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Home My WebLink AboutTrussI Focus Homes .I� Focus Homes 4005 Maronda Way Sanford FL 32771 (407) 302-9877 Fax (407) 688-8522 Engineer/Architect of Record: Carl Brown P.E. 268 Southhall Lane; Suite 200 .Maitland, FI 32751 FL PE # 56126 Engineer/Architect of Record: Luis Pablo Torres P.E. 268 Southhall Lane, Suite 200 Maitland, FL 32761 FL PE # 87864 Engineer/Architect of Record: Scott A Lewkowski P.E. 268 Southhall Lane, Suite 200 Maitland, FL 32761 FL PE # 78750 Design Criteria: TPI Design: Matrix Analysis MiTek software PLAN JOB # LOT ADDRESS DIV/SUB MODEL FP200127 -127 7007 Fort WaltonAve, MLB/FP 144A32B/RH .20 Fort Pierce F134951 1443 '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 risjk category Il. The Truss. Engineering. package for the above referenced site was generated by the 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. 48 Reviewed I Dwgs: i .,......�1 .1111 ni1)n I I Reef Loads. BCSI-131 .. 2008 TC Live: 16.0 psf TC Dead: 7.0 psf BC Live: 0.0 psf BC Dead: 10.0 psf 611 2011 HIP TRUSS 02/09/09 VALLEY 12/07/09 TOE NAIL 02/09/09 Total 33.0 psf TTBHIBCHECK 2014 DurFac- Lbr: 1.25 DurFac- Pit: 1.25 O.C. Spacing: 24.0" H4409 11/10/20 H4411 11/10/20 H4413 11/10/20 door Loaa5- H4415 11/10/20 TC Live: 40.0 psf H4417 11/10/20 TC Dead: 10.0 psf H4419 11/10/20 BC Live: 0.0 psf HGR70 11/10/20 BC Dead:, 5.0 psf HGR71 11/10/20 Total 55.0 psf HGR4407 11/10/20 DurFac, Lbr: 1.00 J14 11/10/20 DurFac- Pit: 1.00 J34 11/10/20 O.C. Spacing: 24.0" J34S 11/10/20 J54 11/10/20 J54S 11/10/20 J74 11/10/20 J74P 11/10/20 z SJGR74 11/10/20 .r.0 O ENGINEERING ASSOCIATES T44 11/10/20 258 sannnao Lane, sues zoo Vol 11/10/20 Maidand,FL 32761 V02 11/10/20 0:321.972.0491 F:407-880.23N V03 11/10/20 Cenificata Of Authorization No. 991 ❑ CARL A. BROWNiy PE - FLIIIC3LUISteft4akb}iR�3FF87864 973nD INV # DESC QNTY NJE 060060.0110 JUS26 050060.0047 THD28 060060.0049 THD28-2 p S:4U050060.0106 HUS26 • Tw050060.0272 HUS179 050060.0058 THJ26 5 �0F.E.F11,I.RTION aiiAi+s050060.0312 HJC26-SK60 Ar+rt�uiEFLORIDA FOR THE SEAT PLATES 102 OF THIS DRAWING. FLOOR SEAT PLATES ,vB ` D1.25 .INFORMATION BASED ON 160.0 MPH WINDLOAD. R DO 1 2 ALL PRESSURES WERE CALCULATED USING oLATE MWFRS/C-C HYBRID WIND ASCE 7-16. HIND 160.0 MPH Ves =12 .0 mph , PROVIDE TRUSS BRACING PER TRUSS SPACING 24"O.C. I ENGINEERINGAND SCSI 1-03. TRUSS -PLACEMENT PLAN b r` J Jz--Z4-b J 5 4, r 4 HGR4407.3PLY ' 4409 0 H4411 N H4413_ ,. H4415 H4411 1' 1 C 1/2' H4419 1' ic 1/ " 7 T44 i T44 . 0 "mQ T44 .....-.. H4419 H4417 0 m H4415 H4413 H4411 H4409 J5 .M w io HGR71 HGR70 iN J3 J1 ap '�J54 3as .. 54_ - 34~ 14 � 15' 4" G 4' 8" 29 0" r .. FOCUS -0 HOMES 0 , 3993 West First Street, Sanford, FL 32771 (C (407) 302-9871. a CUSTOMER: FOCUS HOMES Model: 1443 ELEVATION: A BASE { DRAWN BY: J. VICENTE RELEASE DATE: 9/21/2021 GARAGE: RIGHT 'n O a rD F.D. m z 00 ENGINEERING A8somp TE3 25E� SDuthha11 Lane, Suite 200 Maitland„FL 32751. 0:321-972-0491 F:407-880-2304 Certificate Of Authorization No. 9161 ❑ CARL A BROWN, PE - FL # 56126 ❑ LUIS PABLO TORRES, PE - FL # 87864 ❑ SCOTT A. LEWKOWSK - FL # 7875 ► V: r No 864 ?� • SATE' OF0. +.! • • OR AND UNDERSTAN MyT�i� ST l�Qt� �'AlPLANS AND SPECIFiCATi NS 1:23M Y YfIiTHE FLORIDA BUILDING COD SIGNED AND SEALED FOR THE STRUCTURAL ORTION OF THIS DRAWING. FLORIDA: THIS STRUCTURE WAS DESIGNED IN ACCORDANCE AND MEETS THE REQUIREMENTS' OF SECTION R301. OF THE FLORIDA BUILDING CODE 7th EDITION (2020): RESIDENTIAL: ALL CONNECTORS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS AND DESIGN CRITERIA STATED ON THE COVER SHEET. . DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB'= TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD r LL LIVE LOAD DL = DEAD LOAD psf =.POUNDS PER SQUARE FOOT # = POUNDS LOADS PER FBC S FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf SHEET: TR1 0 OBSITE-..PACKAGE IMPORTANT DOCUMENTS'ENC.LOSED 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►� d .. El manejo, almacenamiento,� instalacOn, restriccidn y arriostre diagonal de componentes estructurales'de construccldn requieren entrenamiento especlalizada, procedimientos,claramente implementados y p/anifrcaron y comunicacOn claaa entre el contratista, operador de gr6a, y los obreros de instalacion. E/ manejar a Insta/ar Jos componentes sin entrenamiento'suficiente, planifrcacion y comunicacidn adecuadas aumenta !a'probabilidad de un accidente que resulta en dareo a propiedad,' herlda seria o muerte. Antes de la instalacOn de. componentes, los documentos adjuntos deben.ser exam_ inados y difundidos a, todo el personal apro- piado, ademas del entrenamiento. perdnente-y un claao entendimiento del plan de Jnstalacidn, de todo requisito aplicable de la proteccOn contra la caida`y de los requisitos previstos de arriostre y restriction.. La Instalacl6n de trusses can tramos despejados y mas de,60 pies de largo es muy peligrosa- y puede -requiere el arriostre temporal y permanente complejo. Por favor, consulte a un Profesional de Disen"o Registrado. Examine la estructura, el.sistema armazon estructural de edificio, ubicaciones de soporte a las conditions de instalacOn cor- respondientes y comenzar con la_inslalacion de los componentes solo. despues de haber corregldo toda condiciori insatisfactor' No torte, modifique ni repare Jos componentes y informe cualquier datio descubierto antes de proceder a Id instalacOn. Los documentos adjuntos se ofrecen solamente Como directrices minimas. Nada de to incluido en este paquete debe interp- retarse de manera que• exceda"e1 alcance-de la responsabilidad del fabricante de componentes, ni en forma tal que imponga responsabilidades adlcionales sobre esie. To view a non -printing PDF of this document, visit www.sb6industry.com/*obsitegg. n It ;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): (Nom—to", oral. For reference, the numbers: in parentheses refer to :specific ANSI/TPI.1 sections. Refer to ANSI/TPI 1 `Chapter 2 1for complete text and definitions. For information on design responsibilities contact your Component Manufacturer or SBCA at .608/274-4849.,or .mmM.sbcindustry.com; 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 reviewtheTrussSubmittal PackageforcorripatibII tywith 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: (aj standard Industry Lateral 'Restraint_ and Diagonal Bracing ' details in accordance with BCSI-B3 and/or •BCSI-B7 (2.3.3.1.1/2.4.3.1.1), (b) 'Permanent' Individual This Member Restraint shall be permitted"to be replaced with reinforcement` designed' to prevent buckling' (e.g-. buckling "e6inforcement by T reinforcement or L-rein- forcement, proprietary ,reinforcement, etc.)1,(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 miss 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 perrnarienf�bracing design for the roof or floor Framing Structural System' is not�orovided 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, begin .accordance with BCSI-63� or BCSI-137 (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 trusse's.(29.4.4/2.4.4.4).'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-Bl. 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(2.3.4.6-2.3.4.7/2-4.4.6-2.4.467). In the event that damage to a truss is discovered that would likely impair the structural integrity of the truss, the;Contractor'shail ensure that the truss not be erected or that any area within the building supported by any suds truss already erected shall`be appropriately shored or supported`tb�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). TRUSS MANUFACTURER RESPONSIBILITIES Where required by the Construction Documents or Contract, Legal Require ments'or the Building' Official, the'Truss 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).: z 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 CocoP onents Association 6081274-4849 - sbcindustry.com Copyright ©2003-2013.. = r ]obsiteCS 13,0318 General Notes Nolan Ge terales Trusses are not marked in any way to identify the Los trusses no esidn marcadas de ning6r; modo quo frequency or location of temporary lateral restraint /denti6que to frecuenda o loca8zad6n de mstricci6n and diagonal bracing: Follow the recommendations lateral. y aniostre diagonal 'femporslas. Use /as for handling, installing and temporary restraining recomendadones de manejo, Instalad6n, wsfncc6n and bracing of trusses. Refer to BCSI - Guide to y anihstre temporal de los trusses. We el folleto RM Good Practice for Handling. Installing. Restraining - Gula de Buena Pr6dlce Agra el Mande Instalacidn, & Bracing of Metal Plate Connected Wood ResNAef6n y Mtostre de los Trusses de Madera Trusses•" for more detailed information. ' Conededos con Places de Metal"' Para Inrormact6n Truss Design Drawings may specify locations of m9sdetallade. permanent lateral restraint or reinforcement for Los dlbulos de diseHo de /as trusses pueden espedficar Individual truss members. Refer to the BCSI-B3'°° las local¢adones, de rasbfpd6n lateral permanents o for more information. All other permanent bracing tefuerzo an las mlembres Indivlduales del buss. We design is the responsibility of the building designer. fa hojs reswwn 11i:SI.93°°1 Para 0AS iilinvacidn. R resto de fos'Ase6os de arriostres poumamnfes son la responsabiMor del dlsehadordef eado. ®WARNING The consequences of Improper handling, erecting, Installing, restraining' and bracing can result In a collapse of the structure, or worse, serious personal injury or -death. :.. /ADVERTENCIAf El resultadoul u i i,raaoju, levantamlenfo, lnstalad6n, resNrcl6n yaufsoba incorredo puede ser to colda de to ostructure o aOn peor, heddos o muerlos. AExerese care when remov- Ing banding and handling trusses to avoid damaging trusses and prevent injury. Wear personal protective equipment for the eyes, feet, halide and head whedworkng with trusses., h&Zu • 9 Utillce cautela a/ quitar las ataduras 6 Ion pedazos de metal de suJetai pans eviler doflo a /os trusses y prevenlr /a, hedda personal. Ueve el equlpo protective personal Para olos, pies, manes y cabeza cuendo trabolo con trusses. NN �• . � 1't{yt A C5/JLsRO�q'Use- ' