locate a ground brace vertical at each
Locate additional TCTLR at each pitch TCTLR location.
break. -7 Locate additional TCTLR over bearings if the Localice una vertical de arTios&e de
Localice TCTLR adicional en cada rotura heel height is 10"or greater. tierra en cada lugar de TCTLR.
de inclinalci6n. LoGalice TCTLR adicional sobre los sciportes si
la altura del tal6n(heel height)es de 10 pulga-
das o mis.
Set First Truss and Fasten Securely to Ground Braces
Coloque el Primer Truss y Fijelo Seguramente a los Arriostres de Tierra
Set first truss(or gable end firame)and fasten securely to ground braces and to the wall,or as directed by the building designer Examples of
first truss installed include:
Coloque el primer truss(o armaz6n hastial)y ffjelo seguramente a las verticales de arriostre de tierra,y a la pared,o como se dirige el disefiador
del edificio.Ejerriplos del primer truss instalado incluyen:
TCrLR TCrLR
locations,typ. locabons,typ
TCTLR
locations,typ.
r— RRIOSTRE DE TIERRA EXTERIOR OUND BRACING INIT-RIOR GR"D BRACING TO END WALL
A I.TE..GROUND BRACING AR1RN1T0ERT1R0FRDE`TTFRRA INTERIOR ARRIOSTRE DE TIERRA IMTERIOR A LA PARED DE EXTREMO
A First truss must be attached securely to all bearings and to all required ground braces prior to removing the hoisting supports.
El primer truss tiene que ser sujetado seguramente a todos soportes y a todas arriostres de tierra requendos,antes de quitar los soportes
de levantaimiento.
BCSI-B2 SUMMARY SHEET
TRUSS INSTALLATION&TEMPORARY RESTRAINT/BRACING
Install Top Chord Diagonal Bracing
50 Instale el Arriostre Diagonal de la Cuerda Superior
Attach diagonal bracing to the first five trusses. Examples of diagonal bracing on first five trusses include:
Coloque el arriostre diagonal a los primeros cinco trusses. Ejemplos de arriostre diagonal en los primeros cinco trusses incluyen:
S�.Shu I Meke
S�S�vt Membe T—K.:.y Lt..]
Tenq�Lat-1 Rftint detal
R�,Vl W�fl ripwm paw 3 See-Skt Ment.
""Kbs[,�T_3 'Ternpoi�y Lateral
det.9
Xtv",P.4,3
EXTERIOR GROUND BRACING HITMOR GROUND BRACING Ifavili 40ROUNE,8111141111CM T09M VAAU
ARRIOSTRE DE TIERRA EXTERIOR ARRYOSTRE Of 77ERRA INTERIOR
Or start applying structural sheathing. Example of
structural sheathing installed on first five trusses.
0 empiece en aplicar el entablado estructural. Ejemplo
de entablado estructural instalado en los primeros
cinco trusses.
Install Web Member Diagonal Bracing
60 Instale el Arriostre Diagonal de Miernbros Secundarios
Temporary web member diagonal bracing acts with the top chord and bottom chord temporary lateral restraint and diagonal bracing to form trian-
gulation perpendicular to the plane of the truss and prevents trusses from leaning or dominoing.
El arriostre diagonal temporal de los miembros secundarios trabaja con la restricci6n lateral y el arriostre diagonal temporales de la cuerda superior
e inferior para formar una triangulacicin perpendicular al plano del truss y evita que los trusses se inclinen o caigan como dominos.
Install diagonal bracing at about 451 on web members(verticals whenever possible)located at or near rows of bottom chord lateral restraint.Web
diagonal bracing must extend from the top chord to the bottom chord. Repeat at the interval shown in the Figure below.
Instale el arriostre diagonal a aproximadamente 45 grados en los Diagonal
miembros secundartos(verticales cuando sea posible)colocados en o bracing
cerca de las filas de restricci6n lateral de la cuerda inferior Arriostre Web members
diagonal para los miembros secundarios tiene que extender de la i
cuerda superior a la cuerda inferior Repita a los intervalos mostrados
en la Figura a la derecha.
L�A - The requirements for web member permanent individual truss
member restraint are specified on the truss design drawing(TDD).
Refer to
for more information."'
Los requisitos para la restricci6n permanente de miembros individuales Bottom chords
de truss para miembros secundarios son especificados en el dibujo del
Diagonal braces
dise5c,de truss. Vea el resumen para m6s informaci6n. every 10 truss
spaces(20'tnax.)
