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HomeMy WebLinkAboutFocus Homes TrussFocus Homes Focus Homes 4005 Maronda Way Sanford FL 32771 (407) 302-9877 Fax (407) 688-8522 Engineer/Architect of Record: Carl Brown P.E. 258 Southhall Lane, Suite 200 Maitland, FI 32751 FL PE # 66126 Engineer/Architect of Record: Luis Pablo Torres P.E. 258 Southhall Lane, Suite 200 Maitland, FL 32761 FL PE # 87864 ,Engineer/Architect'of Record: Scott A Lewkowski P.E. 258 Southhall Lane, Suite 200 Maitland, FL 32761 FL PE # 78760 Design Criteria: TPI Des( n: Matrix Analysis MiTek software PLAN JOB # LOT ADDRESS DIV/SUB MODEL FP010153 1-153 5602 SHANNON DRIVE, MLB/FP 186A32B H FORT PIERCE, FL 34950 1867 'A' This structure was designed in accordance with, and meets the requirements of TPI standards and the FLORIDA BUILDING CODE 7TH EDITION (2020) for 160 M.P.H. Wind Zone. Exposure C Truss loading is in accordance with ASCE 7-16, These trusses are designed for an enclosed building. With risk category !I. The Truss Engineering package for the above referenced site was generated by the FILE COPY Truss Designer/Architect/MiTek. I, the Delegated Truss Engineer for the above referenced lot Have reviewed the package and confirmed that it matches the physical and structural Parameters found on the set of permit drawings. Truss'ID Run.Date Drawing Truss ID Run Date Drawing Reviewed No. of Eng. 45 Reviewed Dwgs: r...,.....a-1 ••4.114crl)n I I I I ReefLnads- BCSI=B1 2008 TC Live: 16.0 psf TC Dead: 7.0 psf BC Live: 0.0 psf BC Dead: 10.0 psf B1.1 • , ; = :.2011, HIP TRUSS 02/09/09 H ;. VALLEY 12/07/09 'TOENAIL 02/09/Q9, '' ;n Total 33.0 psf TTBHIBCHECK 1 : '2014 . , • DurFac- Lbr: 1.25 DurFac- Pit: 1.25 O.C. Spacing: 24.0" 'H01, . 11/16/20 ,•a- " H02 • . ,-' ;`; .1'1716/20 "HU3 " 11/3blzu rlwl 1-unur 1­104` 1, , : + F'l l/16/20 TC Live: 40.0 psf TC Dead: 10.0 psf BC Live: 0.0 psf BC Dead: 5.0 psf H05 11/16/20 H06 11/16/20 HGR07A 11/16/20 J14 11/16/20 Total 55.0 psf J34 11/16/20 DurFac- Lbr. 1.00 DurFac- Pit: 1.00 O.C. Spacing: 24.0" J54 11/16/20 J74 11/16/20 J94 11/16/20 J114 11/16/20 :1 ;E rn F 0 is 0 1N61NlRRIN6.ASSOCIATI 250 Southtla6 Lang, SUIIo 200 Maitland, FL 32751 0! 321.972.001 R 407-BW2304 Cenificata Ot Authoraatlon No. 9161 0 CARLA BROWN, PE - FL 4 56126 t3 LUIS PABLO TORRES, PE - FL # 54 0 SCOTT A LEWKOWSKI, PE - 8760 J114N 11/16/20 J114S 11/16/20 JGR114 11/16/20 Vol .11/16/20 VG01 11/16/20 ,�% I?P$1.0 T I z �i `�\�.G E N • '4�',�' No 8 64 ' •: �_21ST TE OF INV # DESC QNTY : 050060.0110 JUS26 Z 050060.0047 060060.0049 THD28 THD28-2 a 060060.0106 HUS26 050060.0272 HUS179 a 050060.0058 THJ26 4 E MTHEE r1�i uR7�'siN �s Qrir coIEA °Fa E �y 050060.0312 HJC26-SK60 SEAT PLATES 111 FLOOR SEAT PLATES ®wl _ M E O 126 . INFORMATION BASED ON 160.0 MPH WINDLOAD. D L1.25 ALL PRESSURES WERE CALCULATED USING LATEMWFRSIC-C HYBRID WIND ASCE 7-16. NIND IbU.UmpH Vas =12 .0 mp i 2. PROVIDE TRUSS BRACING PER TRUSS SPA Cl— PA 24" O.C. I ENGINEERING AND BCSI 1-03. TRUSS PLACEMENT PLAN 48' 0" PLY . H04 I HO Ot .. H02 0 H04 H05 Fog G 0 - PLY 1 e a a n Vol 0 18' 8" 8 Em b F- b io F- FOCUS HOMES 3993 West First Street, Sanford, FL 32771 (� (407) 302-9871 LL 'USTOMER: FOCUS HOMES 10odel: 1867 LEVATION: A BASE BRAWN BY: M. Nuben RELEASE DATE: 11/16/2020 3ARAGE: LEFT En ENGINlERING.4SSOCIATl8 258 Southha8 Lane, Suite 200 A Maitland, FL 32751 0:321-972-0491 F:407-880.2304 Certificate Of Authorization No. 9161 ❑ CARL A. BROWN, PE - FL # 56pf 0 LUISrtlafD FV#A7864 ❑ `� l®f�r,1�1 VSl�! # 78750% J J�5 .+•�C E 1V S • ; Qom'•, z No 878 4 0 • L •• ST OF S74TH NGINEI:R'GE (n HLANS J ANDa FYY��DWE FL BU11.011 �$I QAt�L� EDFORTHE Z STRUCTURAL PO' IL AOFTHISDRAWING. Lll 0 CY LLI FLORIDA: W THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS OF SECTION R301 OF THE I—. FLORIDA BUILDING CODE 7th EDITION O (2020): RESIDENTIAL. ALL CONNECTORS HAVE BEEN CHECKED TO WITHSTAND ALL Z APPLICABLE LOADS AND DESIGN CRITERIA STATED ON THE COVER SHEET. OD DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING a TOB = TOP OF BEARING O TO = TOP CHORD BC = BOTTOM CHORD U LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS \ LOADS PER FBC & FRC /0 •NON -CONCURRENT BC LL 10psf w CONCURRENT BC STORAGE LL 20 psf a SHEET.- d TR1 ° 1) JOBSITE PACKAGE IMPORTANT DOCUMENTS ENCLOSED PLEASE REVIEW' AWARNING: The handling, storing, installing, restraining and diagonal bracing of structural building compo- nents requires specialized training, clearly implemented procedures, and careful planning and communication among the contrac- tor, crane operator and installation crew. Handling and installing components without appropriate training, planning and commu- nication 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 with clear spans of 60 feet or greater in length are very dangerous to install and may require complex 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 component 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 manufacturer. iADVERTENClA!; E/ manejo, a/macenamiento, instalacift restriccidn y arriostre diagonal de componentes estructura/es de construcd6n requieren entrenamiento especializada, procedimientos c/aramente implementados y p/anifrcaron y comunicacl6n clam entre el contratista, operador de grua, y los obreros de instalaci6n. El manejar a instalar los componentes sin entrenamlento suficiente, p/anifrcacOn y comunicacl6n adecuadas aumenta la probabilidad de un accidente que resulta en dareo a propiedad, herida seria o muerte. Antes de la instalacOn de componentes, los documentos adjuntos deben ser examinados y difundidos a todo el personal apro- plado, ademas del entrenamiento pertinente y un claro entendamiento del plan de instalaci6n, de todo requisito aplicable de la proteccl6n contra I& caida y de los requisites previstos de arriostre y restriccOn. La instalacl6n de trusses can tramos despejados y mas de 60 pies de largo es muy pe/igrosa y puede requiere el arriostre temporal y permanente complejo. Por favor, consulte a un Profesional de Disen"o Registrado. Examine la estructura, el sistema armaz6n estructural de edificio, ubicaciones de soporte a las conditions de instalacOn cor- respondientes y comenzar con /a instalaci6n de los componentes solo despues de haber.corregido toda condlci6n insatisfactoria. No torte, modifique ni repare los componentes y informe cualquier dan"o descublerto antes de proceder a la instalacl6n. Los documentos adjuntos se ofrecen solamente como directrices minimas. Nada de 16 incluido en este paquete debe interp- retarse de manera que exceda el alcance de /a responsabilidad del fabricante de componentes, ni en forma ta/ que imponga responsabilidades adicionales sobre este. To view a non -printing. PDF of this document, visit www.sbcindustry.com/mobsitecs. The text appearing below has been paraphrased. and reproduced. from ANSI/TPI 1-2007, Chapter 2, with•permission from the publisher,.; the Truss Plate Institute (TPI) (www.tuinst.org). For reference, the numbers in parentheses refer to specific ANSI/TPI i sections. Refer to ANSI/TPI 1 Chapter 2 for .complete 'text and definitions. For information on design responsibilities contact your Component Manufacturer or SBCA at 608/274-4849 or www.sbcandusta.com. 7NSTRUCTTON RELAM The Contractor shall not proceed with the truss installation until the Truss Submittal Package has been reviewed by the Building Designer (2.3.4.3/2.4.4.3). The Building Designer shall review theTrussSubmittal Package for compatibility with the building design. All such submittals shall include a notation indicating that they have been reviewed and whether or not they have been found to be in general conformance with the design of the building (2.3.2.3/2.4.2.3). The method of Permanent Individual Truss Member Restraint/Bracing and the method of anchoring or restraining to prevent lateral move-: ment of all truss members acting together as a system shall be accomplished by: (a) standard 'industry Lateral 'Restraint and Diagonal Bracing details in accordance with ' BCSI-B3 and/or. SCSI-137 (2.3.3.1.1/2.4.3.1.1), (b) Permanent Individual Truss Member Restraint shall be permitted to be replaced with reinforcement designed to prevent buckling (e.g., buckling reinforcement by T reinforcement or L-rein- forcement, proprietary reinforcement, etc.) (2.3.3.1.2/2.4.3.1.2); or a project specific truss member permanent lateral restraint/brac- ing •design for the roof or floor Framing Structural System shall be permitted to be specified ,by any Building Designer (2.3.3.1.3/2.4.3.1.3). The method of Permanent Individual Truss Member Restraint and Diagonal Bracing for the truss top chord, bottom chord, and web members shall be permitted to be specified by any Building Designer (2.3.3.2/2.4.3.2). If a specific truss member permanent bracing design' for the roof or floor Framing Structural System is not provided by the Owner or any Building Designer, the method of Permanent Individual Truss Member Restraint and Diagonal Bracing for the truss top chord, bottom chord, and web members shall be in, accordance with BCSI-B3 or BCSI-67 (2.3.3.3/2.4.3.3). The Contractor is responsible for the construction means, methods, techniques, sequences, procedures, programs, and safety in connection with the receipt, storage, handling, installation, restraining, and bracing of the trusses (2.3.4.4/2.4.4.4). The Contractor shall ensure that the build- ing support conditions are of sufficient strength and stability to accommodate the loads applied during the truss installation process. Truss instal- lation shall comply with installation tolerances shown in BCSI-Bi. Temporary Installation Restraint/Bracing for the truss system and the permanent truss system Lateral Restraint and Diagonal Bracing for, the completed building and any other construction work related directly or indirectly to the trusses shall be installed by the Contactor. in accordance with the Construction Documents and/or the Truss Submittal Package (2.3.4.5/2.4.4.5). The Contractor shall examine the trusses delivered to the job site and after the trusses are erected and installed for dislodged or missing connectors, cracked, dislodged or broken members, or any other damage that may impair the structural integrity of the truss(2.3.4.6-2.3.4.7/2.4.4.6-2.4.4.7). In the event that damage to a truss is discovered that would likely impair the structural Integrity of the truss, the Contractor shall ensure that the truss not be erected or thatany area within the building supported by any such truss already erected shall be appropriately shored or supported to prevent further damage from occurring and shall remain clear and free of any load imposed -by people, plumbing, electrical, mechanical, bridging, bracing, etc. until field repairs have been properly completed (2.3.4.8/2.4.4.8). In the event of damage, the Contractor shall contact the Truss Manufacturer to determine an adequate field repair and construct the field repair in accordance with the written instructions and details provided by any Registered Design Professional (2.3.4.9/2.4.4.9). 1:1�1•�•yu1_1►1U7��Nlll:�q;ayq.71�7►1.7�:f1A��la. Where required by the Construction Documents or Contract, Legal `Requirements or the Building Official, the '(Puss Manufacturer shall provide the appropriate Truss Submittal Package, including the Truss Design Drawings,,a Truss Placement Diagram, and the required. Permanent Individual Truss Member Restraint and the method to be used (2.3.6.5/2.4.6.5) to one or more of the following:•• Building Official; Building Designer and/or Contractor for review and/or approval (2.3.6.7/2.4.6.7). The Truss Manufacturer shall also be allowed to provide detail drawings to the Contractor to document special application conditions (2.3.6.6/2.4.6.6). The Truss Placement Diagram identifies the assumed location for each individually designated truss and references the corresponding Truss Design Drawing. The Truss Placement Diagram shall be permitted to include identifying marks for other products Including Structural Elements, so that they may be more easily identified by the Contractor during field erection (2.3.6.4/2.4.6.4). When the Truss Placement Diagram serves only as a guide for truss installation,, it does not require the seal of the Truss Design Engineer (2.3.5.4/2.3.6.4/2.4.5.3). In preparing the Truss Submittal Package; the Truss Manufacturer shall be permitted to rely on the accuracy and completeness of information furnished in the Construction Documents or otherwise furnished in writing by the Building Designer and/or Contractor (2,3.6.8/2.4.6.8). The Truss Manufacturer shall determine the fabrication tolerance to be used in the truss design (2.3.6.9/2.4.6.9) and manufacture the trusses in accordance with the final Truss Design Drawings, using the quality criteria required by ANSI/TPI 1-2007 (2.3.6.10/2.4.6.10). Structural Building risocc Components Association 60.81274-4849 - sbcinddstr .corn r Copyright© 200372013 JobsiteCS 130318 A @6=0 e=2 Use special care In windy weather or near power lines and airports. grog and hoisting Para levant e equipment. improvisar. General 'Notes. Notes Ge larahm Trusses are not marked in any way to identify the Los trusses no est2n Mercedes de ningun made qua frequency or location of temporary lateral restraint identifique Is Gecuencia o lacal&adiln de restrind6n and diagonal bracing. Follow the recommendations lateral y aniosbe diagonal lemporales. Use las for handling, Installing and temporary restraining recomendaclones de manejo, Instalacldn, nestdod6n and bracing of trusses. Refer to BCSI — Guide to y ardostre temporal de las busses. Vea el fofieto BCSI Good Practice for Handling. Installing. Restraining — Gufa de Buena Prdd/ca Para at Manelo. Instated6n. & Bracing of Metal Plate Connected Wood ResMcct6n or Anioshe de Los Tmsses de Madera Trusses"' for more detailed information. Conectados con Places de Metal" pare Inlormad6n Truss Design Drawings may specify locations of Mks detallada. permanent lateral restraint or reinforcement for Los dibujas de diseffo de las trusses pueden especificar individual truss members. Refer to the BCSI-133— las local¢adones de restriccibn lateral permanents o for more information. Ali other permanent bracing refuerzo an las mlembms Individuales del truss. Vea design is the responsibility of the building designer- la hpja resurran 8CSI.83— pars Inds inhnnacida. R resto de, Los Aserlos de atriostres permamnles son la responsab,Fdid del dlsedadordef edlficfo. --` AWARNING The consequences of Improper handling, erecting, installing, restraining and bracing can result In a collapse of the structure, or worse, serious personal ir¢ury or death. IADVERTENCIAI El resultodorra car uaaoeju, levantamlento, Instalaci6n, restriecfdn yardsotm Incorrecto puede serla catda de fa estnrctura o atin peor, heridos o muertos. AC§GN94 @M Exercise tare when remov- Ing banding and handling trusses to avoid damaging trusses and prevent injury- Wear personal protective equipment for the ayes, feet, hands and head when workng with trusses. #ddnlJvMZ-YI U811ce cautela at qulter las ateduras o /os pedazos de metal de sujelar pat eviler daflo a Ids trusses y prevenlr la heride personal. Lleve at equipq protectivo personal pare ojos, pies, manes y cabezo cuando trabaja con trusses. r.� Udlice culdedo espedalen dies ventosas o cerca de cables ol6ctricos o de Handlin — Manej 1 tom Avoid lateral bending. Spreader bar Evite Is gaxf6n lateral. fbr truss EThecontractor 'X is responsible for properly receiving, unloading and staring " O O the Noses at The )obsite. Unload trusses to smoolh 3udace to prevail damage. '-Y) Use proper rig- Use equipoapropisdo El cortratisra time la responsabdilad de recibic desrxrgar y ainravenar adecuadavrenle las Pusses en to obra. Descarque /os trusses en fa tierratiso parn pravanir ni datio LY' Trusses may be unloaded dl:actly (n the ground a: (S) 60 NOT store PJO ahnacats unbraeed ba idles verlicahmerYe las the tine of delivery or stored tempoarily in contoct I1011pht. fro SSHS suelos. ..41, e,e s.o,,,,d oaer dorl.ery, If u— — - 1— stored for more than one week, plate Nuckireof a, sufficient height beneath the stack of trusses 2t8' (2.4 m) to 10' (3 m) on -center (o.c.) Los musses pueden ser descargades• dlrecla• ' mente on et smell an squat momeNo de entrega o almacenados temporslmente an contacin cm) at suelo despuds de entrega. Silos busses eslardn t guardedos pare mils de una Samara• pangM blPqueando da detrds toON,;, alfum sufidente rie de Los trusses a 8 hasta 10 ples en centres fare ® ' : °>'?r •'?; ;r For trusses stored for more than one week, cover ,,,,»;r.:]",•;;3�rn'.tt3t, �- _s'': bundles to protect from the environment. Para trusses guardados porm3s de una samana. © •D4 NOT store on NO alnII10c"e OTT lieu=. cubes IDS paqueles pare protegerios del ambiente. unevanground, deslgval. Refer to BCSI"' for more detailed Information per- r ;, `•:l•;:..,. twining to handling andjobsite storage of trusses.{ Yea el tolleto SCSI— pare tntormach'n mzs da ,?I- tads sabre at manejo yafmacenado des !os Trusses �4yrli an drea de trabeid. ...,,..., ..,, ;°. 1`KM Hoisting and Placement of Truss Bundles Recomendaciones Para Levantar Paquetes de Thmos G DON'T overload the crane. NO sobrecargue, Is gr6a. t9 NEVER use banding to lift a bundle. a NUNCA use las ateduras pare 16venfar un paquefe. Asingle lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 rm) and parallel chord trusses up to 30' (9.1 in). .� Use of least two lift points for bundles of top chord pitch muses up to 69 (18.3 m) and paral- A :Y-'r1:<P.tt:o»: nn nn, nvArinAd A I;,pnnino lel chard trusses up to 45' (13.7 m). Use at least structure with truss bundle. three tAt points for bundles of top chord pitch trusses >60' (18.3m) and parallel chord trusses fADVERTENCIAI No sobrecergue Is eshuctura apoyada con ei paquete de Puede user un solo lugar de levantar pare busses. paquo'as de busses de Is cuerda superior haste `� Place truss bundles In stable position. 45'y trusses de cuerdes paralelas de 30' o Puse paquetes de trusses on una menos. posldbn eatable. Use por to menos dos punlos de levanfar con D-pne de trusses de cuerda superior Indlnada hasta 60'y trusses de cuerdas paralelas haste 45' Use por to menos dos punlos de levantar con grrpos de trusses de cuerda superfor indinada mas de 60' y trusses de cuerdas parafelas mas de 45. Mechanical Hoisting Recommendations for Single Trusses Recomendaciones Para Levantar Tirusses Individual es o Using a single pick -point at the peak can damage the truss. l ! use de un solo lugar on at pica, pare /evantar puede hater daBo at truss. A.. Approx. 1/2 Tegline truss length TRUSSES UP TO 30- (9.1 m) TRUSSES HASTA 30 PIES reeds bar Toe-_ Ins Laceto Spreader her 1dt(3 m) above or etillhack o.c. max. Spreader her 1/2 to I Md•helg Tagline W truss l9ngth TRUSSES UP TO 60' (19.3 TRUSSES HASTA 60 PIES Q Hold each truss in position with the erect on 1 _ s y4 truss lengmto equipment until top chord temporary lateral Teg Me restraint is installed and the truss is fastened TRUSSES UP TO AND OVER 60' (ta.J m1 to the bearing points. TRUSSES HASTAT SOERE 60 PIES Sostenga coda truss on posld6n con equlpo de grila hasty quo /a resWccl6n lateral temporal de la cuarda superior est6 instalado y el truss est6 asegurado an los soportes. installation of Single Trusses by Hand Recommendacciones de Levantamiento de 7busses Indivirduales Par La Nano L° ! Trusses 20' - - - ® Trusses 30' - `1t toe m) or ' (8.1 m) or less, r less, support support at near peak. quarter points. 'Sopode Saporta de cerca al pica, /as cuartos JO 20 piges o I E- Trusses up to 20' -►1 do trusses de1181710 l S 1 E Tru (ees(up to 30' � 1 do (6.1 m) inarros. Trusses haste 20 pies pies o menos. Trusses hasta 30 pies , applorary Restraint 8c Br. fties#r_iccion y Arriostre TJ�mpvral 9 Refer to BCSI-B2—for more information. Top Chord Temporary Vea eiresumen BCSI-B2— pare mas Informacl6n. Lateral Restraint (TCTLR) (' I Locate ground braces for first truss dlrectiy in line 2A min. with Dg rows of top chord temporary lateral restraint (see table in the next column). s 2'o.c., tYD• Cofogaa Jos arriosfros do tlerra pars el primer truss efreclamonte en Linea con coda una de las Ras ie restdcd6n lateral temporal de to cuerda =90. Brace first aupdfAr(vea la labla en fa pr6aima column). truss securely ( DR.)d0 t' walk an unbraced trusses. before NO. erection a( a'nrine.sn trusses suelltu. ♦— additional Q 00 TOO-• stand on truss overhangs until trusses. Structural Sheathing has been applied to )he truss and overhangs. . NO se pare en vo/adizos cerchas haste Revestimlanto estructura/ he side aplicado a la amradura y voladlzos. Steps to Setting Trusses �f Las Medidas de la Instalad6n .de las Tmss.. Q 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below), 4) Install top chard diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses sea below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). Repeat process with groups of four trusses until all trusses are set. 1 lnstale los ardosbss de fferm. 2) lnstale el pdmere buss y ate seguramente al ardosbe de (!errs. 3I Instals los pr"mos 4 busses con restdccl6n lateral tempporal de m/embro corto (vea aba)o). 4) lnstale el arriostre diagonal de Is cuerda superfor (vea aba/o). 6) Instate anlosUre dfegonaf are los plans de los mlembros secundarios para estabilks ios pr(maros cinco busses (vea aba)o).6) Instate Is restriccitin lateral temporal y arrios(ro diagonal parr Is cuerda Interior (vea aba)o). 7) Repit s Este proced/miento an grupos de cuatro busses haste quo todos los trusses ast6n instalados. Refer to SCSI-132••• for more Information. We at headmen BCSI-B2- pam mSs lnformad6n. Restraint/Bracing for All Planes of Trusses Resiricci6n/Arriosltre Para Todos Pianos de Trusses Q Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress -graded lumber. Attach to each truss with at least 2-10d (0.128x3'), 2-12d (0.128x3.25') or 2-1 ed (0.131x3.5') nails. to maders 20 deslfloade parestrds as Is madera minlma uUftda pare restdaldn lateral y aniosbamfento di- agonal. Atadas a cads braguero con at mfnlmo 2 doves 10d (0.12847, 12d (0.128x3.25') o 16d (0.13145'). Q This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este m6todo de msMcd6n y ardosbe as pare todo busses exeepto trusses de cuerdes paralelas (PCTs) 3x2 y4x2 Vea to parts, superior de to columns pars Ia restdccldin y arriostre temporal de PCTs. e s - l unon - r 11=011A 0I/0OOW10 Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaclamlento del Arriostre Temporal de is Cuerdo Supedor Up to 30' 10' (3 m) O.C. max. (9.1 m) 30' (9A m) - 8' (2.4 m) o.c. max. 45' 13.7 m 45' (13.7 m) - 6' (1.8 m) O.C. max. 60' 18.3 m 60' (18.3 m)- 4' (1.2 m) o.c, max. 80' (24.4 m)' 'Consult a Registered Design Professional for trusses longer than 60' (18.3 m). 'Consults a un Pmiasskmal Regissgdo de Died& pang trusses muls de 60 pies. Q See BCSI-B2•'• for TCTLR options. Vea el BCSI-82- pane las, opdones de TCTLR. Refer to BCSI-B3"' for Gable End Frame restralnt(bracing/r.-,q�ulrd reinforcement irdortnatiort. Para informacl6n sobre resbiccOntTCTLR arrlostre/rehrerzo pans Armazones Hastiales vea at resumen BCSI-B3- Note: Ground bracing not shown for clarity. Q Repeat diagonal braces for each set of 4 trusses. asupport s) Replta los arrlsotres dlagonales Para cada grupo de 4 trusses. Section A -A 2) WEB MEMBER PLANE - PLANO DELOS MIEMBROS SECUNDAR/OS MM LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT ILA RESTR/CC16N LATERAL Y EL ARR/OSTRE DIAGONAL SON MUYIMPORTAN7iS! r Dlatfonal 10' (3 m) -15' (4.6 m) max. 1- .-.- Same� .- .- Same spacing as bottom chord Note: Some chord and web members lateral restraint not shown for clarity. Diagonal braces every 10 truss spaces 20' (6.1 m) max. Restraint & Bracing for 3x2 and 4x2 Parallel Chord Trusses Reshicci6e y Arriestre Para Susses de Caerdas Pamielas 3x2 y 4x2 10' (3 in) or Diagonal bracing Repeat diagonal bracing Refer to 15' 4.6 m every 15 truss spaces 30' BCSI.87"• for more � 19,1 col mar. Information. Vea at resumen BCSI-137'•• para miss infornacitin. Apply diagonal brace i vertical 5 2'o.c., typ. webs at end of cantlever and at bearing locations. All lateral restraints lapped at least two trusses. `Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and IV (4.6 m) o.c. for 41d chords. !Us1W11n - Out -of -Plane Q Tolerances for Out -of -Plane. Out -of -Plumb Max. Bow Truss Length Toleranclas pare Fuemde-Plano. Max Bow u M Length �LI T I I D/50 D (R•) 3/4' 19 mm 12.5' 3.8 m 1/4' 6 mm 1' 0.3 m 7/6° 22 mm 14.6' 4.5 m 1f2' 2' 1' 18.T Max Bow o ; 13 mm 0.8 m 25 ram 5.1 m 3/4' 3' 1.4/8- 18.8' •. •----.---..---_. _ . o plumb 19 mm 0.9 m 29 mm 5.7 m ' ./line Q Tolerances for I i 1• 25 mm 4' 12 m 1-1/4' 32 mm 20.8' 6.3 m Outot Plumb. 1-1/4' 6' 1-3/81 22.9' To/eranclas para D/50 max Fuem-de-P/omada. 32 mm 1.5 m 35 mm .0 m 1-112' 38 mm 6' 11M 1-1/2' 38 mm 25.0' .6 in 1.3/4' 7' 1-3/a° 292' Construction Loadin Callya De Constmeci-en 45 mm 2.m 1 45 ram 8.9 m 51 mm Zs, m 51 ram 10 1 m DO NOT proceed with construction unlit all lateral restraint and bracing Is securely and properly in place. NO proceda con le consbuccidn hasta quo todas las mstdo- clones tolerates y los ardostres eatdn cofocados an forma aproplad s y segum. DO NOT exceed maximum stack heights. Refer to BCSI-134'•e for more information. 8° (203 ram) NO excedo las allures m6xlmas de mont6n. Vea el resumen BCSi-B4""pam rods informad6n. Concrete Block NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA spite los matertales testa de un plcs, a centro de la luz, an cantilevers o aleros. DO NOT overload small groups or single trusses. tt NO sobrecargue pequeffos gmpos o trusses Indlvlduales. Q Place loads over as many trusses as possible. Co/oque las cargos sobre tonics busses como sea posib/e. Q Position loads overload bearing walls. Coloque las cargas sobre las parades soportantes. Alterations - Ai leraciones Refer to BCSI-85."• Truss bracing not drown forcladty. Vea el resumen BCSI-B5.- DO NOT cut, after, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO carte, offers o per(om ning6n mlembno esbuctural de un truss, a menos quo esid especf0camente permltido an el otbu)o del dise/io OMN� del buss. Trusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Tresses quo as han sobrecaigado duranle la construction o han sido alterados Trsin la autor- izacl6n provia del Fabrfcante de Trusses, pueden hater nuld y sin efecto /a garanthe limiteda del Fabdcante de Trusses. -Comadthe component Manuhnr etufor man Information or consult a Registered Design Prolesslonet for asslatants. To Waw a non•pblIng PDF clods documem, visit sbdndustryowNbt. NOTE: The bum manufacturer and trues deelgnor rely on the presumption that the contractor and crane operator (if applicable) ere professionals with the cepablUty to undertake Me work they have agreed to do on any given project If the contactor believes It needs asesumoe In some aspect of the construction project, It should seek asshromoo from a competem patty. The methods and procedures outlined In tilsdocoment am Wanded to enure thatthe ovamn construction techniques employed wWputthe trusses into place SAFELY. These recommendations for handing, inmifir�g, restraining and bracing busses ere based upon the collective experience of leading personnel Involved with truss design, manufacture anti Installation, but must due to the nature of responsibifites Imolved, be presented only as a GUIDE for use by a qualified bustling designer w contractor. It Is not Intended Mat these recommendations be Imerprote0 as wpedorto the building designees design specification for handling, Instaging, restraining and bracing busses and it does not preclude the use of other equlvalem methods far restrelning/bracing and providing stability fwthe walls, columns, floors, roofs and all the trrtenelatmd structure! building components as determined by the contractor. Thus, SBCA and TPI expressly dWcWm any responsibility for damages arising from the use, application, w raganco on the recommendations and Information contained herein. SBC, soasrnwconn TRUSS PLATE INSTITUTE 6300 Enterprise Lane - Madison, VA 53719 218 N. Lee St, Stu. 312 ° Alexandria, VA22314 For Trusses Up to 2'-0" On -Center and 80'-0" in Length Para Trusses Rasta 2 Pies En,CBntro y Rasta 80 Pies De Longillud A WARNING Spans over 60' require more complex temporary installation restraint/bracing. Consult a registered design professional. /ADVERTENCIAI Los tramos mds de 60 pies requieren restricci6n/arriostre de insta- laci6n temporal m6s complejo. Consulte a un profesional registrado de diseno. ® DANGER Disregarding handling, installing, restraining and bracing safety recommendations is the principal cause of truss erectionfinstallation accidents. PELIGRO El no seguir las recomendaciones de manejo, instalacion, restriccOn y ardo- stre es la causa principal de Jos accidentes durante la ereccOn/instalacl6n de trusses. Lateral restraint is NOT Diagonal I adequate without diagonal bracing. bracing La Restriccl6n Lateral NO es adec- Lateral restraint uada sin elArriostre Diagonal. Q Always diagonally brace for safety! iSiempre ardostre diagonalmente para seguridadl Ma>Idmum Spacing For Top. Chord Temporary Lateral .Restraint (TCTLR) El' Espaciamiento Maximo Para La Restriction Lateral r mporal De La Caerda. Superior (TCTLR) The graphic at left shows the maximum on -center spacing (see - at left) of TCTLR based on truss span from the table in Step 2 on page 2. • Ground bracing not shown for clarity. • Apply diagonal bracing or structural sheathing immediately. For spans over 60' applying structural sheathing immediately is the preferred method. El dibujo a la izquierda muestra el espaciamiento m"mo en el centro (vea - a la Jzquierda) del TCTLR basado en los tramos de trusses de /a tabla en el Paso 2 an la p6gin 2. • No se muestra el an-Jostre de Uerra para claddad. •Aplique inmediatamente elArdostre Diagonal o el Entablado Estruc- tural (structural sheathing). Para tramos m6s de 60 pies el m6todo preferido es entablarlos inmediatamente. Check These Items Before Starting Truss ErectioMnstallation and Correct as Needed Revise ESWS Pantos Antes De Empezar,La Ereccion/lnstalacion y Corrijalos Caande Es Necesario Q Building dimensions match the construction documents. Las dimensiones del edificio concuerdan con los documentos de construcc/6n. Q Bearing supports (e.g., walls, columns, headers, beams, etc.) are accurately and securely installed, plumb and properly braced. Los soportes que sost/enen cargas (ej., paredes, columns, vigas de cabezera, vigas, etc6tera) son instalados seguramente y con precisi6n, y son nivelados y ardostrados apropiadamente. Q Hangers, tie -downs, restraint and bracing materials are on site and accessible. Los colgadores (hangers), soportes de anclaje (tie -downs) y materiales de restriccOn y ardostre est6n accesibles en la obra. Q Erection/installation crew is aware of installation plan and lateral restraintidiagonal bracing requirements. El personal de ereccOnrnstalacl6n es consciente del plan de instalaci6n y los requisitos de restriccOn/arriostre. Q Multi -ply trusses, including girders, are correctly fastened together prior to lifting into place. Los trusses de varlas capas, incluyendo travesanos, son fljados juntos cor- rectamente antes de levantarlos en lugar. Q Any truss damage is reported to truss manufacturer. Refer to BCSI-B5 - Do not install damaged trusses unless instructed to do so by the building design- er, truss designer or truss manufacturer. Algdn dafio a los trusses ha sido reportado al fabricante de trusses. Ilea el resumen BCSAB5.— No instale trusses dan"ados a menos que se dijeren el disenador del edificio, el disenador del truss o el fabricante del truss. Q Trusses are the correct dimension. Los trusses son la dimensi6n con'ecta. .Tops of bearing supports are flat, level and at the correct elevation. La parte superior de Jos soportes de cojinete son plans, niveladas y a la elevacl6n correcta. Q Jobsite is clean and neat, and free of obstructions. La obra esta limpia, ordenada y sin obstrucciones. Q Ground bracing procedure for first truss is based on site and building configuration. El procedimiento deArrlostre de Tlerra para el primer truss es basado en el terreno y la confrguraci6n del edificio. Interior If ground level is too far from truss for exterior .4/7ground bracing, use interior ground bracing. Si el nivel del ternsno es demaslado lejos para usarAmostre de Tierra Exterior exterior, use Ardostre de Tierra interior. Memp 160209 TRUSS 9111STAL°L./ATIOM & TEMPORARY RESTRAUMT/L3L8t>1 CDOG ;S#eps to Setting Was'ses. ". ; Pasos',Para El Monfaje De '1lraisses 1 Establish Ground Bracing Piocedurea-Exterior or -interior ■ Establezca el Procedlmlento de Arriostre de Tierra: Exterior o Interior Feat truss (or gable Fbattn= and rmm)dbraced brand paupdtruasss Atdchground armsottnmass 2x-brocing(orendladolnahipad Ground brmv ftW toendvmllby _ appuedon) 'brow nWga2t di+gonal blccft. typ. Ground brow Ground varenl Mach brow vaNn! marobero to wag Braced trrrea (or - .�-- ghdorfNaa In Np appliwllon) : Ground :f brow cunDnd d"anal Ground brave latail propady brae" wall with Gd"n RdgrmuW ♦�aneadeM sparpanmalar� Sward easy WWII - Bats am '"Wd HortrgMalaememberasachcdto W21%a� Backup ground Us No nW even Note: aecond Booraystom shwa-� aanbar End dlaMal Fhsteosr-)► shell have adequaa wpackto •., su Aarwahomgroundbrsaa. Wes murM, atYwa brow EXTERIOR GROUND BRACING � � K 7�5 {��' �INi'ERIORriGROUND9RACINGi" � fx �i OR BRA O D .. ,. ARRIOSTREDE7rERRAEKTERIOR. DEr1fERMiNTERIOR 2 Determine the Locations for TCTLR and Ground Braces . ■ Determine las Ubicacianes para TCTLIR y los Arriiestnes de ' Tierra [� Use truss span to determine spacing for top chord temporary lateral restraint (TCTLR) from table at right. Use el tramo del truss pare determinar el espaciamiento pare restriccOn lateral temporal de la cuerda superior (TCTLR) en la table a la derecha. Sol. > V (add aTCTM) e e piWh break V.S. V-6. 51-6' 6'•to' 3'�' 4'd° 9r--0 a n [� Locate additional TCTLR at each pitch break. Localice TCTLR adiclonal en cada rotura de Inclinaci6n. 21 Locate additional TCTLR over bearings If the heel height is 10" or greater. Locallice TCTLR adiclonal sobs; los soportes si la altura del tal6n (heel height) es de 10 pulgadas o Mils. 10' or greater Truss attachment required at support(s) Maximum Top Chord Temporary Lateral Restraint Spacing" Truss Span TCTLR Spacing Up to 30' 10' on -center maximum 30' - 45' 8' on -center maximum 45'-60' 6'on-center maximum 60' - 80" 4' on -center maximum *Consult a reglatered design pratersslonal for trusses longer than 60% "For trusses spaced greater than 2' o.c., see also BCSI-910. TCTLR, typ. TCTLR, typ. mua 9paa Ground brace vertical, typ. [✓J Locate a ground brace vertical at each TCTLR location. Locallce una vertical de arriostre de derra en cada lugar de TCTLR. 3 Set First Truss and Fasten Securely to Ground Braces ■ Coloque el Primer Tirass •y Fiiele seguramente a los Arriostnes de Tierra Q Set first truss (or gable end frame) 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 hasdal) y fgelo seguramente a las verticales de arriostre de Berra y a la pared, o como se didge e/ disefiador del edific/o. Ejemplos del primer truss Instalado Incluyen: 0 WOWO r7 First truss must be attached securely to all bearings and to all required ground braces prior to removing the hoisting supports. QZ U1VM�d El primer truss dene qua ser sujetado seguramente a todos soportes y a todas arriostres de tlerra requeddos, antes de quitar los soportes de levantamiento. TRUSS 1IMSTALLATUOM & TEMPORARY R ESTRADMT/BRACUMIG 4 Set Trusses 2, 3, 4 & 5 with TCTLR in Line with Ground Bracing - ■ Waque las W usses 2, 3, 4 y S can TCTLR en Linea can las Arriestres de Tierra Q Attach trusses securely at all bearings, shimming bearings as necessary. Examples of first five trusses set include: Sujete seguramente los trusses a todos Jos soportes, rellenar s6lidamente los soportes como sea necesado. Ejemplos de los primeros cinco trusses colooados incluyen: See options below See options below See options below EXTERIOR GROUND BRACING "; "� ' < - a ARRIOSTRE DE TIERRA'EXTERIOR �r+k�?•�r, gRR/OSTREOEirI_ERRA�IH7EFIOR S GR C G PARID The following three (3) Short Member Temporary Lateral Restraint options require that the diagonal bracing be Installed continuously. See figure for Option B in Step 8 on page 5. Las siguientes tres opciones para Jnstalar la RestriccOn Lateral Temporal de Jos Miembros Cortos requieren quo el arriostre diagonal esW insialado continuamente. Vea la fgura de Opci6n B en el Paso 8 en la pagina 5. Option 1 Short member temporary lateral restraint installed on top of trusses Opc16n 1 Restriccidn lateral temporal de los miembros cortos instalados encima de trusses 271+ 1'/z" minimum �--� end distance 1 % pulgadas distancia de extremo minima Trusses @ 24" on -center Diagonal bracing, typ. 2 nails at every connection 2 clavos an cada conewn Do not use split members. 22%: No use miembros rajados. Option 2 Short member temporary lateral restraint installed . between trusses Opcl6n 2 Restriccf6n lateral temporal de los miembros cortos Instalados entre trusses Use 2-16d deformed shank nails minimum, at each restraint -to -truss connection. Use Como minimo 2-1 Bd clavos largos (shank nails) an Do not use split Cade conexd6n de restriccOn- members. a -truss. No use miembros Diagonal rajados. r �� bracing, typ. Trusses @ 24" on -center Option 3 Proprietary.metal restraint products• Opc16n 3 Productos de metal para restriccl6n patentados` These products are specifically designed to provide lateral restraint and are not just for spacing. See manufacturer's specifications. ` Estos productos son diseriados especlticamente para proveer restriccl6n lateral y no son solamente pare espactamiento. Vea las especiflcaciones del Diagonal bracing, typ. Trusses @ 24" on -center A QMMW Each truss must be attached securely at all bearing locations and all TCTLR installed before removing the hoisting supports. Cada truss tiene que ser sujetado seguramente en todas ubicaciones de soportes y todas las TCTLR instaladas antes de quitar los soportes de levantar. LATERAL RESTRAINT/BRACING MATERIAL AND CONNECTIONS CONNEWONES V MATERIALES DE RESTRIC06N/ARRIOSTRE LATERAL Q Minimum size of bracing and lateral restraint material is 2x4 stress -graded lumber or approved proprietary metal restraint/bracing, unless otherwise specified by the building designer. El tamafio del material de restriccOn lateral y arriostre debe ser por to menos 2x4 madera graduada por esfuerzo o restriccOn/arriostre de metal patentado aprobado, a menos que especirique el dise►iador del edifrcio. Q All bracing and lateral restraint members must be connected to each truss with at least 2 nails (see minimum sizes shown below), except for the short member restraints shown in Step 4, Option 2 (see above), which require 2-16d deformed -shank (i.e., ring- or screw -shank) nails. Todos Jos miembros de restricci6n lateral y arrostre tienen que ser conectados a cada truss con un minimo de 2 clavos (ver los taman-os minimos mostrados abajo) excepto para las restricciones de miembros cortos mostrados en el Paso 4, Opc16n 2 (vea ardba), cuales requieren 2-16d clavos con largos desformados (Ej. Largos de anillos o tomillos). Q Drive nails flush. If the temporary restraint and bracing is to be removed when the per- 10d (0.128x3") manent bracing is installed, use double -headed nails for ease of removal. 12d (0.128x3.25") Cleve Jos clavos al raso. Si la restricci6n y arriostre temporal sera quitado al instalacid 16d (0.131 x3.5") del arriostre permanente, use clavos de dos cabezas para quitartos mas facilmente. BCSI-82 SUD@fdiilllARY SWEET Install 'Tbp Chord Diagonal Bracing ■ Instale El Arriostreblagenal-de Ia Cuerda Superior 0 Attach diagonal bracing to the first five trusses. Examples of diagonal bracing on first five trusses include: Coloque el ardostre diagonal a Jos primeros cinco trusses. Ejemplos de ardostre diagonal en los primeros cinco trusses Witiyen. See Short Member See Short Member Tem- See Short Member Diagonal Temporary Lateral` bracing, typ. Restraint options Diagonal porary Lateral Restraint Diagonal Temporary Lateral page 3. bracing, typ. options page 3. bracing typ. Restraint options page 3. w ' ... " 4�": 9. �. ..INTERIOR GROUND BRACIN'O RCRW RACK TO NO EXTERIOR OROUND:BRACINO + ARRIOSTREVE77ERRA-EXTERIOR ;, ARRlOSTRE,OE--nkmi 'IRTERIOR a A R DE 21 or start applying structural sheathing. Example of structural sheathing installed on first five trusses. O empiece an aplicar el entablado estructural. Ejemplo de entablado estructural instalado on los primeros cinco trusses. Install Web Member Diagonal Bracing ■ Instale el Arriosil r e Diagonal de Mlembres Secundarios [dj Temporary web member diagonal bracing acts with the top chord and bottom chord temporary lateral restraint and diagonal bracing to form triangu- lation perpendicular to the plane of the truss and prevents trusses from leaning or dominoing. El ardostre diagonal temporal de los mlembros secundadds t►abaja con la restriccl6n lateral y el arriostre diagonal temporales de la cuerda superior e inferior pare former una thangulacl6n perpendicular al piano del truss y evita que los trusses se inciinen o calgen como domin6s. .Q Install diagonal bracing at about 45' to the horizontal 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 Diagonal bottom chord. Repeat at the intervals shown in the figure below. bracing lnstale el arrlostre diagonal a aproxlmadamente 45 grados an los mlembros secundados I verticales cuando sea posible) colocados an o cerca de las web members filas de restricci6n lateral de Is cuerda inferior. Arriostre diagonal para los mlembros secundadds dene qua extender de la cuerda superior a la cuerda inferior. Repita a los lntervalos mostrados on la figure a la derecha. The requirements for web permanent individual truss member restraint are specified on the truss design drawing (TDD). Refer to BCSI-133 for more information. — Los requisitos pare la restriccOn permanente de miembros individuales de truss para miembros secundados son especificados en el dibujo del disefio de truss. Vea el resumen SCSI-B3 para mds informacl6n.- 10'-1 5'max. Same spacing as bottom chord lateral restraint Bottom chords Diagonal braces every 10 truss spaces (20' max.) Note: Some chord and web members 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 vertical web member at the deep end of the truss. Los trusses de una sola pendiente, trusses plans y profundos y otros trpos de trusses con extremos profundos iambi& requieren restriccOn lateral temporal y aniostre diagonal en los miembros secund- arios largos al parte profundo del truss. 13CS11-I33 SUMMARY SHEET TRUSS [IMSTALLATOOM & TEMPORARY RESTII AMT/BRACI5t7G 7 Install Bottom Chord Lateral Restraint and Diagonal Bracing ■ Instate la Restriccl6n Lateral y el Arriostre Diagonal de la Caerda Inferior Q Bottom chord temporary lateral restraint and diagonal bracing stabilizes the bottom chord plane during installation and helps maintain proper spac- ing of the trusses. La RestriccOn lateral temporal y el arriostre diagonal de Is cuerda Inferior estabilizan el piano de la cuerda inferior durante Is instalac6n y asiste en mantener el espaciamiento apropiado de los trusses. Q Install rows of temporary lateral restraint at 15' on -center maximum. Remove, if desired, Bottom chord lateral restraint. after the permanent ceiling diaphragm is in place. oar twor trgreater ses r lapped Instate filas de restricci6n lateral temporal a 15 pies an el Centro como mSximo. Qultelos, o. si asi to desea, despu6s que el disfragma perrrranente del techo este colocado. Bottom s��typ Q Install rows of permanent lateral restraint at 10' on -center maximum. Specified spacing chords ` maybe less; check the truss design drawing and/or with the building designer. Instate frlas de restricci6n lateral permanents a 10 pies en el Centro Como maximo. El espaciamiento especificado puede ser menor,' verifique el dibujo del disen"o de truss con el disefiador del edtficlo. ttruss spacela s spl braces every 10 aces (20' max.) R[ 1 Install diagonal bracing at intervals of 20' maximum along the run of trusses. lnstale el arriostre diagonal a intervalos de 20 pies m�rimo a to largo de la linea de trusses. 1o'•ts' max. Note: some chord and web members 9 P 9 see text at left not shown for clarity. A @,%9W0@N Do not remove ground bracing until all top chord, bottom chord and web lateral restraint and bracing is installed on at least the first five trusses. MUMM No remueva el arriostre de Berra hasta que toda la restriccl6n lateral y arriostre de la cuerda superior, la cuerda inferior y los miembros secundarios estan instalados en por to menos los primeros cinco trusses. 8 Repeat Steps 4 Through 7 with Groups of Four Trusses' Using Option A or B n Repita les Pesos 4 a 7 can Gropos de Cuatro 'busses Usande la Opci6n A o' la OpcMn B Option A: Install the next four trusses using short member temporary Option B: Install diagonal bracing on each group of four trusses that have lateral restraint Options 1 - 3 per Step 4 on page 3. Add long -length been set with short member temporary lateral restraint per Step 4 on page 3. (minimum 2x4xl2') continuous lateral restraint (CLR) to be trusses together. Instate el arrostre diagonal on cada grupo de cuatro trusses que han sido Overlap the ends of the CLR at least 2 trusses. Install diagonal bracing at Intervals of 20' maximum along the run of trusses (see Figure below). colocados con la restricci6n lateral temporal de miembros cortos por el paso 4 an la pfigina 3. Instate los sigutentes cuatro trusses utilizando las opciones 1-3 por el Paso 4 en Is pagina 3 de la reshiccl6n lateral de miembros cortos. Made Is restdccl6n lateral continua (CLR) de longitud-largo (minimo 2x4x12) pars afar junto- Ios trusses. Solaparse las puntes del CLR a minimo de dos trusses. Instate el amostre diagonal cada 20 pies maximo a to largo de Is llnea de trusses (vea la Figura abajo). The maximum diagonal brace spacing provided in this Option assumes ground bracing is properly installed and in place. El espaciamiento maximo de ariostre diagonal en esta Opci6n asume que el arriostre de Berra estS en silo y es instalado correctamente. Diagonal bracing required at each end of building between each row of TCTLR, and every 10 truss spaces (20' max.). A WARNING After the initial group of five trusses are installed and braced (i.e., lateral restraint and diagonal bracing), DO NOT set more than four trusses when using short member temporary iateraf restraint before you STOP, and - diagonally brace as shown. Option B Is NOT permissible without diagonal bracing being installed with each group of four trusses. IADVERTENCIAI Despues de que el primer grupo de cinco trusses sea instalado y arriostrado (Ej. restricci6n lateral y arriostre diagonal), NO coloque mas de cuatro trusses cuando se usa la restricci6n lateral temporal de los miembros cortos antes que usted PARA, y arri6strelo diagonalmente Como Spacing between rows of mostrado. Este opcltin B NO funclona sin el arr/ostre diagonal aplicado a TCTLR is dependent on cada grupo de cuatro trusses. Spacing between rows of truss span and pitch breaks TCTLR is dependent on (see Step 2 on page 2).truss span and pitch breaks ;: (see Step 2 on page 2). Z� 10 truss spaces max. (20' max.) 10 truss spaces max. (20' max.) Note: Ground Bracing not shown for clarity. ENSURE THAT ALL TRUSSES ARE PROPERLY DIAGONALLY BRACED. ASEG0RESE QUE TODOS LOS TRUSSES ESTM ARRIOSTRADOS D/AGONALMENTE APROPIADAMENTE. Q Apply structural sheathing early and often. DO NOT wait until all trusses are set to apply structural sheathing. Aplique el entablado estructural temprano y con frecuencta. NO ESPERE hasta que todos los trusses est6n colocados para aplicarel entablado estructural. Temporary Diagonal Bracing repeated entire length of building. A @RO IM Remove only as much top chord temporary lateral restraint and diagonal bracing as necessary to nail down the next sheet of structural sheathing. DO NOT exceed truss design load with construction loads. (SEE BCSI-B4)— MUMM Quite s6lo lanta restricci6n lateral temporal y arrostre diagonal de la cuerda superior Como sea necesado para davar la stgutente hoja de entablado estructural. NO EXCEDA la carga de disefio de truss con cargas de construcc6n. (VEA BCSI-B4)— BCSO-B2 SUMMARY SHEIET Alternate Installatlon Method: Bulld' It On the Groaed' and `lilt:It into 1 tado A ft A o ile lesftlacionr Colnstrair/o en la Tierra y Levantarle en Liui 21 Ensure level bearing; set, position, plumb and properly restrain and brace the trusses as modules on the gro Aseg6rese que el spoporte es nivelado; colocar, posicionar, nivelar y res tUingir y arriostrar apropiadamente el grupo de trusses en la derra. Q Apply structural sheathing for stability. Begin at the heel and alternate 4'x8' and 4'x4' sheets up to the peak. Aplique el entablado estructural Para estabilidad. Empiece en at tal6n y alteme laminas de 4 pies x 8 pies y 4 pies x 4 pies haste el pico. Q Be sure to install all top chord, web member and bottom chord lateral restraint and bracing prior to lifting the module. AsegOrese de instalar toda la restriccOn y ardostre de la cuerda superior, el m/embro secundario, y la . cuerda inferior antes de levantar el m6dulo. A @GpUVOIN Additional restraint and bracing may be required to safely lift units Into place. C UMM La restriccidn y arriostre adicional pueden ser requeddos para levantar los m6dulos an sitto sin peligro. Q Be sure to get proper guidance from a registered design professional to insure modules are designed and installed safely and properly. Aseg6rese de obtener consejos aproplados por un profesional registedo de dlseno pare asegurar que los m6dulos son disenados y instala- dos apropiadamente y sin peligro. Hip Set Assembly and 'Bracing Ensamblaje y Arriostre del Grape de Cadera Permanently connecting the end jacks to the end wall and girder as early in the installation process as possible dramatically increases the stability of the hip girder and the safety of the structure. Conectando pe►manentemente los gatos extremos a la pared extremo y el travesano tan temprano en el proceso de instalocOn Como sea posible aumenta drasticamente la estabilidad del travesafio de cadera (hip girder) y la seguddad de la estnrctura. Hip trusses Note: Truss restraint and bracing not shown for clarity. Use the following sequence: Use la siguiente secuencia: Hip jack :r setback _... end wall Step 1 Position the hip girder on the bearing walls at the specified end wall setback and permanently attach to supports. Position el travesai►o de cadera en las paredes de soporte at "setback" especificado de la pared extremo y sujete a los soportes permanenternente. r' Whenever possible, connect multi -ply girder trusses together and install the end jack hangers (if required) prior to erection/ installation. All plies of a multi -ply girder shall be attached per the fastening schedule on the TDD before attaching any framing members or applying any loads. Siempre que sea posible, conecte los trusses de travesano de varlas- capas juntos y instate los colgadores de gato extremo (si requerido) antes de la ereccOn/instalaci6n. Todas capas de un travesa6o de varias cafias sujetaran por of horarto de rrjar en el dibujo del diseno de truss'antes de sujetar algunos miembros de ardostre o de aplicar algunas; cargas. Step 2 Install hip' jacks, and end jacks at maximum IV on -center while crane continues to hold girder in place. Instate los gatos de cadera y los gatos extremos a 10 pies maximo en centro mientras la gr6a condn6a mantener el travesan"o en lugar. Note: Attach jack trusses to top chord and bottom chord of girder truss. The connection to the top chord is important as it helps to stabilize the top chord of the girder. Sujete los trusses de gatos a /a cuerda superior y la cuerda inferior del truss de travesano. La conexl6n por encima es importante porque ayuda a establiP zar /a cuerda superior del travesatio. Step 3 Install all remaining Install jacks while side and end,jacks crane continues to Attach hip girder with all permanent hold girder in place, to supports truss -to -bearing Hip jack connections (e.g., hangers and tie - downs). f,4 Step 4 Step 5 Instate todos los gatos extremos y gafos de rinc6n restantescon Codas )as conexiones permanentes de truss-a-soports (Ej. colgadores ysoportes de anclate). Install the next hip truss with 2x4 short member temporary lateral restraints. Attach each short membertemporary lateral restraint to the top chord of the hip girder and adjacent hip truss with two nails at each connection. The short member temporary lateral restraints should be long enough to extend at least 1 1/2" past the top chord of each truss. Place short member temporary lateral restraints at pitch breaks and at intervals along the top chords in accordance with Step 2 on page 2. Short Member Instate el pr6ximo truss de Temporary cadera con 2x4 restricclones Lateral tolerates temporales era Restraint mlembros cortos. Suite cada restriccidn lateral temporal del miembro corto a la cuerda superior del travesano de cadera y at truss de cadera contiguo con dos clavos a cada conexl6n. Las restricclones tolerates temporales pare miembros cortos deben ser bastante largo pare extender a un m/nimo de 1 W pasado de la cuerda superior de cada truss. Puse la restriccidn lateral temporal de miembros cortos a roturas del pend/ente y a intervalos por las cuerdas superiores segOn el Paso 2 en la pagina 2. Install remaining hip trusses. For the flat portion of each hip truss, use short member temporary lateral restraints that are at least double the. length of the first set of short member temporary lateral restraints (see Figure on next page). For the sloped chords of the trusses, install short member temporary lateral restraints according to one of the three options in Step 4 on page 3. Instate los restantes de los trusses de cadera. Para la parts plana de cads truss de cadera use restricclones tolerates temporales de mlembros cortos que son por to menos dobles la longitud del primer grupo de restricclones temporales literates de miembros cortos (vea to figure en la pr6xima pagina). Para las cuerdas pendientes de los trusses, instate las restr/cciones laterales temporales de miembros cortos sag6n uno de las tres opciones on Paso 4 an la pagina 3. BCSI-82 SUDI1/dGNiARY SHEET TRUSS IMSTALLAATROW & TIEPAPGRARY RIESTRAIMT'/BRACliffi G Step 6 Ins gui on do Paso 6Ins peg /as an 2-: DO NOT stack materials or stand at locations that will cause instability, such as on cantilevers, overhangs, end jacks, or near truss - to -girder truss ConnBr4innn NO amontone Jos matertales o de pie an lugares qua causaMn inestabilidad, Como en voladizos, salientes, tomas finales, o conexione cerca a viga. Long Span Truss installation llestalaction de Tlrusses de Tlramos Largos. Q DANGER Trusses with clear spans of 60 feet or greater are extremely dangerous to install and require more detailed safety and handling measures than shorter span trusses. PELIGRO Trusses de 60 pies de largo o m6s son extremamente peligrosos a instalar y requieren medidas de seguridad y maneio m6s detallades qua trusses de vanos mSs cortos. Before Starling A Wes de Empezar Attach to Locate Spreader bar truss at 10' o.c. above or stiffback max mid -height Spreader bar 213 Tagline to 3/4 truss length 10 For trusses up to and over 60' - Attach to truss at Spreader bar 10' o.c. or stiffback max J Spreader bar 2/3 to 314 truss length E- For trusses up to and over 60' -► Tips For Safe and Efficient Installations Consejos para Insfalac/ones Seguras y EBclentes 0 Assemble the first five trusses with all structural sheathing, restraint and bracing, either as the trusses are installed or built as a unit on the ground and lifted into place. Ensemble los primeros cinco trusses con todo el entablado estruc- tural, restriccidn y amostre, cualquier cuando ids trusses son insta- lados o son construidos Como una unidad an la fier►a y levantados an lugar. ® Keep trusses straight during hoisting to minimize bending out -of - plane. Mantenga los trusses derechos durante el levantamiento para mini- mizar el doblado fuera-de-plano. ® Add a temporary center support to provide greater stability and leave in place until all permanent building stability bracing is installed. Agregue un soporte temporal an el Centro para. proveer m'as estab- /lidad y quedario enlugar hasta que todo el arriostre de estabilidad permanente-de construccl6n as instalado. ® Hire a registered design professional to provide a temporary re- Apply structural sheathing to the top chord as the trusses are being straintlbracing plan and to supervise the erection process. installed. Contrate un Profesional Registrado de Diseno para proveer un plan Aplique el entablado est►uctural a /a cuerda superior mientras Jos de reshicc/6n/arriostre temporal y para supervisar el proceso de trusses est6n instalados. erecci6n. 1 Develop a safe, effective truss installation method and inform all crew members of their roles. Elabore un m6todo seguro y efectivo de la instalacidin de trusses e informe todos m/embros del personal de sus papeles. R1 Use personnel who have experience installing trusses 60' and great- er in span. Use instaladores quienes tienen experlencia an instalar trusses de 60 pies o m6s de tramo. 0 Ensure that the walls and supporting structure are stable and ade- quately restrained and braced. AsegGrese qua las parades y la estructura soportante son estables y adecuadamente restringldas y arriostradas. [� Have all necessary lifting equipment and building materials on hand. Make sure the crane operator understands the special hoisting requirements of long span trusses (see BCSI-131).— Tenga todo el equipo de levantar y los materiales de construccl6n necesartos a la mano. Asegtirese qua el operador de grda entiende los requisitos especiales de levantar los trusses de tramos largos (vea BCSI-B1).— R1 Install all permanent individual truss member restraint and bracing immediately. Instale todo el arriostre y restriccOn permanente de mlembros de trusses lndividuales Inmediatamente. ons- kl sarno4le de 0 pMeOtoKCondiik ones Especia/es a Certain sizes or shapes of trusses require some assembly at the jobsite. Refer to the truss design drawings for specific instructions on assembly methods, unless the construction documents indicate otherwise. Ciertos tamar3os o fonnas de trusses requieren algdn ensamblaje en la obra. Rerrera a Ids dibujos del disefio de truss para instrucclones especificas sobre ensamblaje de montaje, a menos que Jos documentos de construccJ6n Indiquen to contrarto. The contractor is responsible for proper field assembly. El contratista es responsable parr eJ ensamblaje de Campo aproplado. Piggyback Trusses busses de Piggyback Valley Set Frame Installation Instalati6n de Armmdn de Conjunto de Valle Q The top chords of the supporting trusses must be braced properly. This can be accomplished by attaching structural sheathing or with rows of lateral restraint, spaced no more than the maximum on center spacing specified on the truss design drawing, and diagonal bracing. Las cuerdas superiores de los trusses de soporte tienen que ser arriostrados apropladamente. Esto puede ser hecho por sujetar el entablado estructural o con rilas de restricci6n lateral, espadados no mes qua el miximo en el espadamiento del Centro que es especiri- cado en el dibujo del disefio de truss, y arriostre diagonal. Q The supporting trusses shall be completely installed with all truss member AND permanent building stability bracing as required BE ^ . FORE installing the supported ("cap") frames. r Los trusses soportantes seran completamente instalados con todos ` miembros de trusses Y al arriostre de estabilidad permanente de %f a construccidn Como es requeddo ANTES de insialar los armazones ` +,, '1✓" ("cap") soportados.� Supported Valley sets as over -framing Diagonal ("cap") This document applies to all sloped and flat chord trusses built with bracing (in red) the wide -face of the lumber oriented vertically. Examples Include: Este documento apllca a todos trusses de cuerda pendlente y plan Lateral sgs i- Note: Some truss bracing construldos con la Cara-ancha de la madera orlentada verticalmente, restraint and lateral restraint not tales coma. (in green) shown for clarity.. upporting (i.e.base) trusses A WARNING Adequately restrain and brace the flat portion of the supporting trusses to prevent buckling. Gambrel truss Mono truss iADVERTENCIAI Restrinja y arriostre adecuadamente la parte plane de los trusses soportantes pare prevenir el fallar. Q For more information on how to permanently laterally restrain and Scissors truss Parallel chord truss diagonally brace piggyback truss systems refer to BCSI-B3 " Para mis informac6n sobre Como restringirlateralmente perman- etamente y arriostrardiagonalmente sistemas de trusses de piggy- For parallel chord trusses manufactured with 9x2 or 4x2 lumber, see back refiere al BCSI-B3.— BCSI.B7.— Para los trusses de cuerdas paralelas fabricados con madera 3x2 o Field Spliced Tirussas 4x2, vea el resumen BCSI-B7.- 7russes Empalmados En Campo Q Splicing can be performed on the ground before installation or the truss sections can be supported by temporary shoring after being hoisted into place and the splices installed from a safe working surface. Empalmando puede ser hecho en el suelo antes de la instalacOn o las • t..ci secdones de trusses pueden ser soportados por shoring" temporal = l despudis de que Sean levantados en Field -spliced trusses with For trusses spaced more than T-0" on -center, see BCSI-B10. " lugar y los empalmes son instalados temporary center support Para los trusses espaclados mJs de 2 pies en el Centro, vea of de una superfrcie de trabajo segura. Resumen BCSI B10.- -Contact the component manufacturer for more Information or consult a registered design professional for assistance. To view a non -printing PDF of this document, visit sbcindustrycom/b2. This document summarizes the Information provided in Section B2 of the 2013 Edition of Building Component Safety Information BCSI - Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses. Copyright © 2004 - 2016 Structural Building Components Association and Truss Plate Institute. All Rights Reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. Printed in the United States of America. SBCAWOOD�" 6300 Enterprise Lane - Madison, WI 53719 608-274AS49 - sbcindustrycom Aiiidr"Phb. Truss Plafte Institute 218 North Lee Street, Ste. 312 Alexandria, VA22314 703-683-1010 - tpinstorg AWARNIIIIG Disregarding permanent restralnl/bracing is a major cause of truss field performance Q The TDD provides information on the assumed support for the bottom chord. problems and has been known to lead to roof or floor system collapse. Ei TDD proves informacibn sobre el soporte supuesto pars Is words Inferior. IADVERTENCIAI Desculdar at arriostrelrestdcd6n permanents es una cause principal de prob- lamas de rendimlento del truss an cameo y habla conocido a lievaral derrumbamlento del sistema Q install bottom chord permanent lateral restraint at the spacing Indicated on the TDD and/or del techo o plso. by the building designer with a maximum of 10' (3 m) on -center. AWRM e- Trusses with Gear spans of 60 feel (18.3 m) or greater, may require complex perm- Instate restriccl6n lateral permanents de le cuerda inferior at espaclamlento indleado an at nent bracing. Please always consult a registered design professional. TDD yfo por of diseffador del edlflcio con un mAximo de 10 plea an at contra. Tremors sobre 60 pies o mAs pueden requedr arlostre permanents complejo. Par favor, consults slempre a un profeslonal reglstredo de disefio. Diagonal bracing. CLR sollce rorrdoresment Attach to each truss. Truss Member 3 _ t Resbraint/Bracing Materials & Fastener Mat orioles y Clerres de ResW"16nfArrlos6o_ Bottom chards Q Commonly used restraint/bracing materials Include wood structural panels, gypsum board sheathing, stress -graded lumber, proprietary metal products, and metal pudins and straps. Matedales comunes de anfosbanlresbingirincluyen parishes estructurales de modem, entablado de yeso, madera graduads por esfuerza, productos de mete! patentados, y vigas de soporte y liras de metal. ­­ A A ' Nlnlmum Numberof LumberStre Mlnlmum Nall Slm.. Nails per Connection . 20 stress -graded 10d (0.12841 12d (0.12W.25l 2 16d (0.1314.51 2x8atressgraded 10d(0.128411 12d(0.12SX3.257 3 16d (0.13W.51 60' fig. restraint Mnimum2'2>L.Scabblock 0entem 3m ( ) 510, 2x4x12' over CLR spite. or greater Attach to CLR wtth minimmn 8-16d m) 510' m) Note: Some lapped over two trusses (0.13WSI nails each side of splice ores specified by the chord and or CLR splice Building Designer. Lateral restraint and diagonal bracing used web members not shown for reinforcement SECTION P A to brace the bottom chord plane, clarity. ' ether attachment requbemeMs may be spedrad by he ridding designer or buss des net.. ' The gredelstee and attechmentforhacing materials such as wood structural panels, gypsum board sheathing• proprietary metal restrehlNrecng products, and metal purdns aM straps are provided bythe bu0ding designer. Permanent Bracing `for the Various :Planes of a 7Yuss , Anlostre Parmanerrto Pena Varlos Pianos de un buss' Top chord Q Permanent bracing Is Important because it plane a) prevents out -of -plane buckling of truss Web member members, plane b) helps maintain proper truss spacing, and c) resists and transfers lateral loads from wind and seismic forces. El ardostre permanents as lmportante porque, a) Implde at forcer fuera-rle-piano de los mlem- bros del truss, b) ayuda an mantener espaclamlenfo aproplado de tors trusses, y c) resists y pass las cargos tolerates de viento y fuerzas stsmlcas apllcadas al sistema del Bottom truss. chord plane Q Trusses require pernanentbracingwithin ALL Trusses requierenardostrepermanemedentro of the following planes: de TODOS los sigulentes plans: 1. Top chord plane 1. Plano de Is cuerds superior 2. Bottom chord plane 2. Piano de Is cuerda inferior 3. Web member plane 3. Plano del mlembro secundario ACWTW The truss, or a portion of Its members, will buckle (i.e., fall) at loads far less than design without permanent bracing. Sin at arriostre permanents, del truss, o un parts de los mlembros, torconln (eJ. lallaran) de cargos muchas menos qua las cargos quo at truss as disefiado a llevar. Structural 1. Permanent Bracing for the Tbp Chord Plane sheatiring Ardiostre Permanente para el Plano de la Clrerda on top chord �.._ a_� Q Use plywood, oriented strand board (OSB), or wood or metal structural purlins that are property braced. Attach to each truss. Use contrechapado, panel de fibres orrentado (OSB), o vigas de soporte de madera o metal qua astAn amostrados apropladamente. SuJete a coda truss. Q The Truss Design Drawing (TDD) provides information on the assumed support for the top chord. E/ Dibujo del Disefic de Truss (TDD) proves infornact6n sobre at soporte supuesto Para Is Pudins cuerda superior. Q Fastener size and spacing requirements and grade for the sheathing, pudins and bracing are provided In the building code and/or by the build- ing designer. El tomario de ciere y requisitos de espaciamien- to ygrado pare e/ entab/ado, vigas de soporte y arriostre son provistos on of c6digo del edifrclo y/o por el diselfador del edffielo. 2. PermaneWt Bracing for -the Bottom I Chord Plane Arriosttre Permanente para el Plano de to cuerda Inferior Q Use rows of continuous lateral restraint with diagonal bracing, gypsum board sheathing or some other ceiling material capable of functioning as a diaphragm. Use files de restriccl6n lateral continua con arfostre diagonal, entablado de yeso o cualquierotro material pare techo qua puede funcionarcomo un disfregma. 3. Permanent Bracing for the Web Member Plane- E -Member Arriosttre Permanents pava,El Plano del Miembro Secunda M-1 Web member permanent bracing collects and transfers buckling restraint forces and/or lateral loads from wind and seismic forces. The same bracing can often be used for both functions. Ardostre permanents de los mlembros secundarios recogen ypasan luerras de resMccOn de forcery10 cargos tolerates der viento y fuerras s/smicas. Amenudo of mismo arriosti a puede ser usado pars ambos funclones. Indhddual Web Member Permanent Restraint Bc Bracing Restrled6n y Ardostre Pennanento de mlembros Secondaries ladlvlduales Q Check the TDD to determine which web members (If any) require restraint to resist buckling. Revise of TDD pare determiner cuales mlembros seeunderfos One restraint required (si algunos) requieren restriccOn pars resistir al torcer. on each of these webs. Note: CLR can be Q Restrain and brace with, ek installed on either side A. Continuous lateral restraint & diagonal bracing, or s of Member. B. Individual member web reinforcement. h Restrinria y amostre con, A. Restricdcln lateral continua yarriostrs diagonal, o Via'• B. Refuerzo de mlembros secundarios individuales. r+F{+`�' t "' A. Continuous Lateral Restraint (CLR) Diagonal Bracing Resfrifccf6n Lateral Continuer (CLR)YAniostre Diagonal Attach each row of CLR at the locations shown on the TDD. Sujete coda file de CLR on las ubicadones mosirados on of TDD. Install the diagonal bracing et an angle of less -than -or -equal -to 45' to the CLR and position so that it crosses the web in close, proximity to the CLR, Attach the diagonal brace as close to the top and bottom chords as possible and to each web it crosses. Repeat every 20' (6.1 m) or less. Insfa/e el arriostre diagonal a un Angulo menos de o igual a 45" ai CLR y coldquelo pare qua truce Is cuerda muy cerca del CLR. Striate at arrlostre diagonal tan pr6zimo a las cuerdas superfores y Inferiores come sea posible y a cada cuerda que to ciuza. Repita coda 20 pies (6.1 m) o menos. EXAMPLES OF DIAGONAL LATERAL RESTRAINT C an Permanent continuous lateral restraint Group of 3 Trusses Note: Some chord and web members not shown for clarity. Structural sheathing Diagonal *;$�" i Lateral braces I�,I 546 restraint Group of 2 Trusses Lateral restraint Q Lateral restraint & diagonal bracing can also be used with small groups of trusses (i.e., three or Directly less). Attach the lateral restraint & diagonal brace to each web member they cross. attached Restriccicin lateral y aniostre diagonal tamblAn puede ser usado con grupos pequefios de busses dgid telling (eir. tres o menos). Sujete Is reshiod6n lateral y of arlostre diagonal a cada miembro secundario qua los omen. ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT! I5IEMPREARRIOSTRE LA RE57MC06N LATERAL CONTINUA DMGONALMENTE/ B. Indeldaal Web Member Relnforicement RefnerAw de Wiembroa Secanda►im InalMdoales T-, L-, Scab, I-, U-Reinforcement, proprietary metal reinforcement and stacked web products provide an alternative for resisting web buckling. T•, L-, contra, i-, CI-Refiterzo, refuerzo do metal patentando y productos de mlembros secundarios amontortados proveen una alternative pars resisfir e/ forcer de foe mlembros secundarios. �Q I-" ]�Q ]�Q I Q. M metal etntoreement �Seab RelMoreement r.1 Product Webd TT-RTons Member, tip. L-Roirdorcemem Q The following table may be used unless more specific information is provided. La sigulente table puede ser usada a menos qua infomtad6n mils especlfica esfJ provista. Specified CLR .. 'Sim of Trust Web - REINFORCEMENTWEB Type & Sim of Web Reinforcement s- SINGLE Grade al Web RelMorcement PLY TRUSSES' Minimum- Length of Web Reinforcement Minimum ',Connection at web ' Reinforcement to Web T L' Shah' " L or U- 1Row be4 W 20 M Same species and grade or betterthan web member 90% of web or extend towhhln 61(160mm) of end of web member, whichever is greater 16d(0.131x3.5� nails@6'(150rmn) on -comer° 2x6 2x6 2d3 bell 2x8 2x8 2x8 2 Rows 54 2.2x4 bc6 — — 2.2x6 b g 2-2x8 'Maximum web length is 14 feet (4.3m)• rAttach Scab Reinforcement to web with 2 rows of minimum 10d 10,12MI nails at G (150 min) on -center. PERNMENTLATERALRESfRAINf �" &DAw%sRAQNGREQUIRED _ muoocrwu+wvaarmnm,wcw:maurrm�nnw w.sioec.unnu�uimwaau� REMIX1611LATERALPERNANEMYARKWH DAGDtULS UERIDD I i �. TL® 4. TAMSGe 7olco�xr POUERVO DE WAee w.ovuooe mrmmrwwwan•wuuoaexervsxa Q Some truss manufacturers provide additional assistance by using tags to mark the web members that require lateral restraint or reinforcement. Algunos fabdcantes de trusses marcan an of truss las ub/caciones de refuerzo o restricel6n lateral de mlembros secundarios oon aliquetas slmllares a las amba. Web Member Plane Permanent Building Stability Bracing to 7tansfer VAnd & Seismic Forces j Arrlosg a de. Efrtabllldad Permanente del EdiRclo del Plano de Mlernbrus Secandarivs Para Desplewar Foerzas de Wento y FDerzas Sism►ca s Q The web member restraint or reinforcement specified on a TDD is required to resist buckling due to axial forces caused by the in -plane loads applied to the truss. Additional restraint and bracing within the web member plane may also be required to transfer lateral forces due to wind and/or seismic loads applied perpendicular to the plane of the trusses. This restraint and bracing is typically speci- fied by the building designer. La restriccl6n o refuerzo de mlembros secundarios espect0cada an un TDD as requerido pars resisdr Is deformacl6n ba)o Names "ales causadas por cargos verticales apllcadas at truss. Re- sblccl6n adiclonal y el aparsto ortopddloo dentro del plan mlembro de bands tarrlbiAn puede ser necesaria para transfstir Names laterales debidas at viento yl o cargas stsmicas aplloadas perpen- dicular at piano de las torches. Este restriccidn y amostre as ttplcamente provisto por el dlseffiedor deledificfo. Diagonal brace to roof diaphragm Gable frame dlaphragm blocking Gable End Frames and Sloped Bottom Chords Armazoaes Hastlale9 if Coerdsis 6rfadorlss Pendlealm Q The gable end frame should always match the profile of the adjacent trusses to permit installation of proper bottom chord plane restraint & bracing unless special bracing is designed to support the and wall. El armazdn hastial slempre dabs enoalfar at perUl de los trusses contiguous pare permffir Is lnsts- laci6n de restdcd6n y ardostre aproplade de Is cuerda inferior a menos qua arriosbe especial as disefiado pare soportar Is pared de eximmo. Bottom lard piano Example Of rakW gable end wall (with scissors gable end 5ama) A",ri' R Using a flat bottom chord gable end frame with adjacent trusses that have sloped bottom chords Is prohibited by some building codes as adequate bracing of this condition is dif- ficult and sometimes Impossible. Special end wall bracing design considerations are required by the building designer if the gable ondframe profile does not match the adjacent trusses. fi@HYRM0 El use de un armaz6n hastial de Is cuerda inferior con busses contiguos cua/es Uenen cuerdas lnferiores pendfentes as prohlbido par algunos c6digos de edificias porque or- riostre ads cuado de as to condicl6n as digcil y a veces imposible. Considerations especiales de dlsailo pars at ardosbe de Is pared de extremo son requeddos por el disefiador del edificlo sl at perfil del anoaz6n hastial no pace/uego con los busses contiguos. Permanent Bracing for Special Conditions Artfust►e Permanence Para Conditions Especdales Sway Bradng—Arr/osfre do 'Sway' - Q 'Sway' bracing is installed at the discretion of the building designer to help stabilize the truss system and minimize the lateral movement due to wind and seismic loads. Ardostre de `sway° estBinsta/ado porls d1scred6n del dlssfisdor del ed0lclo para ayudar an estabilizar el sistema de trusses y pare minimizer at movimlento lateral debldo a cargas de viento y cargos slsmicas. Q Sway bracing Installed continuously across the building also serves to distribute gravity loads between trusses of varying stiffness. Arrlostre de 'sway' que as lnstalada conUnuadamente a/ travels del edificho tomblAn as usado pare disbibuirlas cargos de gravedad entre trusses de rigldez variando. Permanent Res tralhtt/Bracing for the Top Chord in a Piggyback Assembly ReshkolA /Anlasbe Permanents, pore la Cteerda Superior, on an Ensambi* do Plggybadt Q Provide restraint and bracing by: Rtpeat diagonal using rows of minimum 4x2 stress -graded bracing (red) at 10' lumber CLR and diagonal bracing, or (3 m) intervals, or as • connecting the CLR into the roof diaphragm, specified. CLR (green) or structural sheathing or bracing at 5 the spar -adding mg specified frames, or on the buss • some other equivalent means. design Proves resbiod6n y sudostre par. drawing • usando files de 4x2 CLR de madere grad- usda por es iterro y ardostre diagonal, o • conectando of CLR at dlafragma del echo, o • atiadfendo entablado estructural o arm zones de antostre, o 545 • algunos ofros mdtodos equivalentes. - Q Refer to the TDD for the maximum assumed spacing between rows of lateral restraint (e.g. pudins) attached to the top chord of the supporting truss. Consults el TDD pare at espadamlento miwmo supuesto pars suJetarla rastriccl6n lateral (p. el., vigas) a Is cuerda superior del truss soportante. Cap �i asses Q The TDD provides the assumed thickness of the restraint and minimum connection requirements CLR required only between the cap and the supporting truss or a tiredng frame or stnitlural sheathing restraint. El TDD proves el grosor supuesto de la resMo- Is installed Intermit. td* ddn y los requisltos do conexibn minimos entire Is caps y el truss soportante o to resblcci6n. Horizontal / /(11 L- reinforcement If diagonal bracing is used to restrain the �-6� Note: Top chord CLR(s), repeat at 10' (3 m) intervals, . or as forclarity. not shown specified In the construction documents. Bottom chord Si ardostre diagonal as usado pare resbingir lateral restraint Masi CLR(s), repha an intervatos de 10 ples o come ospe cillcado an los documentos de Gable enrgwall permanent diagonal bracing. censtruccl6n. Locale in line with bottom chord permanent To view a non -printing PDF of this document, visit sbc ndusby Ar m/M. CLR or es specified by the building designer. Para ver un POF de sate documento quo no se puede imprimir, visits, Bredng frame or stru" sheathing Supporting �Xtrussss Q Some truss designers provide general design tables and details to assist the building designer in determining the bracing required to transfer lateral loads due to wind and/or seismic forces from the ���� gable end frame Into the roof and/or calling diaphragm, g it Algunos dlselfadones de trusses proveen tables y delalles de dlselio generates pare asisfir eW'� l W TRUSS PLATE INS I ITtn E diselfador del edificio en detemrinar el amostre requeddo pars poser cargos latereles debidas a 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St, Ste. 312 • Alexandda, VA22314 fuerzas de viento f yyo teas sfsmicas del arnazdn hastial at dfs fragma del teeho. cos zr4 4aag • sbWdustry tam 703-03-1010 • tp nsLo g _ onumwr.n•cn�n ,' i) Cr ' % ✓ ,7� i�t ', i . Y1r�� S;� i ��t� e 'r (' Checklist for Handling and installing Trusses Lista de Verifr'cacion Para Manefar a lnstalar Los Trusses Review all the information provided in the JOSSiTE PACKAGE to ensure compliance wM industry recommendations. Property damage, serious bodily injury and/or death are possible when handling and installing trusses without following the recommendations presented in the JOBSITE PACKAGE. This is particularly true when worbing with trusses with cigar spans 511' and greater. Use the following checklist when handling and erecting trusses. ❑ inspect the trusses at the time of delivery and after installation for: (1) Conformance with the Truss Design Drawings (2) Dislodged/missing connector plates (3) Cracked, dislodged or broken members (4) Any other damage that may impair the structural integrity of the trusses. Notify the truss manufacturer if truss repairs are needed. After installation, if damage to the trusses is discovered that could weaken them, temporarily brace or support the trusses to prevent further damage and snake sure the area remains clear of plumbing, electrical, mechanical runs, etc. until the required repairs have bees properly completed. DO NOT cut, drift, relocate, add or remove any truss member or metal connecter plate until you have received instructions from the truss manufacturer. Protect trusses from weather, corrosion, lateral bending, damage and deterioration when stored at the Jobsite. When trusses are stored at the site, use blocking, stringers, pallets, platforms or other means of suppott to keep the trusses off the ground or in a braced upright positian to avoid damage. Carefully review the truss design d�awings (TOO) and the truss placement diagram (TPD) if/when provided by contract, and all JOBSITE PACKAGE documents, prior to handling and installing trusses. ❑ Examine the building, the building's structural framing system, bearing locations and relabd installation conditions. Revise tods ie informacion provista en el PAQUETE DE OBRA Para as gurarse que cumplen con las recomendaciones de la industria. Daho a propiedad, hedda seria y/o muerte son posibles ccabdo maneiar a instalar musses sin slgulenda las recomendaciones presentados on del PAQUETE DE OSRA. Espeeialmente cuando trabejar cor trusses de 60 pies de largo o. mas. Usela siguiente lista de verificaclon cuando se manejan o selevantan los Trusses. ❑ Examine los trusses cuando se los entreguen y despuds de la instalacion Para: (1) Conformidad con los Dibujos co Diselia del Truss (2) Places de conexion fuera de Jcgar o perdidas (3) MJembros rotos, descolocados o partidos (4) Cualquier otro dano que pueda perjudicar la Integridad estructural da tos trusses. Avise el fabricarde de trusses sl reparac16nes al truss son necesarlos. Despuds de la Instatac6i, si darno a los trusses esta descubierto quo paeden debilitarlos, arrrostre o soporte ics trusses temporalmente para prevenir mas dalo y asegcirese qte el Brea queda fibre de tubarias, las componeates electricas o m=canicas, etc. hasta que codas loc. repnmel6nesroquoridas son completados correctamente. NO torte, perfore, reubique, anadao quits ningtin miembro del truss o conector da metal pasta que hays recibido instlucciones del fabricante de trusses. ❑ Proteja los trusses del clima, de la corrosion de torceduras laterales, dafid y deterforos cuando los guarda on la obra. Cuando trusses son guardado an sftb, use bloqueados paletas, plataformas u otres Apos de soporte oara almacenarlos fuera de la tlerra o an posicibn vertical Para eviler que se danen ❑ Revise cuidadosamente los dibulosde diseno del truss(TDD), el diagrama de instaac&in de trusses (7PD) si esta provisto, y todos Jos documentos cot PAQUETE DE DBRA antes de rvanejar e instalar los trusses. ❑ Examine el edlfixio,..gl sistema del armazdn estructural, las Copyright © 20C-2.2014 Structural Bul+ding Components Amdation. All Rights Reserved. TTBHIBCHECK-140905 Begin installing trusses only after any unsatisfactory conditions have Geen corrected. O properly connect all beams and components that support trusses prior to installing the trusses. O Girder trusses may consist of more than one truss. Review the TOD to determine the proper number of piles and the correct attachment methods to be used at the jobsite. O Use a spreader bar 112 to 2/3 of the truss span for trusses over 30' but less han 60' and 213 to 3/4 of the truss span for trusses up to and over 60'. O Install lateral restraint and diagonal bracing in accordance with the guidelines in the JOBSITE PACKAGE to prevent trusses from toprillng during installation. Erect trusses using the design spacing indicated, keeping the trusses voricol and parallel to one another. Anchor trusses securely at bearing points. Space trusses no more that plus or minus 1/4" from. the TPD location. O Refer to the construction documents, the TOds, or the TPD (if required by the contract) For the hanger locations,: Hangers shall be correctly attached. Refer to hanger manufacturer's specifications for installation informatbn. O Install all permanent individual truss member restraint or member reinforcement depicted cn the TOD'. O Comply with the owner's, or the owner's retained registered design professional's, permanent buliding stability bracing, anchorage; connections and.field assembly requirements. This info-mation is typically provided In the construction documents. O Install structural sheathing as soon as possible. Trusses hold their profiles best when they have been properly plumbed, restraired and braced with structural sheathing. Sheath Carty,.. Sheath often! O During construction, distribute material and equipment loads (e.g., plywood, drywall, roofing, tools, etc.) on tie trusses to stay within the limits of the carrying capacity for each truss. Make sure the trusses are adequately restrained " and braced BEFORE placing any construction loads on them. Only Install HVAC units, fire sprinklers, eta,, on trusses if the trusses have been designed to accommodate these epecifrc loads. Review the TDD for the asstmed loads and locations. O NO7't=; Temporarily braced structures are NOT suitable for use Or occupancy. Restrict access to construction personnel only. 00 NOT inhabit or store anything of value in temporarily braced structures. ubicacirynes de Ids soportes y las condiciones relabionadas con to lnstalaci6n. Comience a Instalar lcs trusses solo, despu6s de haber resuelto cualquier condici6n desfavorable. a Conecte correctamente Codas las vigas ycomponeates que apoyan cerchasantes de instalar las trusses. D Los trusses de fravesano pueden conslstir on mis de un truss. Revise los TDOs pare determinarel n0mero adecuado de capas y Ids m6todos de conexi6n ccrrectos para ser usadds on la obra. © Use una barra deextension a'/2hasta 7/3 del vano Biel truss para Ids trusses que teltgan entre 30 pies y 60 pies. Use ;una barra de extensOn x/s hasta 3/4 del vano del truss para Jos trusses pasta mas largo de 60 pies. C1 tnotale re5tikrd6et lateral y arrivstre diagvrratl do acucrdo con las directrices en el PAQU+ETE DE OBRA para evitar que Ids trusses se caigan durante la instalaci& Levante los trusses usando el espacio de diseno indicado, y mantenga los trusses verticalesyparalelas con respecto alotro. Arriostre tos trusses de forma segura en'los soportes. Separe los Musses a una distancia no m6s de •1/4 pulgadas de la ubicacf6n t:ln e+TPD. © Refrera a los documentos de construcci6n, el TDD o el TPD (si requerldo par el contrato) para ias ubicacipnes de los conectores. Conectdres deben se, sujetados correctamente. Refrera a las especiticaciones del febricante de lob conectores para informaci6n de instalacion. O instale todas rests icciones perrnanentes deb miembros individuales del truss o refuerzas de miembros secandarios mostrados en el TDD. 7 Cumpllese con Jos requisites de ardostre permaeente de estabilidad del edificlo, restricciones, conexl6nes, y der ensambl4e on compo del propietario a del profeslonal de diseno registrado que as, empfeado porelpropletarie. Esta informar-On as provista fipicamer>ta en los documentos de construcci6n. 0 Instale e/ entablado estructural cuanto antes. Lois tresses se sostienen mejor cuando han sido apropiadamente icolocados a pldmadas, restringides, ardostradas y sujetados al entablado estructural correc'amente. iAptique el entablado femprano... apliquelo con frecuencial 13 Durante la cdnstrucc16n, distribuya los rnateriales y cargos de equipo (ej. cmtrachapado, henamientas, materfales, etc.) on los trusses para qu6dese entre las /imitas de capacidad para cads truss: Aseg0rese que los trusses son restr'ngidos y arriostrados adectadamente ANTES de goner algunas cargos de construccOn encima de Jos. Solamente instale unidades de HVAC, aspersores del Fuego, etc., en tos trusses si toa trusses son disenados para conlenerlos, Revise los TDD para !as cargas y ubicaciones supuestos. O NOTA: Estructuras que son anlostrados tempora/mente NO SON apropiados para el use o la omnaci6n. Restrinja /a entrade a so/amente los abreros. NO habita^ o guardar alguna Cosa de valor entm de estiucturas que son arriostrados tempotalmenie, To view a n7n-printing PDF of this document, visits ci us co bhibchec . Und r industry guidelines, trusses that have been field altered on the jobsite, or 8aiolas gufas industriales, los ilmsses que han sido attemdos en of toobre o w- overoaded during the instailaflon phase of conszuction may null or vdd the truss brecargados durante la fass de instalncibrt de !a construccidn, pueden anttigr..o In- rnanufacturers limited warranty. Check the truss manufacturer's limited warranty validarla garanUa llmitada 7ue ofrece la compailb fabricante de sus rnsses. POro for specific information. lnformacOn e.spepifca, revise to gerantiq que bthda Jo =rnpehla fabdcante. Truss Technology in Building rss� An informational series resigned to address the issues and questions faced by ER �� r professionals in the building corstruction process. 6300 Enterprise Lane • Madison, VVl 63719.608.274.4849 * 608-274-3329 fax • sbdndustrycom • wta@sbeindustry.com Copyright @ 2002-2014 Structural Building Components Association. All Rights Reserved Reproduction of this iocument, in any forrr, is prohibited withoutwritten permission from the publimer. This document should appear in more than one color. Printedin the United States ofAmerica, Regulations on fall, protection and erection/installation of trusses in residential construction are contained in OSHNs Fall Protec- tion Standard, 29'CFR 1926 Subpart M(the Standard). Section 1926.501(b)(13) of the Standard states in part: "Each employee engaged in residential construction activities 6 feet or more above lower levels shall be protected by guardrail systems, scaf- folding, a safety net system or a personal fall arrest system." Las regu/aciones sobre protecci6n contra caidas y /evantamiento/instalaci6n de entramados an construcci6n residencial vienen contenidos an la Regu/aci6n de Protecci6n contra Caidas de OSHA, .29 CFR 1926 Subparte M (el Estandar). La secci6n 1926.501(b)(13) ale /a regu/aci6n estab/ece an parte: "Cada emp/eado qua participe an actividades de construction residencial a 6 pies.o mbs por endima de niveles inferiores deberan ester protegidos por sistemas de rampas de proteccion, andamiaje, un sistema de red de seguridad o. un sistema de proteccion personal para detenci6n de cafdas." T oss systems ® DANGER Any part of an inad- equately braced or sheathed roof or floor truss system used as an anchorage point for any type of personal fall arrest system is dangerous and will increase the risk of serious injury or death. A WARNING Roof and floor trusses that are not properly braced per BCSI or sheathed -are not able to resist lateral impact loads associated with falls. A falling' worker attached to an inadequately braced set of trusses could cause all the previously set trusses to col- lapse in a domino effect. Q Refer to BCSI-B1* and BGSI- B2 for recommendations on proper bracing of trusses. Refer to BM-81* for recom- mendations on proper hoisting of trusses. trusses. ® DANGER Do not stand on Truss over- hangs until Structural Sheathing has been applied to the Truss and overhangs. Sisftmas de En&amama IPELIGRO! Cualquier pieza de un sistema de entramado de techo o el piso apuntalado o forrado de forma inadecua- da qua se utilice como punto de anc/aje para cualquier tipo de sistema de protec- cion personal para detenci6n de caidas es peligroso y aumentara el riesgo de lesiones personales de gravedad o la mueJte. -ADwI'9ATENCIA! Los entramados de techo y piso qua no estan correctamente epuntalados segdn BCSj o forrados no pueden resistir cargas de impacto lateral asociadas con caldas. U.7 trabajador qua sufre una calda y qua est6 acoplado a un conjunto de entrarnados que no est6n apuntalados adecuadarmnte podria pro- vocar que Jos entramados fijadas previa- mente-se colapsen con vn efeeto.dom n6. Cnnsaltr? %41-i F* snhre rrcnmendacirrnas pare levantar correcto de Ids entramados. -i-PEUGROI No Gamine sobre entramados no epunfalados. j-PWORM No se pare en el braguero voladizos hasta revestimiento estructural se ha apllcado a la armadura y voladizos. B11 Fall 150722 FALL PROTEMOM & TRUSSES ® DANGER Do not walk on trusses or gable end frames ly- ing flat, they do not have the structural strength.to support a worker safely while,oriented flat. 1PELIGR01 No camine sobre entramados ni estruc- turas de muro pinion dispuestos horizontalmehte ya que no poseen la.resistencia estructural para poder soportar a On trabajador con seguridad con orientaci6n horizontal. Site -Specific Jobm _ -Hazard Assessent Evalnacion -de Peligros d f' ahajas Fall protection and safe measures are 'obsite and en 5ifios Especificos P safety 1 building specific. The appropriate fall protection method must be determined through a site -specific job hazard assessment (JHA) conducted by a qualified person (1) who can design, install, and use fall protection systems and is authorized to correct any problems. The JHA is in- tended to assist in identifying risks and identify the least hazardous way to install trusses for a particular job. Fall hazards identified in the JHA shall be addressed . with conventional methods whenever possible, including guardrails, scaffolding, safety nets, personal fall arrest systems or catch platforms. Employers must consider whether it is safer to design and install a safe work platform/system around a hazard. A WARNING All fall protection solutions come with their own inherent hazards during use. A &RO@M Addressing fall protection hazards may be obvious, but other hazards must also be considered when choosing the appropriate site -specific fall protec- tion systems. This includes: 1. electrical hazards, including power lines; 2. projectile hazards while using pneumatic nail guns; 3. tripping hazards from cords and bracing materials; and, 4. lower level hazards, such as wall bracing, which some fall protection systems do not protect against. La protecci6n contra caidas y las medidas de seguridad son especificas para cada sitio de trabajo o edificio. El metodo apropiado para la protecci6n contra caidas de- bera determinarse siguiendo una evaluaci6n de peligros en el trabajo (JHA) especificos, realizados por una per- sona que estc calificada (1) que pueda disen'ar, instalar y utilizar sistemas de protecci6n para caidas, y que este autorizada para corregir cualquier problema. La JHA time el prop6sito de ayudar en la detecci6n de riesgos e identificar la forma menos peligrosa para instalar entra- mados para un trabajo en particular. Los peligros sobre de caidas identificados en la JHA seran tratados con metodos convencionales cuando sea posible como, por ejemplo: rampas de protecci6n, andamiaje, redes de seguridad, sistema de protecci6n personal para detenci6n de caidas o plateformas de agarre. Los empleados deberan considerar si es seguro diseiiar e instalar una plataforma/sistema de trabajo seguro alrededor de un peligro. 1ADVERTENCIAI Todas las soluciones de protecci6n contra caidas vienen con sus propfos peligros durante el use gCa0@9909 La solucon de peligros para la protecci6n contra caidas puede ser obvia, pero deberan consider - arse otros peligros al al elegir los sistemas de protecci6n contra caidas apropiados para un sitio espectfico. Esto incluye: 1. peligros de caracter electrico, como Ilneas de conduc- c16n el6ctdca; 2. peligros de objetos lanzados violentamente por el use de engrapadoras neumaticas tipo pistols; 3. peligros de tropiezos por cables y materiales de apunta lamiento; y, 4. peligros de niveles bajos, como un apuntalamiento de pared, contra to que no protegen Ids sistemas de protecci6n contra caidas. EdCSO-011 SUMMARY SHEET BALL PROTEQTOGM & TRUSSES I.Fall Protection Equ_ipTent Installation ® DANGER Individual trusses alone are NOT designed to SUPPORT fall protection, equipment. The Contractor is responsible for the construction means, methods, techniques, sequences, procedures, programs, and safety in connection with the receipt, storage, handling, installation, restraining, and bracing of trusses. Q Refer to ANSI/ASSE Z359.2-2007, Minimum Require- ments for a Comprehensive Managed Fall Protection Program, for guidance in meeting minimum fall protec- tion equipment installation and use requirements. This standard refers to equipment only, and does not apply to the underlying structure to which the equipment is affached.(2) A @a9V0@H While the equipment itself may resist the forces generated by a falling worker, it is up to a quali- fied person to determine whether the building's struc- tural system to which the fall protection equipment is attached meets or exceeds this standard as well. Scaffolding Use of interior or exterior scaffolding as a fall arrest system is permitted, but installation and use must adhere to the Standard requirements in 29 CFR 1926.500. Guard Rails Use of guard rails along the perimeter of the work area as a fall arrest system is permitted, but installation and use must adhere to the Standard requirements in 29 CFR 1926.500. Roof Peak Anchors A WARNING Completely brace, per BCSI-B1* and BCSI- B2* or sheath trusses, before installing a roof anchor for use , as personal fall restraint system. ®' Installation and use must adhere to the Standard requirements in 29 CFR 1926.500. A WARNING It is always safest to sheath a section (e.g. 3 or more trusses) of the roof system before installing a roof anchor for use as a personal fall restraint system. In- stallation and use must adhere to the Stan- dard requirements in 29 CFR 1926.500. instalaci6n de Equipo de Proteccion Conf _a Caidas 1PELIGRO! Los entramados individuales por si solos NO estan disenados para SOPORTAR equipo de protec- ci6n contra caldas. El contratista sera responsable de los medlos de con- strucci6n, los m6todos, las t6cnicas, las secuendas, los procedimientos, los programas y la seguridad en to que se refiere a recepci6n, almacenamiento, manejo, insta- laci6n, restricci6n y apuntalamiento de entramados Consulte ANSMASSE Z359.2-2007, Minimum Require- ments for a Comprehensive Managed Fall Protection Program (Requisitos minimos para un programa com- pleto de protecci6n contra caldas) si desea informad6n para el cumplimiento de los requisitos minimos para la instalaci6n y use de equipo de protecci6n contra caidas. Esta norma se reftere a equipo solamente, y no es apli- cable a /a estructura subyacente a la que est6 acoplado el equipo. (2) g ZCUB Q 09 Aunque e/ equipo por sl mismo puede resistir las fuerzas generadas por la caida de un tra- bajador, es responsabilidad de una persona calificada determinar si el sistema estructural del edificio al que se acopla el equipo de protecci6n contra caidas cumple o supera esta regulacl6n tambien. Andamiaje Esta permitido el use de andamiaje interior o exterior como sistema para detenci6n de caldas, pero la insta- laci6n y of use debera adherirse a los requisitos regula- torios descritos en 29 CFR 1926.500. Rampas de Protecclon Se permite el use de rampas de protecci6n a to largo del perimetro del area de trabajo como sistema para detenci6n de caidas, pero la instalaci6n y el use de- beran adherirse a los requisitos de la regulaci6n que se encuentran en 29 CFR 1926.500. Anelajes de Thlado iADVERTENCIA! Apuntale comp/etamente, segun BCSI-B1* y BCSI-B2* o forre los entramados, antes de instalar un anclaje de tejado para su use como sistema personal de restricci6n de caidas. La instalaci6n y el use debere adherirse a los requisitos regulatodos que se indican en 29 CFR 1926.500. 1ADVERTENCIA! Siempre es mas seguro forrar una secd6n (por ejemplo, 3 o mas entra- mados) del sistema de tejado antes de instalar un anclaje de tejado para use como sistema personal de restricci6n de caidas. La instalaci6n y el use debera adherirse a los requisitos regulatorios que se indi- can en 29 CFR 1926.500. acso-eat SUMS ARY saIEsT 1 FALL 6'U8OTEC'U'OW & TRUSSES Alternative Fall Protection Plans : Planes _ A/ternativos de ProlEeccion Coni ra 4(das After conducting a JHA, if the qualified person is able to demon- strate that conventional fall protection measures are infeasible (3) or present a greater hazard (4) to a particular worker or the entire crew, an employer may implement a written alternative fall protec- tion plan in compliance with residential construction fall protection under 29 CFR 1926.501(b)(13). The fall protection plan's alternative measures must apply to suf- ficiently trained and experienced workers (5), and the plan must meet the requirements of'29 CFR 1926.502(k) and be site -specific. The use of alternative measures shall be used in conjunction with conventional fall protection systems (6), and the use of alternative methods shall be as limited as possible. Ground Assembly Pre -assemble a truss system on the ground. Fully laterally restrain and diagonally brace, per BCSI-B1* and BCSI-B2 *the bottom chord and web member planes .Completely brace, per BCSI-B1* and BCSI-B2 * or sheath the top chord plane, for adequate stabil- ity. Lift and set in place. This pre -assembled section may then be used as an attachment point for personal fall restraint anchorage. Definitions (1) Under 29 CFR 1926.503(a)(2), a qualified person is one who should have knowledge, and be able to provide training to others, In the following areas: "the nature of fall hazards in the work area; the correct procedures for erecting, maintaining, disassembling, and inspecting the fall protection systems to be used; the use and operation of guardrail systems, personal fall arrest systems, safety net systems, warning line systems, safety moni- toring systems, controlled access zones, and other protection to be used; the role of each employee in the safety monitoring system when this sys- tem is used; the limitations on the use of mechanical equipment during the performance of roofing work on low -sloped roofs; the correct procedures for the handling and storage of equipment and materials and the erection of overhead protection; and, the role of employees in fall protection plans." (2) Commentary E5.4.2.2 of ANSI/ASSE Z359.2-2007 states, "The impact of fall forces on beams, columns and their supports other than anchorages are not addressed by this standard." (3) Under 29 CFR 1926.500(b), infeasible means "that it is impossible to perform the construction work using a conventional fall protection system (i.e., guardrail system, safety net system, or personal fall arrest system) or that it is technologically impossible to use any one of these systems to provide fall protection" (4) 29 CFR 1926.501(b)(2)(i) states, "there is a presumption that it is feasible and will not create a greater hazard to implement at least one of the [listed] fall protection systems. Accordingly, the employer has the burden of establishing that it is appropriate to implement a fall protection plan which complies with 1926.502(k) for a particular workplace situation, in lieu of implementing any of those systems." (5) 29 CFR 1926.503(a)(1) states, "the employer program shall enable each employee to recognize the hazards of falling and shall train each employee In the procedures to be followed in order to minimize these hazards. (6) Under 29 CFR 1926.500(b), conventional fall protection systems are: "guardrail system, safety net system, or personal fall arrest system." Despues de realizar Una eva/uaci6n JHA, si la persona Cali- ficada es capaz de demostrar que las medidas convencionales de protecci6n contra caldas son irrealizables (3) o presentan un mayor peligro (4) para un trabajador en particular o la cuadrilla entera, un empleador puede implementar un plan de protecci6n contra caldas altemativo por escrito en cumplimiento con 29 CFR 1926.50.1(b)(13) para protecci6n contra caldas en construcci6n residencial. Las medidas altemativas del plan de protecci6n contra caldas deberen aplicarse a trabajadores sufictentemente capacitados y experlmentados (5), y el plan debere cumplir los requisitos de 29 CFR 1926.502(k) y ser especificas para dada silo. El use de medidas alternativas se utilizare en conjuncidn con sistemas de protecci6n contra caldas (6), y, el use de m6todos altemativos sere to mes ltmitado posib/e. Montage on. of terreno Realice el montaje previo de un sistema de entramado en el terreno. Restrinja lateralmente por completo y apuntale diago- nalmente la cuerda inferior y los p/anos de la pieza de enrejado segOn BCSI-B1* y BCSI-B2.*Apuntale completamente, segan BCSI-B1 * y BCSI-B2, * o forre e/ piano de la cuerda superior, para conseguir la estabilidad adecuada. Alice y establezca en su lugar. Esta secci6n previamente montada puede utilizarse enton- ces como un punto de acoplamiento para anc/aife de restriccOn personal contra caldas. Definiciones (1) Bajo 29 CFR 1926.503(a)(2), una persona callficade es aquella que debe toner conocimientos y aptitud para proporcionar capacliacOn a otros, en las areas sigulentes: la naturaleza de los peligros de calde en el area de trabalio; los procedimientos corrector para levantar, mantener, desmontar a inspecclonar los sistemas de protecci6n contra caldas a ufilizarse; el use y to operaci6n de sistemas de rampas de protecci6n, sistemas personates pare detenci6n de caldas, sistemas de redes de seguridad, sistemas de lineas de advertencies, sistemas de monitoreo de seguridad zones de acceso controlado y otra proteccl6n a utilizarse; to funcl6n de dada empleado en el sistema de monitoreo de seguridad cuando se utilice este sistema; las limitaciones sobre el use de equipos mecanicos durante la realizacOn de trabeio en tejados de bola pendi- ente; los procedirnientos correctos para el manejo y almacenamlento de equipo y materia/es, y la construccOn de protecci6n superior, • y la funci6n de los empleados en planes de protecci6n contra caldas". (2) El comentario E5.4.2.2 de ANSUASSE Z359.2-2007 establece, "El rmpacto de las fuercas de caida sobre vigas, columns y sus soportes que no seen anclajes nose tratan en esta norma". (3) Segton 29 CFR 1926,500(b), irrealizable significa que es imposible llevar a Cabo el trabajo de c6nstruccl6n usando un sistema convencional de proteccl6n contra caldas (por ejemplo, sistemas de rampas de protec- cl6n, sistema de red de seguridad o sistema de protecci6n personal para detenci6n de caldas), o que es tecnoldgicamente rmposible usar cualqui- era de estos sistemas para proporclonar protecci6n contra caldas" (4) 29 CFR 1926.501(b)(2)(i) establece que, hay una suposic/6n de que es realizable y que no se creare un peligro mayor at implementar at menos uno de los sistemas de proteccl6n contra caldas [Indicados]. Por constgulente, el empleador tiene to responsabilidad de establecer que es apropiado implementar un plan de protecci6n contra caldas que se adhiere a 1926.502(k) para una situacl6n particular en el lugar de trabato, en lugar de implementar cualqurera de esos sistemas". (5) 29 CFR 1926.503(a)(1) establece que el programa del empleador permitlre a dada empleado poder reconocer los peligros de caldas y ca- pacitare a coda empleado en los procedimtentos a seguir para minimizer estos peligros". (6) Segun 29 CFR 1926.500(b), los sistemas convencionales de protec- ci6n contra caldas son: sistema de rampas de protecci6n, sistema de red de seguridad o sistema de protecci6n personal para detenci6n de caldas". 'Contact the component manufacturer for more Information or consult a Professional Engineer for assistance. To view a non -printing PDF of this document, visit sbcindustry.com/bll. sac MDR- This document summarizes the information provided in Section the 2013 Edition of Building Component Safety information SCSI - Guide to Good Pr Practctice for Handling, w666 muss COUNCIL TRUSS Restraining & Bracing of Metal Plate Connected Wood Trusses. Copyright TRUSS PLATE INSTITUTE © 2004-2015 Structural Building Components Association and Truss Plate Institute. 216 North Lee street, Ste. 312 6300 Enterprise Lane - Madison, wi 53719 All Rights Reserved. This guide or any part thereof may not be reproduced in any forth Alexandria, VA 22314 608-274-0649 - sboindustry.com without the written permission of the publishers. Printed in the United States of America. 703.683.1010 - tpinst.org ISICSU-131'1 SU91Ut3filOARY SHEET BCSI-B7: Temporary & Permanent Restraint/Bracing for Parallel Chord Trusses STRONGBACKING PROVISIONS St,ongbacking is intended to enhance the performance of the truss by helping to limit differential deflection between adjacent trusses and to reduce vibration. Strongbacking is generally attached near the bottom of vertical webs or scabs at specified intervals and focailuns hidlua€ed un the Truss Design Drawing (TDD). ANSI/ TPI 1 provides the following provisions for using strongbacking: Q The Building Designer specifies if strongbacking is re- quired, Q Use a minimum 2x6 (nominal) lumber oriented with the depth vertical. Q Attach the strongbacking to each truss with a minimum of three (3)16d common nails (0.162x3.5"). Shim the joint between the strongback and truss to ensure a solid connection. 21 The strongbacking shall be as continuous as possible. When required to be cut, removed, or modified to al- low for the installation of mechanical and/or plumbing lines, the continuity at the adjoining floor sections shall be maintained as specified by the Truss Designer. 0 Spacing between strongbacking shall not exceed 101. Q When specified to control vibration in floor assemblies, locate the strongbacidng as stipulated on the Truss De- sign Drawing unless otherwise specified by the Building Desioner. Q When specified to control deflection in floor assemblies, unless otherwise specified by the Truss Designer, install one strongback near the centerline of the truss clear span when the deflection due to live load exceeds 0.67" and install two strongbacks near the centerline of the clear span, or near the third points of the truss span, when the live load deflection exceeds 0.85". 10 Floor trusses with ceilings attached that meet span/480 live load deflection criteria dQ, not rentnre stmnaharkinn_ unless required for a specific 'r' fi a -rated assembly or spec- ified in the Construction Documents. FIGURE B7.12 23 Attach the ends of each row of strongbacks to a wall or an- other secure end restraint. Q A9anyTruss Manufacturers will also include a supplemental tag, such as the one shown above, to further assist the erection/ lesfall 1 on Contractrir in correctly installing strongbaelting. . LATERAL RESTRAINT & :. DIAGONAL BRAMNG r:; ;:_,:'., ARE VERY IMPORTANT! .. E1O NOT WALK ON UNSRACED TRUSSES FIGURE 87-13 61 OFF-,RlD GE INS TALLA TIOIA 838 11 TRUSSES 7 111 SOLID 2X4 BLOCKING 21 -02 V7ZI Of 10-.,zl( 10 xl(l. Fide Hole 74: 000 5 11, OSB SHEATHING 21-6311 LAMA -NCO OFF RIDGE VENT FRAMING DETAIL SHEET: OR1 F1 fRlriAW:11 T 7.17 - PF; October 25, 2012 I STANDARD BOLT TO SCREW ST-4PLY SCREW TRUSS CONNECTION DETAIL L-Ja 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of Four ply girder trusses are to be connected together using the nailing or screw schedule provided by Mitek 20/20 software. In addition to the nailing typically specified, 1/2" dia. bolts are sometimes specified throughout certain chords as indicated on the truss design drawing. In lieu of these bolts, the following wood screws may be used: USP WS6, MiTek Trusslok 6", or equivalent. These screws are to be installed in two rows(spaced 24"o.c. in 2x 6 and larger chords (use one row in 2x 4 chords) as shown in the detail below. These connections are intended to provide clamping force to aid in allowing the four ply assembly to act as a unit and are not included in the calculation of ply to ply load transfer. TREWS SCREWS MAY ALSO BE STAGGERED AS SHOWN Please note that screws are not required from the back face. However, it is vitally important that the plies are tightly clamped together during the installation of the screws to prevent gaps between the plies. For trusses where screws are specified for the ply to ply connection instead of nails, the bolts called in the connection notes may be omitted. HIP TRUSS BLOCKING REQUIREMENTS 2X BLOCKINOTYP NAILED W..,*'IOD 12"O.C. 2X YfLOCKINCY TYP NAILED ..' 10D 12" O.C. & ONE BACK OF itip,rRiss FL,-kr"COP CHORD PRL - ENO) TRUSSES NOTE: NO BLOCKING IS REQUIRED ON 4/12 AND BELO'"' PITCHED RDOFS j HB I 1' .1111, n I 11L., -.1 1 TOE -NAILED CONNECTIONS AT BEARING LOCATIONS 90 DEGRLEANGLE SQIJAYI CUT Connectim at A Cunflo Bolt at C SJDL W..W SIDE : IV cam rr u •Y �:iti Sk1T �L10. SiTN�. -. r�r xux r,u omc GAF tlkn? •-'� Y/pRSk1i! 30W L L/3 IOd (0.131" x 3") nails TYPICAL CORNER FRAMING 45 DEGREE ANGLE / SQUARE CUT Cott "tion at 6 9V)Y�lEti A kiSF�lSt. J•�F.•ri= L e 10d (0.131n s 3 ) nails 1 CONNECTION VALUES: GRAVITY (3)IOD 320 (3)I6D 355 UPL(I T 385 402 Wind loading: Basic wind speed is 160 MEH ULT (124 : LSD). Fajusun: category a or C. 0=1pancy category 11 4.8 paf top chord dead load. 4.2 .asf bottom chord dead Imd. 25'toot holght. \Mn. S gable cod zone. Encascdlsnildit�(Cnhd.I} '. F M R-10:1•FI-07, ASCE 7-10 Durrtion of load is 1.60 L= VAIL l-1:Vgnl OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES aaaa 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. rage i OT l TOTAL NUMBER O NAILS EACH SIDE OF BREAK' x INCHES MAXIMUM FORCE (Ibs)15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 1 2x6 2x4 2x6 2x4 2x6 2x4 1 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 ' DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.131"dia. x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: 'A L=(2)X+C • 10d NAILS NEAR SIDE +10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. Job Truss Truss Type City Ply 1867 A Base 1867 H01 Hip 2 I 1 I 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:12 Page: 1 ID:?mVGWcUloc2UZ01E?DOSViylyrT-vbKAW3LPfxMAM 12AgrVSopx3W?aouuSe5Ot4kdylayg 0-10 8 1 1-3 15-6-10 23-0-0 25-0-0 32-5-6 39-10-13 48-0-0 48-10-E 0-10-8 8-1-0 7-5 6 7-5-6 71 ¢.� 7-5-6 7-5 6 8-1-3 0-10-8 N Go ao -3-4— 5x6 5x6 4x6 2x4 39V 3x5 3x5 4x6� 2x4 4x6 4x6 24-10-4 3x5 I 8-1-3 l 15-6-10 1 23-1-12 l t 32-5 6 t 39-10-13 t 46 0-0 l 8-1-3 7-5-6 7-7-2—r1-8.8 7-7-2 7-5-B 8-1-3 Scale=1:83.5 Plate Offsets (X, Y): [4:0-3-0,Edge], [9:0-3-0,Edge] 'P 2 Loading (psf) Spacing 2-0 0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.71 17-19 >810 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.71 17-19 >810 180 BCLL 0.0. Rep Stress Incr YES WB 0.88 Horz(CT) 0.22 11 Na n/a I BCDL 10.0 Code FRC2020/TP12014 f Matrix -MS Weight 242 tb FT = 20% LUMBER TOP CHORD 2x4 SP No.1 D *Except* T3:2x4 SP No.2 BOTCHORD 2x4 SP No' 1D WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. WEBS 1 Row at midpt 5-17, 8-16 REACTIONS (lb/size) 2=162410-7-10, (min. 0-1-10), 11=1624/0-7-10, (min. 0-1-10) Max Horiz 2=244 (LC 12) Max Uplift 2=-1151 (LC 8). 11=-1151 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) orless exceptwhen shown. TOP CHORD 2-27=-4261/3242, 3-27= 4226/3253, 34=3481/2777, 4-5=-3383/2795, 5-28=-2665/2226, 6-28=-2655/2246, 6-29=2482/2222, 7-29=2482/2222, 7-30=-2655/2264, 8-30=-2665/2244, 8-9=3383/2759, 9-10=3481/2741, 10-31=-4226/3234,11-31=-4261/3223 BOT CHORD 2-20=2979/4009, 19-20=-2979/4009, 18-19=-2380/3252, 17-18=2380/3252, 16-17=1665/2482, 15-16=2333/3252, 14-15=2333/3252, 13-14=2933/4009, 11-13=2933/4009 WEBS 3-20=0/314, 3-19=-806/•711, 5-19=175/536, 5-17=989/894, 6-17=-449/629, 7-16=449/629, 8-16=-989/894, 8-14=-175/536, 10-14=-806/712, 10-13=0/314 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 23-0-0, Extedor(2E) 23-0-0 to 25-0-0, Exterior(21R) 25-0-0 to 31-9-7, Interior (1) 31-9-7 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) AII plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06700 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1151 lb uplift atjoint 2 and 1151 lb uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 1867 A Base 1867 H02 Hip 2 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:13 Page. 1 ID:7mVGWcUloc2UZOIE7DOSViylyrT-vbKAW3LPtxMAM 12AgrVSopx7S7YNuwKe5Ot4kdylayg -0-10-8 48-10-8 7.4-0 14-3-2 21-0-0 27-0-0 33-8 14 401 8-0 48-0-0 0-10 8 7� 0 6-11-2 6 8-14 6-0-0 6 8-14 6 1-2 7-{ 0 0-10 8 5x8 5x6 6 28 7 46 2x4 3x5 5x6 WB 3x5 3x8' 5x6 WB 3x5 2x4 4x6 7�4-0 14-3-2 21-1-12 26-10-4 33-8-14 40-8-0 48-0-0 7 4 0 6-11-2 6_ -11-2 5 8 8 6-10-10 6 11-2 7-4-0 Scale=1:83.4 Plate Offsets (X, Y): [4:0-3-0,Edge], [6:0-5-4,0-2-8], [9:0-3-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Wail Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.73 17-19 >794 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.89 17-19 >649 180 BCLL 0.0 • Rep Stress Incr YES WB 0.76 Horz(CT) 0.24 11 n/a n/a BCDL 10,0 Code FRC2020/TP12014 Matrix -MS Weight2491b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.11) WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. WEBS 1 Row at midpt 5-17, 6-16, 8-16 REACTIONS (lb/size) 2=1624/0-7-10, (min. 0-1-13), 11=1624/0-7-10, (min. 0-1-13) Max Horiz 2=-224 (LC 13) Max Uplift 2=-1174 (LC 8), 11--1174 (LC 9) Max Grav 2=1806 (LC 2), 11=1803 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-27=-4825/3401, 3-27=4795/3410, 3-4=403412979, 4-5=3994/2989, 5-6=3223/2502, 6-28=-3023/2417, 7-28=-3023/2417, 7-8=-3215/2476, 8-9=3986/2918, 9-1O=4026/2908, 10-29=-4787/3357, 11-29=-4817/3348 BOT CHORD 2-20=3136/4553, 19-20=3136/4553, 18-19=2587/3789, 17-18=2587/3789, 17-30=1948/3030, 16-30=1948/3030, 15-16=2478/3781, 14-15=2478/3781, 13-14= 3049/4546, 11-13=3049/4546 WEBS 3-20=0/286, 3-19=-818/663, 5-19=134/519, 5-17=943/788, 6-17=-377l788, 7-16=382/775, 8-16=943/791, 8-14=-134/519, 10-14=-818/664, 10-13=0/286 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp Q Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 21-0-0, Exterior(2E) 21-0-0 to 27-0-0, Extedor(2R) 27-0-0 to 33-8-14, Interior (1) 33-8-14 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 1174 lb uplift at Joint 2 and 1174 lb uplift atjoint 11. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 H03 Hip 2 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:13 Page: 1 ID:?mVGWcUloc2UZOIE?DOSViylyrT-vbKAVV3LPfxMAMl2AgrVSopxOE?X uxte5Ot4kdylayg 0 10-8 48-10-8 l l 7-0 9 13-4-12 19-0-0 24-0-0 l 29-0-0 _ _ L 34-7-4 I 40-11-7 1 48-0-0 0I 1 7-0-9 6 4-3 5 7 4 5-0-0 5 0-0 5-7 4 6 4-0 7-0-9 0-10-8 5x6 3x5 5x6 6 28 7 29 8 4x6 3x5 5x6 WB 3x8 3x8 5x6 WB 3x5 46 I 9-1-5 19-1-12 1 28-10-4 1 38-10-11 1 48-0-0 I 9-1-5 ( 10-0-7 9-8-8 10-0-7 1 9-1-5 Scale=1:83.3 Plate Offsets (X, Y): [4:0-3-0,Edge], [10: 0-3-0, Edge] Loading (psf) Spacing 2-0-0 DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 CC TC 0.93 Vert(LL) 0,76 16-17 >762 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.09 16-17 >527 180 BCLL 0.0. Rep Stress Incr YES WB 0.66 Horz(CT) 0.23 12 n/a n/a BCDL 10.0 1 Code FRC2020ITP12014 Matrix -MS Weight 2421b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1D WEBS 2x4 SP No.2 OTHERS '2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except 4-5-0 oc bracing: 16-17. REACTIONS (lb/size) 2=1624/0-7-10, (min. 0-1-13), 12=1624/0-7-10, (min. 0-1-13) Max Horiz 2=203 (LC 12) Max Uplift 2=-1194 (LC 8), 12=-1194 (LC 9) Max Grav 2=1812 (LC 2), 12=1812 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-26=-4812/3458, 3-26=-4782/3467, 3-4c4630/3293, 4-27=-4588/3294, 5-27=-4560/3302, "-3496/2639, 6-28=-3301/2577,7-28=3301/2577,7-29=-3301/2577,8-29=-3301/2577,8-9=3496/2639,9-30=-4560/3302, 10-30=-4588/3294,10-11=-4630/3293,11-31=-4782/3467,12-31=-4812/3458 BOT CHORD 2-19=3195/4546, 18-19=-2690/3833, 17-18=-2690/3833, 17-32=2238/3378, 32-33=-2238/3378, 16-33=2238/3378, 15-16=2677/3833, 14-15=2677/3833, 12-14=3182/4546 WEBS 3-19=-328/483, 5-19=-348f760, 5-17=703/752, 6-17=612/915, 7-17=314/365, 7-16=-314/365, 8-16=512/915. 9-16=-703/752, 9-14=-349/760, 11-14=328/483 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Extedor(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 19-0-0, Exterior(2R) 19-0-0 to 25-9-7, Interior (1) 25-9-7 to 29-0-0, Extedor(2R) 29-0-0 to 35-9-7, Interior (1) 35-9-7 to 48.10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1194 lb uplift at Joint 2 and 1194 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type City Ply 1867 A Base 1867 H04 Hip 2 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben' Scale=1:83.2 Run: 8.42 S Aug 25 2020 Print: 8.420 5 Aug 25 2U2U Mi IBK industries, Inc. Mon Nov i6 womi,3 . rage: -i ID:?mVG WCUloc2UZOIE?DOSViylyrT-vbKAW3LPfxMAM12AgrVSopx?I?XcuyMe5Ot4kdylayg -0-10-8 48-10-8 6-1-3 11-6-10 17-0-0 24-0-0 31-0-0 36-5-6 41-10-13 48-0-0 6-1-3 5 5 6 5-5-6 7-0-0 7-0-0 5-5 6 5-5 6 6-1 3 0-10-8 0-10-8 5x8 2x4 5x8 4x8 3x5 MT20HS 5x10 3x8 3x5 3x5 4x8 3x5 MT20HS 5x10 8-9-14 17-1-12 24-0-0 30-10-4 39-2-2 48-0-0 8-9-14 8-3-14 6-10-4 6-10-4 8-3-14 89--14 Plate Offsets (X, Y): [4:0-3-0,Edge], [6:0-5-4,0-2-8], [8:0-5-4,0-2-8], [10:0-3-0,Edge] Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.82 17-18 >702 240 MT20 244M90 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.96 17-18 >599 180 MT20HS 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix-M-S Weight: 241lb. PT=20°/o LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP NoA D BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. WEBS 2x4 SP No.2 REACTIONS (lb/size) 2=1624/0-7-10, (min. 0-1-13), 12=1624/0-7-10, (min. 0-1-13) Max Horiz 2=183 (LC 12) Max Uplift 2=-1213 (LC 8), 12=1213 (LC 9) Max Grav 2=1819 (LC 2), 12=1819 (LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-4871/3503, 3-27=-4840/3510, 3-4=-4654/3276, 4-5=4593/3284, 5-6=-3724/2763, 6-7=3843/2952, 7-8=-3843/2952, 8-9=3724/2763, 9-10=-4593/3284, 10-11=-4654/3276; 11-28=-4840/3510, 12-28=-4871/3503 BOT CHORD 2-20=-3243/4606, 19-20=-2822/4059, 18-19=-2822/4059, 18-29=-2270/3517, 17-29=2270/3517, 17-30=-2258/3517, 16-30=2258/3517, 15-16=2811/4059, 14-15=-2811/4059, 12-14=3232/4606 WEBS 3-20=-313/452, 5-20=-197/567, 5-18=-682/681, 6-18=-302/690, 6-17=-463/544, 7-17=-368/531, 8-17=-463/544, 8-16=-302/690, 9-16=-682/682, 9-14=-197/567, 11-14=-313/452 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 17-0-0, Extedor(2R) 17-0-0 to 24-0-0, Interior (1) 24-0-0 to 31-0-0, Extedor(2R) 31-0-0 to 37-9-7, Interior (1) 37-9-7 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ' 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCD = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1213 lb uplift atjoint 2 and 1213 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 H05 Hip 2 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MTek Industries, Inc. Mon Nov 1614:58:13 Page: 1 ID:?mVGWcUloc2UZOIE?DOSVylyrT-NnuYkPM1QFU1 BcMOYOhL1TCnOvtdNioK2deG3ylayf -0t108 8-4-1 L 15-0-0 I 20-54 l 27-6-12 l 33 0-0 t 39-7-1.5L 48-0-0 10 8 8_4_1 i 6-7-15 5-5-5 7-1-7 5-5-5 6 7-15 8-0-1 0-10-8 5x6 3x5 5x6 WB 3x5 5x8 4x6 2x4 3x8 3x5 5x6 WB 2x4 4x6 5x6 WB 3x8 t 8 4-1 t 15-1-12 t 24-0-0 l 32-10-4 39-7-15 48-0-0 8 4 1 6-9-11 8-10-4 8-10-4 6-9-11 8-4-1 Scale=1:83.2 Plate Offsets (X, Y): [4:0-3-0,Edge], [7:0-3-0,Edge], [10:0-3-0,Edge] Loading (psf) Spacing 210-0 CS' DEFL in (loc) Vdefl Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL .25 TC 0.88 Vert(LL) 0.85 17 >681 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.89 17-19 >644 180 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.23 12 n/a n/a BCDL 10.0 Code FRC202o1FP12014 Matrix -MS Weight: 233W FT=20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP No.1 D BOT CHORD 2x4 SP No' ID WEBS 2x4 SP No'2 OTHERS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing. REACTIONS (lb/size) 2=1624/0-7-10, (min. 0-1-10), 12=1624/0-7-10, (min. 0-1-10) Max Horiz 2=162 (LC 12) Max Uplift 2=-1230 (LC 8), 12=-1230 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-4246/3406, 3-27=4211/3418, 3-4=3494/2847, 4-5=-3438/2863, 5-6=-3285/2804, 6-28=3771/3136, 7-28=-3771/3136, 7-29=-3771/3136, 8-29=-3771/3136, 8-9=-3285/2804, 9-10=-3438/2863, 10-11=-3494/2847, 11-30=4211/3418,12-30=-4246/3406 BOT CHORD 2-20=-3136/3995, 19-20=-3136/3995, 18-19=2799/3705, 17-18=2799/3705, 16-17=-2811/3705, 15-16=2811/3705, 14-15=3124/3995, 12-14=3124/3995 WEBS 3-20=0/299, 3-19=-799/785, 5-19=-560/857, 6-19=698/615, 6-17=-145/327, 8-17=145/327, 8-15=-698/615, 9-15=-560/857,11-15=-799/785,11-14=0/299 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Extedor(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 15-0-0, Extedor(2R) 15-0-0 to 21-9-7, Interior (1) 21-9-7 to 33-0-0, Extedor(2R) 33-0-0 to 39-7-16, Interior (1) 39-7-15 to 48-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1230 lb uplift at joint 2 and 1230 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 H06 Hip 2 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben co 4 3-i- Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:b8:13 Page: 1 I D:4mVGWcUloc2UZ01E?DOSViylyrT-NnuYkPM1 QFU1_BcMOYOhL1 TBrOwKdMmoK2deG3ylayf -0-10-8 48-10-8 7-35 13-010 18-6-14 24-0-0 29-5-2 35-0-0 40-8-11 48-M 0110-8 7 3-5 5-8 11 5.6-14 5-5-2 5-5-2 5 6 14 5-8-11 7-3-5 0-10-8 5x6 3x5 5x6 3x5 5x6 4x6 2x4 3x8 MT20HS 5x10 3x5 3x5 MT20HS 5x10 3x8 2x4 4x6 7-3-5 13-1-12 20-4 9 27-7-7 34-10-4 40-B-11 48-0-0 7-3 5 5-10-7 7-2-13 7-2-13 7-2-13 S-10.7 7 3-5 Scale = 1:83.2 Plate Offsets (X, Y): [6:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 1.04 15-16 >552 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -1.05 15-16 >550 180 MT20HS 187/143 BCLL 0.0' Rep Stress Incr YES WB 0.81 Horz(CT) 0.24 10 n/a n/a BCDL 10.0 Code FRC2020ITP12014 'Matrix -MS Weight:23416 FT=20W LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 3-7-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS (lb/size) 2=1624/0-7-10, (min. 0-1-10), 10=1624/0-7-10, (min. 0-1-10) Max Horiz 2=142 (LC 12) Max Uplift 2=-1244 (LC 8). 10=1244 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-4316/3447, 26-27=-4271/3447, 3-27=4231/3456, 3-4=-3685/2984, 4-5=-3481/2915, 5-28=4253/3489, 6-28=-4253/3489, 6-29=-4253/3489, 7-29=-4253/3489, 7-8=-3481/2915, 8-9=-3685/2984, 9-30=-4231/3456, 30-31=-4271/3447,10-31=4316/3447 BOT CHORD 2-19=3182/4055, 18-19=-3182/4055, 17-18=-3125/4143, 16-17=3125/4143, 15-16=-3267/4353, 14-15=3138/4143, 13-14=3138/4143, 12-13=3169/4055, 10-12=-3169/4055 WEBS 3-19=0/256, 3-18=658/672, 4-18=601/919, 8-13=-601/919, 9-13=-658/672, 9-12=0/256, 5-18=946/773, 7-13=946f773, 5-16=208/358, 6-16=-228/365, 6-15=228/365, 7-15=208/358 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 13-0-0, Exterior(21R) 13-0-0 to 19-9-7, Interior (1) 19-9-7 to 35-0-0, Exterior(21R) 35-0-0 to 41-9-7, Interior (1) 41-9-7 to 48-10-8 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1244 lb uplift atjoint 2 and 1244 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 HGR07A Hip Girder 2 3 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben MA Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 Mi rek Industries, Inc. Mon Nov 16 14:58:13 I,age: 1 ID:?mVGWcUIoc2UZOIE?DOSViylyrT-NnuYkPM1 QFUi_BCMOYOhL1 TDDOxIdUaoK2deG3ylayf -0-10-8 l 648 1755I -0-0 _48_l-10I -8 l 2 -7:2-0 48 26 6-6-4 66478 n_1nR 6-4 4-7-8 _14 6-5-6-4-8 0-10-8 4123-5 F3ill-if•>Ei�� MT20HS 6x10 46 ex10 46 MT20HS 6x10 4 25 26 2Z 28 29 6 30 31 32 713 34 35 8 3x5 20 . 19 36 3718 387 39 40 4111642 43 44 165 1446 47 13 12 t-'r 48 2x4 10x10 MT20HS 5x10 4x8 4x6 10x10 2x4 4x8 4x6 MT20HS 6x10 l 6 4 8 I 10-10 4 ! 17-5-2 1 24-0-0 l 30-6-14 1 37-1-12 I 41-7-8 I 48-0-0 6-4-8 4-5-12 6-6 14 6-6-14 6 6-14 6-6-14 45-12 fill-8 Scale=1:83.2 Plate Offsets (X, Y): [2:0-4-0,0-1-10], [4:0-5-0,0-2-0], [6:0-5-0,0-4-8], [8:0-5-0,0-2-0], [10:0-4-0,0-1-10], [13:0-3-8,0-5-0], [19:0-3-8,0-5-0] STP Loading (psf) Spacing 2-0 0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 1.12 16-17 >514 240 MT20HS 187/143 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.98 16-17 >588 180 MT20 I 244/190 BCLL 0.0' Rep Stress Incr NO WB 0.31 Horz(CT) -0.21 10 n/a n/a BCDL 10.0 1 Code FRC2020/TP42014 Matdx-MS Weight 882lb FT=2004 LUMBER TOP CHORD 2x4 SP No.2'Excepr T2:2x6 SP No.1 D BOT CHORD 2x6 SP No.1D WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. REACTIONS (lb/size) 2=448210-7-10, (min. 0-1-8), 10=4459/0-7-10, (min. 0-1-8) Max Horiz 2=119 (LC 25) Max Uplift 2=-3783 (LC 4), 10=3765 (LC 5) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13468/11286, 3-4=13214/11153, 4-25=-15916/13482, 25-26=-15917/13483, 26-27=-15918/13483, 5-27=15919/13484, 5-28=16623/13986, 28-29=16623/13986, 6-29=16623/13986, 6-30=-16623/13986, 30-31=16623/13986, 31-32=16623/13986, 7-32=16623/13986, 7-33=15780/13372, 33-34=-15779/13372, 34-35=15778/13371, 8-35=-15776/13371, 8-9=13154/11106, 9-10=13394/11224 BOT CHORD 2-20=10685/12753, 19-20=-10685/12753, 19-36=10380/12433, 36-37=1038d/12433, 18-37=-10380/12433, 18-38=10380/12433, 17-38=-10360/12433, 17-39=13296/15916, 39-40=13296/15916, 40-41=13296/15916, 16-41=13296/15916, 16-42=-13085/15776, 42-43=13085/15776, 43-44=-13085/15776, 15-44=13085/15776, 15-45=10234/12374, 14-45=10234/12374, 14-46=10234/12374, 46-47=-10234/12374, 13-47=10234/12374, 12-13=10527/12682, 10-12=-10527/12682 WEBS 3-19=-264/623, 4-19-1575/2052, 4-17=-3465/4071, 8-15=3390/3978, 8-13=1606/2084, 9-13=249/629, 5-17=-974/1081, 5-16=-752/877, 6-16=-444/625, 7-16=-902/1036, 7-15=1083/1190 NOTES 1) 3-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 -1 row at 0-9-0 oc, Except member 4-19 2x4 - 2 rows staggered at 0-9-0 oc, Except member 8-13 2x4 - 2 rows staggered at 0-9-0 oc. 2) AII loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with,any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3783 lb uplift at joint 2 and 3765 lb uplift at joint 10. C,NInu o" page 2 Job Truss Truss Type City Ply 1867 A Base 1867 HGR07A Hip Girder 2 3 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 5 Aug Zb ZUZU rnm: 8.4Zu b Aug ZO ZUZV Mi ieK Inausme5, Inc. Mon NVV 16 wao. !a reye. < ID:?mVGWcUIoc2UZ01 E?DOSViylyrT-NnuYkPM 1 QFU 1_BCMOYOh L1 TDOOxldUaoK2deG3ylayf 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 100 lb up at 11-0-0. 44 lb down and 100 lb up at 13-0-12. 44 lb down and 100 lb up at 15-0-12, 44 lb down and 100 lb up at 17-0-12, 44 lb down and 100 lb up at 19-0-12, 43 lb down and 99 lb up at 21-0-12, 64 lb down and 142 lb up at 24-11-4, 64 lb down and 142 lb up at 26-11-4, 43 lb down and 99 lb up at 28-11-4, 44 lb down and 100 lb up at 30-11-4, 44 lb down and 100 lb up at 32-11-4, and 44 lb down and 100 Ib up at 34-11-4, and 47 lb down and 100 lb up at 37-0-0 on top chord, and 1393 lb down and 1178 lb up at 11-0-0, 261 lb down and 206 lb up at 13-0-12, 261 lb down and 206 lb up at 15-0-12, 261 lb down and 206 lb up at 17-0-12, 261 lb down and 206 lb up at 19-0-12, 263 lb down and 209 lb up at 21-0-12, 54 lb down at 23-0-12, 54 lb down at 24-11-4, 54 lb down at 26-11-4, 263 lb down and 209 lb up at 28-11-4, 261 lb down and 206 lb up at 30-11-4, 261 lb down and 206 lb up at 32-11-4, and 261 lb down and 206 lb up at 34-11-4, and 1393 lb down and 1178 lb up at 36-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-46, 4-8=46, 8-11=46, 2-10=20 Concentrated Loads (lb) Vert 4=32, 8=32, 19=1393, 13=1393, 25=32, 26=32. 27=-32, 28=-32, 29=31, 30=62, 31=62, 32=31, 33=32, 34=32, 35=32, 36=261, 37=261, 38=261, 39=-261, 40=263, 41=-26, 42=-26, 43=26, 44=263, 45=261, 46=261, 47=261 Job Truss Truss Type Qty Ply 1867 A Base 1867 J14 Jack -Open 8 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:13 Page: 1 ID:CUpNtsKCbEIOBkJ1r40vaXypywH-NnuYkPM1QFU1 BcMOYOhL1T0605ldYQoK2deG3ylayf -0-10-8 1-0-0 0-10-8 1-0-0 12 4r ST1.5x8 STP 3 2 0-1 -3 0-3-115 1 0- 15 Q A 4 � a 2x4 Scale=1:18.1 1-0-0 Plate Offsets (X, Y): [2:0-2-14,0-0-10) Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0• Rep Stress Incr NO WB 0.00 Horz(CT) n/a n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MP Weight 5lb FT=20% LUMBER TOP CHORD 2x4 SIP No.2 SOT CHORD 2x4 SP No.2 REACTIONS (lb/size) 2=91/0-7-10, (min. 0-1-8), 3=10/ Mechanical, (min. 0-1-8), 4=4/ Mechanical, (min. 0-1-8) Max Horiz 2=51 (LC 6) Max Uplift 2=-132 (LC 6), 3=8 (LC 10) Max Grav 2=91 (LC 1), 3=11 (LC 3). 4=11 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 132lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 J34 Jack -Open 8 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 16 l t.58:13 , Page: 1 I D:CUpNtsKCbEiOBkJ1 r4OvaXypywH-NnuYkPMl QFU1_BcMOY0hL1TOfO4ldYQoK2deG3ylayf -0-10-8 3-0-0 0-10-8 3-0.0 12 4 F- J ST1.5x8 STP 1- 15 2 B1 6 g 4 6 6 2x4 3-0-0 Scale=1:18.5 Plate Offsets (X, Y): [2:0-2-14,0-0-101 Loading (Ps' Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.251 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(CT) 1 n/a - n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MP Weight 11 lbr FT= 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=143/0-7-10, (min. 0-1-8), 3=56/ Mechanical, (min. 0-1-8), 4=35/ Mechanical, (min. 0-1-8) Max Horiz 2=97 (LC 6) Max Uplift 2=-150 (LC 6), 3=-73 (LC 10), 4=6 (LC 10) Max Grav 2=143 (LC 1), 3=56 (LC 1), 4=50 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3, 150 lb uplift atjoint 2 and 6 lb uplift atjoint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 J54 Jack -Open 8 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run, 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:13 Page: 1 ID:CUpNtsKCbEiOBkJ1r4OvaXypywH-NnuYkPM1QFU1^BcMOYOhL1TIKO?LdYQoK2deG3ylayf 0-3-15 -� -0-10-8 5-0-0 0-10-8 5-0-0 2x4 12 Or- Scale=1:20.5 5-0-0 Plate Offsets (X, Y): [2:0-0-6,Edge] Loading (psf) Spacing 2-0-0 CSI1,DEFL in (loc) I/deft ,Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >971 180 BCLL 0.0. Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 1 Code FRC2020ITP12014 Matrix -MP Weight: 17lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS (lb/size) 2=207/0-7-10, (min. 0-1-8), 3=99/ Mechanical, (min. 0-1-8), 4=60/ Mechanical, (min. 0-1-8) Max Horiz 2=144 (LC 6) Max Uplift 2=-187 (LC 6), 3=134 (LC 10), 4=-6 (LC 10) Max Grav 2=207 (LC 1), 3=99 (LC 1), 4=87 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134lb uplift at joint 3, 187 lb uplift at joint 2 and 6 Ito uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 J74 Jack -Open 8 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben M N 0-3- Scale=1:25.4 Plate Offsets (X, Y): [2:0-1-6,Edge] Run: 8.42 S Aug 25 2020 Print 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:13 Page. 1 ID:CUpNtsKCbEiOBkJ1r4ovaXypywH-NnuYkPM1QFU1_BCMOYOhLiTIKO tdxzoK2deG3ylayf 0-10-8 45-1 7-0-0 0-10-8 45-1 2-6-15 3x4 3x4 7-0-0 6-9-15 6-9-15 0-2-1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.07 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.14 5-8 >609 180 BCLL 0.0 Rep Stress [nor NO WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FRC2020ITP12014 Matdx-MP Weight 27lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 2x4 SP No.2 REACTIONS (lb/size) 2=27310-7-10, (min. 0-1-8), 4=30/ Mechanical, (min. 0-1-8), 5=196/ Mechanical, (min. 0-1-8) Max Horiz 2=192 (LC 6) Max Uplift 2=-229 (LC 6), 4=70 (LC 6), 5=-126 (LC 6) Max Grav 2=273 (LC 1), 4=30 (LC 1), 5=198 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-297/396, 9-10=293/397, 3-10=-290/402 BOT CHORD 2-5=-579/363 WEBS 3-5=-409/652 NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=C2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope),exterior zone and C-C Exterior(2E)-0-10-8 to 2-1-8, Interior (1) 2-1-8 to 2-8-5, Exterior(21R) 2-8-5 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ito uplift at joint 4, 229 lb uplift atjoint 2 and 126 Ito uplift atjoint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 J94 Jack -Open 8 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben 0-10-8 M n C6 0-3- Scale =1:27.2 Plate Offsets (X, Y): [2:0-0-10,Edge] 3x6 Run: 8.42 5 Aug 25 2020 Print: 8.420 S Aug 25 2020 M7ek Industies, Inc. Mon Nov 1614:58:14 Page: 1 ID:4NSzD4RmltwwxEbzSKRzc8zhFKX-NnuYkPM 1 QFU t_BcMOY0hL1 TFuOwedW4oK2deG3ylayf 5-5-14 3-6-2 3x4 9-0-0 8-9-14 8-9-14 0-2-2 Loading (psf) Spacing 2-0-0 CSI DEFL in (Icc) Well L/d PLATES GRIP TCLL (roof) 1 LO Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.19 5-8 >565 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.40 5-8 >271 180 BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MS Weight: 35 th FT= 20%, LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS (lb/size) 2=339/0-7-10, (min. 0-1-8), 4=43/ Mechanical, (min. 0-1-8), 5=249/ Mechanical, (min. 0-1-8) Max Horiz 2=239 (LC 8) Max Uplift 2=-270 (LC 8). 4=95 (LC 8), 5=-163 (LC 12) Max Grav 2=339 (LC 1), 4=43 (LC 1), 5=251 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-9=-385/538, 9-10=-372/540, 3-10=-358/547 BOT CHORD 2-5=-768/450 WEBS 3-5=500/853 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 8-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where'a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 4, 270 lb uplift at joint 2 and 163 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type City Ply 1867 A Base 1867 J114 Jack -Open 23 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuoen E 0-1 3x4 nun: a.az o Aug za zuzu rnnL o.vzu o Auy za cucu rvu ten a—ou—, a io. w-1— - tY - - �oyo. , ID:4NSzD4RmltwwxEbz5KRzc8zhFKX-NnuYkPM10FU1 BcMOY0hL1THdOOGdrzoK2deG3ylayf b-"z-b 6-2-8 :may] 4 1.5x4 3x4 4-7-2 0 Scale = 1:29.8 - - - Plate Offsets (X, Y): [2:0-2-14,0-0-2] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.09 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 6-9 >999 180 I BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FRC2020ITP12014 Matrix -MS Weight 45lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.2 REACTIONS (lb/size) 2=404/0-7-10, (min. 0-1-8), 4=781 Mechanical, (min. 0-1-8), 5=281/ Mechanical, (min. 0-1-8) Max Horiz 2=286 (LC 8) Max Uplift 2=-312 (LC 8), 4=122 (LC 8), 5=193 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-625/586, 3-10=-587/594 BOT CHORD 2-6=850/853, 5-6=-850/653 WEBS 3-5=-713/928, 3-6=0/257 NOTES 1) Wind: ASCE 7-18; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E)-0-10-8 to 3-11-2, Interior (1) 3-11-2 to 10-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift atjoint4, 312 lb uplift at joint 2 and 193 lb uplift atjoint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1867 A Base 1867 J114N Jack -Open 3 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:14 Page: 1 ID:9mVGWcUloc2UZ01E?DOSViylyrT-NnuYkPMI1QFU1 BCMOYOhL1TFbO tdWEoK2deG3ylayf L 4-11-13 11-0-0 4-11-13 6-0-3 3x4 1.5x4 ST1.5x8 STIR 4-11-13 4-8-0 11-0-0 4-8-0 6-0-3 Scale =1:35 03- 3 Plate Offsets (X, Y): [1:0-2-14,0-0-21 Loading (psf} Spacing 2-0 0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.09 5-8 >636 240 MT20 244/190 TCDL TO 1 Lumber DOL 1.251 BC 0.45 Vert(CT) 0.09 5-8 >665 180 BCLL 0.0 • Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 3 n/a n/a 13CDL 10.0 1 Code FRC2020lrPI2014 I Matrix -MS Weight 36Ib FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS All bearings 0-7-10. except 3= Mechanical, 4= Mechanical (lb) - Max Horiz 1=259 (LC 8) Max Uplift All uplift 100 (Ib) or less atjoint(s) 1 except 3=-165 (LC 8). 5=-506 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 1, 3, 4 except 5=454 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-368/144, 2-9=-358/125 BOT CHORD 1-11=-262/58 WEBS 2-5=-349r190 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-11-13, Interior (1) 4-11-13 to 10-11-4 zone; cantilever left and right exposed; end vertical left and right exposed; porch left exposed;C-C for, members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1 except at --lb) 3=165, 5=505. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 1867 A Base 1867 J114S Jack -Open 2 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 1614:58:14 Page: 1 ID:b8ly_ggixgpJ5L5z8eCrSszhEMv-NnuYkPM1 OIFU1_BcMOYOhL1 THdO?pdT6oK2deG3ylayf 6-2-8 11-0-0 6 6-2-8 4-9-8 1.5x4 3x4 3x4 11 I-I0II-0 6-2-8 10-9-10 6 L 6-2-8 4-7-2 Scale = 1:33 0-2-6 Plate Offsets (X, Y): [1:0-2-14,0-0-2] Loading (psfl Spacing 2-0-0 CS' DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.09 5-8 >999 24dO MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.09 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 1 -0.01 4 n/a n/a I BCDL 10.0 Code FR02020/TP12014 Matrix -MS Weight 44lb FT=20%- LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS (lb/size) 1=363/0-7-10, (min. 0-1-8), 3=77/ Mechanical, (min. 0-1-8), 4=283/ Mechanical, (min. 0-1-8) Max Horiz 1=259 (LC 8) Max Uplift 1=-235 (LC 12). 3=-121 (LC 8), 4=-197 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 1-9=-630/584, 9-10=590/586, 2-10=571/592 BOT CHORD 1-5=-846/651, 4-5=-846/651 WEBS 2.4=-711/924, 2-5=0/258 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-1-1 oc bracing. NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 4-9-10, Interior (1) 4-9-10 to 10-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 1, 121 lb uplift at joint 3 and 197 lb uplift atjoint 4. LOAD CASE(S) Standard Job Truss Truss Type City Ply 1867 A Base 1867 JGR114 Diagonal Hip Girder 4 1 I Job Reference (optional) Maronda Homes, Sanford, Michael Nuben 1-2-14 N v 2 Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Nov 16 14:58:14 Page: 1 10:YZ?LRQROWB2nYNA9flyC8MzhFKW-NnuYkPM1QFU1 BcMOY0hL1TBTOucdPkoK2deG3ylayf 8-2-7 L 15-5-3 L 8-2-7 7-2-11 3x4 4 2.82841r 13 14 /- 5x6 12 2 11 3 � 10 V •j 1 1 W2 19 B1 5 16 17 6 18 19 3x8 3x8 6x8 B-2-7 Scale =1:34 Plate Offsets (X, Y): [2:0-9-11,0-1-8], [3:0-3-0,0-34], [5:Edge,0-2-0] 7-2-11 Loading (psf) Spacing 2-0 0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.28 5-6 >655 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.26 5-6 >714 180 BCLL 0.0' Rep Stress Incr NO WB 0.62 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 1 Code FR02020/TP12014 Matrix -MS Weight 79 Ito FT= 200/6 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, BOT CHORD 2x6 SP No.1 D except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. N b' 2-835/0 10 ' 0 1 8 5-1160/ RAh' 1 0 1 8 WEBS 1 Row at midpt 3-5 REACTIO S (I !su e) - - -7, (mm. - - ), - ec an , (mm. Max Horiz 2=274 (LC 19) Max Uplift 2=-732 (LC 4). 5=954 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2490/1902, 2-9=-2473/1902, 2-10=-2529/1992, 10-11=2497/1994, 3-11=-2451/1979 BOT CHORD 2-15=-2098/2424, 2-15=2098/2424, 2-16=-2106/2430, 16-17=2106/2430, 6-17=-2106/2430, 6-18=2079/2384, 18-19=2079/2384, 5-19=-2079/2384 WEBS 3-6=-454/855, 3-5=-2402/2092 NOTES 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=1Sit; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; Lumber DOL=1.60 plate grip DOL=1.60 2) WARNING: Top chord live load is below minimum required by FRC. The building design professional for the overall structure to verify adequacy of top chord live load. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift atjoint 2 and 954 lb uplift at joint S. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)17 lb down at 1-5-0. 17 lb down at 1-5-0, 37 lb down and 42 lb up at 4-2-16, 37 lb down and 42 Ito up at 4-2-15, 62lb down and 102 lb up at 7-0-14, 62 lb down and 102 lb up at 7-0-14, 22 lb down and 31 lb up at 9-10-13, 22 lb down and 31 lb up at 9-10-13, and 25 lb down and 54 lb up at 12-8-12, and 25 lb down and 54 lb up at 12-8-12 on top chord, and 13 Ito down and 0 lb up at 1-5-0, 13 lb down and 0 lb up at 1-5-0, 9 lb down and 22 lb up at 4-2-16, 9 lb down and 22 lb up at 4-2-15, 32 lb down and 23 Ito up at 7-0-14, 32 lb down and 23 lb up at 7-0-14, 168 lb down and 146 Ib up at 9-10-13. 168 lb down and 146 lb up at 9-10-13, and 221 lb down and 180 lb up at 12-8-12, and 221 lb down and 180 lb up at 12-8-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert 14=136, 2-5=20 Concentrated Loads (Ib) Vert: 10=-3, 11=-69, 15=1, 16=-17, 17=-63, 18=-336, 19=-442 Job Truss Truss Type Qty Ply 1867 A Base 1867 Vol Valley 1 1 Job Reference (optional) Maronda Homes, Sanford, Michael Nuben Run: 8.42 S Aug 25 2020 Print: 8.420 5 Aug 25 2020 MiTek mcustnes, inc. noon Nov io l4:58J4 rage: 1 ID:7mVGWcUloc2UZOIE?DOSvylyrT-NnuYkPM 1 QFU1_BcMOYOhL1T0605zdYQoK2deG3ylayf 2-0-6 3-2-4 4-0-12 2-0 6 1-1-14 0-10-7 3x4 12 4r 0-4-10 J. 1 T1 3 —e— 131 0-0 2x4 2x4 Scale=1:19.3 4-0-12 1 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 210-0 CS' DEFL in (too) I/deft Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL .25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.06 Vert(TL) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FRC2020ITP12014 Matrix P Weight 101b FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS (lb/size) 1=76/4-0-12, (min. 0-1-8), 3=76/4-0-12, (min. 0-1-8) BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horiz 1=12 (LC 12) Max Uplift 1=-51 (LC 8), 3=-51 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-115/261 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. Il; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 51 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type city Ply 1867 A Base 1867 VG01 Valley 1 1 1 Job Reference (optional) Mafonaa Homes, Santora, micnael Nunen Kun: 6.4Z S AUg Z0 XUZU vnnu U.4ZV b AUg ZS ZUZU MI IeK Inausmes, inc. Mon Nov 10 14:00:14 wage: 7 ID:9mVGWcUloc2UZOIE7DOSVylyrT-NnuYkPM1QFU1 BcMOYOhL1TKuO4KdXKoK2deG3ylayf 4-0-6 4x6 2 3-1-15 'I 0-10-7 12 4r 1- 10 T1 V 1 3 81 0-0e 4 2x4 1.5x4 2x4 ( 8-0-12 Scale=1:20.7 Loading (psf) Spacing 2-0 0 DEFL in (loc) I/deft L/d PLATES GRIP' TCLL (roof) 1 i.0 Plate Grip DOL 1.26 CS' TC 0.36 Vert(LL) We n/a 999' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) We n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.07 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FRC2020frP12014 Matrix-P Weight:,23lb FT-20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS (lb/size) 1=99/8-0-12, (min. 0-1-8), 3=99/8-0-12, (min. 0-1-8), 4=219/8-0-12, (min. 0-1-8) Max Horiz 1=33 (LC 12) Max Uplift 1=-88 (LC 8). 3=-92 (LC 9). 4=103 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=-165/373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6,Opsf; h=15ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 1, 92 lb uplift at joint 3 and 103 lb uplift at joint 4. 6) Non Standard bearing condition. Review required. LOAD CASE(S) Standard