10'-1 5'max Same spacing Note:Some chord and web members
as bottom chord lateral restraint not shown for clarity.
Mono trusses,deep flat trusses and other types of trusses with deep ends also require tem-
porary lateral restraint and diagonal bracing on the long web members at the deep end of the truss.
Los trusses de una sola pendiente, trusses planos y profundos y otros tipos de trusses con extre-
mos profundos tambi6n requieren restricci6n lateral temporal y arriostre diagonal en ios miembros
secundarios largos al parte profundo del truss.
4 BCSI-B2 SUMMARY SHEET
BCSI-133 SUMMARY SHEET PERMANENT RESTRAINT / BRACING OF CHORDS AND WEB
SPA[ISOVER 60'MAY REQUIRE XMPLEX PERIVIA1,84T BRAC111G. PLEASE ALWAYS C011SULT APROFESS1011AL E[IGII]EER
ALWAYS 01.460NALLY WZACE THE CC Nil NUOUSLATEPAL RESTRAINP
Gable End frames and Sloped Bottom Chords
iSlEMPRE ARRIOSTRE LA 915STRICCEON LA1`17RAL CaNTYUbal OLAGONAtMENTP Armazones Hasdales,Y Cuerdas rnferiones Pendientes
S.Individual Web Member Reinforcement
B.Refuerro de Nifembrais Seciandaders Individualies Tne Gable End Frame should always match the profile of the adjacent trusses to permit instal-
'n,�.-,Scab,'-,U-Retnforcem.en�proprietary metal retrifbicerrient and stacked web products provide an tation of proper Bottom Chord Plane restraint&bracing unless special bracing is designed to
anernative for resisting web buckling. Support the end walL
L-,costra,I-,U-Refuerzro,m4mtzro de metal parentando y prriductcis de miambros securicarhas FlAmiraz6o Hastial wmpre debe encajar ei perfif de Itas trusses contiguous Para permittr la wista-
amontonadicts pwvren una altemativa para resair ef torcer de Jos miem"--curidaricis, ldcicitj de re.�tncri6r?y artiostre dpropi"it-1j Ciaerda Inferux arrieticis que arrkistie esi:x�ilf es
diseilaido para soportar 14 paired de aiiVernzi,
P1 web
�.a�—Ns Sat*E*1 hwm
The foliming tabjerna�bt used jniess more spKific informaton is provided.
L3 5;,�t;,,,;�re pt;ede sef UmJa a �Wonrtjo6r rr"k espeofica c,u:,--c,,c,using a flat Bottom Chord Gable End Frame,with ad)acen' that have sloped
Bcmorn Chords is prosbtted till some building codes as adequate bracing of this cond-lion's
WEB REINFORCEMENT FOR SINGLE PLY TRUSSES' difficult and somettrnes mpossble.Special end wall bracing design considerations ate required by
the Buticling Designer if the Gat)le End Frame'D(&.Ie does not match the ad)acent TrusStS.
Typ&so of W" 411111116NOW WAinim ;_--n:cL.7,�r!aso de un Arnaiji;l4agal de 14 cuerda Infew con 7russes conirtguos CujAes
ft"Cififfew Wle 40 W46 Lwob of w4b M. f(well &ener Cuercas pendientes es Drobibido por a1gunos ci6digos&edifccrs pcyque ar-
In" Rehiltroes" P46ftmomw riowe adecbrzr&�de esta es 61W y a veces wripowbie.Ccrns,,deraoovs e4necaL--i de
** T I scw I i ase5k,paia elamostre de 1A paredde e(fteric,sm requendos pof el Dseplad�,r delfdtliick�sf el
1 Flow hil W 2xl 2.4 - W%of-1b a perfill de Armazor Hastal ro fwce juetlo con;cs Trusses contpucis,
w b6 ps bz Crew in*t* '6d&n
be 2A 2d 2d uc Milt or nus(C 131,0 5'� PERMANENT BRACING FOR SPECIAL CONDITIONS
b(4 - - �"ow of wit)mer"W, 00 6'�15�-I ARRIOSrRE PERMANENTE PARA CONDICIONES ESPECIALES
2 plows 2* - - 24 W ftw-tff wftc�fts werml Sway Bracing-Ardostre de-Sway-
2d ore" -Skay'brac)ng is mstat-ed at the discretion of
Vit�ft,T *1qT a (4.30� the 150ding Des.,i;fner to help stabilize the vuss system
a,.drimimaethe lateial movement due to wind and
m-mm,c:loads.
is
DseAador de&,,hoo para alrudar er,estabOizar ei isistma
de trusses ypiraminwwareinx*n"ientoA3terald�-b�a
de viento y cargas ssmica&
V Idarg
Sirvav tiracing installed mritnuously across the but atsc
Serves rving
a to dMTbute gnivay bads between trusses of va
;5m=cNL;TFx;94*iF,-,E y A-iostrede'Sivay rates trutak7daxrtinuadamerit at travi�s del eclifoo lambein es asoolo
REROZO DE KEOR-0 4,;.iiao RE,Qt"Mo para dtgribuir firs ca,gas de"vedad entre tra�de rVi*z vainando.
Permanent Restraint/Bracing for the Top Chord in a Piggyback Assembly
SomeThissMarturfactwersmarktht klicatiorisolithe web Lateral Restraintorteirilicicementon RestriccicirilArriostre Permanerife Para la Cuerda Superior en un Ensamblape de
the tftw urs4rig tags similar to O)m above, pwyb&4*
A19 unce,Fa bric a it m s 4e Tru sses mam An e r,el truss)a s utKa�-,-,ne s cio-rehwzi;�o Restricn6r, Provide res-,airr-,and bracing br�,: Ftpp-1 11,irion.1
t ateral de miemlyr,securdarios c,-,,7 etiquetas smilatr,a ias a�-,lba 1 .using rows of4x2 stress-graded lumber 9,a c4n;of 10
CLR and Diagornal Bracing,or friteivalt or less,
Web Member Plarte Permanent building Stability Bracing to Transfer Wind&Seismic Forces
Arriostire de EstabilAdad Permanente del Edificio del Piano de Meembros Se<undarsos Para -zcnnecting the CLR,nto the rue specified. CLR at
diaphragm,or
Desplazar Fuerras de Viento y Fueraras Sismicas -adding Sbuctural Sheathing or Bracing spacing
S The web member restraint or reinfo,,cement specified on a TDD-.S required to rL-.St cackling Frames,or
under vertical loads,Additional restraint arid biacing is By r -some other equivalent meam the
typical, equzredtotransfeT lateral loads Tnw Deso
due to wind andfoi seismic forces,-his restraint and braong is hrpcalff�proradecl brj the Building povet estricincirt y amovire por: C�avwv
Designer. usanao Alas de 1x2 CLRrv&, n)grad
Uada Por es6uerza V Arriostre vaigo"J",
ta restrwoor a re&ierzo do miambms secunclarios eVec&&4j en an TDD es ro4jericic,a reststtr
eltorwrbalo cagas vieftAcAeks.Pestniccx5r, x-ecrardo el CLR af defiagna dej
echo,0
pasar cargas!ateri;Aes deWas a fuerzas L*werim y10 fjeaits sismicas.Esta rest.�XOC,y arrkis
es ri�icamente pwato W el Disegadio,del Eattioo, .ahadjen:f��Entablado Estruclarai o Arm
zanes;de Arttostre,o
52,�OQ'P,xe to foof Daphrign,' -agunos otn3saittodc-equtakoles.
We,to the TDD for the maxinturn assumed spacing for attachiing the Lateral Restraint the top
GOt dy-,rd of the supportrig miss.
mrr"A Rebereal=pairj &qefarla Restr�xir taretaia la
cuenda supersor d,4 fruss soportarite Cap
'i", Trusws
The TDO provicits the assumed thickness
of the restraint and mimrnum connection
requirements beween the cap and the CLR rK,.Amd only
Ka,�Ilip clar,l supporting truss or restraint
d B=ing'Fla"*or
ske."t;i,d 0-1 El TOD pr&vae ef grosor supi�de la
to d-tv Stiuclumlstearlh-
restrick.0n y Acts requisitos de corex4n
mirtimos enlre lacapa f,e4 truss sopo--write
Some Truss,Ptsigners provide oene-al o la restrtca6,.
='. rm"110,
design tables and details to assist the Build- SQing Rane
ing Designer in determining the Braing - \ 'V--of stfuctunit
V I tnd.all ptritaw.,it Dwgonali bating
required to transfer lateral bads clut to Locxit A Me*"Boll"ll�om rermanw Stea"
wind and/or seis-nic forces from the Cable CLA or as spected ty Vie Wadiig Vestmv supportiry
E d Framemito the roof andjor ceiling
diaphragm
Alilgunos 0,�eiadi:ires ce Trusses pro�,&.-n
Tablas y dela!k-s de citsel5ogew.ales,Para as"relDis&`l&do.,del fdfino en datemimarelAr-
nostre qvuerdo para poser cargas lateraies de&das a fue.rzas de viento y/c,fueaas si�micas W
Armaziiri Hastai al do6aqrivr def techo. To view a non-printing PDF of'his dooxnent,visit www.sbdndustry.corTVb3.
Para ver an PIDF de este dximento que w se puede imprimir vistira wAw sbcffd4stry.com1b3
TRUSS PLATE INSTITUTE
�-e- s 14.oft. St,Se,312-AL-rcl-,VA Z 2314
631X, 114 53719
703,45V3-101',-
RESTRICCION/ARRIOSTRE PERMANENTE DE LAS CUERDAS Y LOS MIEMBROS SECUNDARIOS
TRAMOS MAS DE K PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEJO.FOR FAVOR,SIEMPRE CONSULTE A UN PROFESIONAL DE DISENO REGISTRADO
law,
General detail for repair of broken webs, chords, and damaged or missing chord splices that meet the following conditions:
•Webs must be SPF or better and 2x6 or smaller. *Chords must be SPF or better and 2x6 or smaller.
• Scab must be the same size as the broken member. *Scab must be same grade or better as the broken member.
• No more than two broken or cracked members per truss. *Truss must be single ply.
• Perimeter of chord break area must be a minimum distance X from any heel or peak, and minimum of 6" away from any interior joint locations.
• Perimeter of web break area must be a minimum distance X from web joint.
C= Maximum length of damaged area (not to exceed 12"). S = Overall length of scab(shaded). Must be equal or greater than 2(X)+C.
X=Minimum length of scab at each end of break area.
Refer to following table for minimum length of scab,and minimum number of nails at each end of break area and maximum axial force of broken member.
For all lumber, plates,web bracing,etc., refer to original drawing sealed by Robbins Engineering, Inc.
*Apply all nails so as to avoid damaging of.lumber and loosening of plates at joints. Minimum end distance of 2"must be provided for all nails. 2x4 or ZX5 9CLBS
"Use 1 row of 1 Od common nails spaced 3 on center into 2x3 scabs. 2x3 SCATIS
*Use 2 rows of I Od common nails spaced 3"on center in each row and MINIMUM X MIN. NUMBER MAX. FOKE (Ibs) MINIMUM X MIN. NUMBER OFMA FORCE (1hes)
staggered into 2x4 and 2x5 scabs. DIKANCE OF HAIIS AT AT 1.15 IZAD DISTAHM NAII.9 AT EhCH AT 1.15 I=
*Use 3 rows of 1 Od common nails spaced 3"on center in each row and (in.) F-4M END OF DURATICH (in.) END OF BRW DURATION
staggered into 2x6 scabs. 14 4 460 10 4 460
NOTE:Apply scab to one face of truss using nailing as specified above. 20 6 690 16 8 920
If desired,two scabs may be applied,one to each face of truss;use 6" 26 B 920 22 1 12 1390
nail spacing if scabs are applied to each face. 32 10 1150 28 16 1840
381 12 1380 34 20 2300
44 14 1G10 40 24 2760
so 16 1040 46 28 2220
is 2070 S2 32 3680
ltf\"\ 62 20 2300 58 36 1 4140
69 22 2930 64 40 1 4GUG__
2xfi SCABS
C 12" moximum jr Knirgum X MIN. NIMER MAX. FORC E 0
EACH END OF LOAD DURATICN
jr DITrANCE OF NAIL5 AT (]Llos) AT 1.15
L
6 690
-N
12 1300
22 is 2070
4J$ E OF V
24 2750 1�0
16
- I% 0 '%7
213 3220
32
3690
36 32 &1
40 36 4140
44 40 4600
TOP AND BOTTOM CHORD 48 44 SC 60
\eo PITCHES VARY. 6W4 Par"EaV Blvd
52 18 am pa.F Lw",3A*�0
FL I CA,f 1.0.55!5�61
Truss manufacturer must be notified if field conditions do not match this general detail.
ROBEIM LOOK�Iw pown(20 go.9oN, otoo-Asrm A&"ss oroft 4o) Rabuir" wq..Co.boo-o m-opw'stow, to, the �Ik�of t—000, Designed By: MG
opo6od� both f`-7.4 1—to at occh 0�1t.Cr4w I"PkQ4&VroQ`U (�Od ""W P-4 t� t—kll' P*#*`to"a-01
oh�oth—;"by &d" (4) W L"M Otht�*dkWSG by co p�bAohoo by the T-so PW*�MRO#= WN064 D4"-S"1* 2M
ROBBINS took,;n oWft� por*W with the CPO"W hCRi2WtOfty*t th- Mod.*— W--"k,Wit P*,�" �" topo%"—tk—d 1. .0
pook o1W/W"IL?$- —94 k--I$W -*��PW# WROC' o'"' SO" ""*"od'"--11�14 pm- o'w-tl";'n to P�t I Checked By- PO
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Engineering Inc. Aic! wadwes or"-rpt�e4 ffi�rtl*�pko� Thf."ohr va* propor"im tw=ed ;� Via ot�o of 1h"tW4 or e#d Co".f"V�NOY N 1.the
oM Q@1W Sp�.*1-6—fo� Sir--C—ft W*w ot,tot owom.;� thet the destg�itoift �txrod too I&" Rev. Dote: 12/02/05
ona do Favo-in"' (AFPA). "Desir 59�0(1"U�fo� 09ht AWO P%ko &o" � o, tn"d he oo'uol 600d L—ft h1*0"d bY tho 111�WO MCI the
P.O.Sox 280035, T—p., rL 33687 Co�t*d Wood T—woo"(TPI),and HUD D0091 Cri(er;tt Fo� Tru2sed ft %�1"" ;vo" by 1h# 10-1 bott;'q —ft or hil"arkol co,hotic mowft wg. No: GD-69
FURNISH A COPY OF THtS DESIGN '0 ERECTION CONTRACTOR
1. iS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAB. TO REVIEW THIS DRWG. &
VERIFY THAT DATA INCLUDING DIM, & LOADS CONFORM TO ARCH PLAN/SPECS & rA8. TRUSS LAYOUTS.
PERMANENT WEB BRACING
SEE INSIDE DESIGN MANUAL FOR BCSI PERMANENT BRACING
INSTALLATION INSTRUCTIONS AND FOR FURTHER INFORMATION.
CONSULT THE ENGINEER OF RECORD FOR EXPLICIT INSTRUCTION
REGARDING PERMANENT BRACING.
CONTINUOUS LATERAL QQNTINUQU��LATEfIAL 13RACINO
BRACING (lX4)
lx4#3 HEM-FIR OR
BETTER CONTINUOUS LATERAL
BRACING TO BE EQUALLY SPACED,
ATTACH WITH(2) 8d NAILS.
BRACING MATERIAL TO BE SUPPLIED
AND ATTACHED AT BOTH ENDS
TO A SUITABLE SUPPORT BY
ERECTION CONTRACTOR.
,,or-T—BRACE T--URAC
THESE DETAILS APPLY TO 1.5"WIDE WOOD
TRUSSES.
W - USE A 2x4 T-BRACE IF THE TRUSS DESIGN
SPECIFIES ONE LATERAL BRACE(MID POINT
OF WEB).
s USE A 2x6 T-BRACE IF THE TRUSS DESIGN
SPECIFIES TWO LATERAL BRACES (AT THE
THIRD POINTS OF THE WEB).
9 USE A CONTINUOUS PIECE FOR THE
TBRACE, OF THE SAME GRADE AS THE WEB
AND COVERING AT LEAST 90%OF THE WEB
LENGTH.
CENTER THE T-BRACE ON THE WEB AND
f, 41
FASTEN WITH 10d COMMON NAILS SPACED 4"
ON CENTER.
it
uj
.0
Vly'
E
[Ak 9
WEB SCAB
BRACING KA13 BRACE
SCAB BRACE SAME SIZE, GRADE,
AND LENGTH AS WEB MEMBER.
ATTACH WITH 10d NAILS @ 4"O.C.
BRACING MATERIAL TO BE SUPPLIED
BY ERECTION CONTRACTOR.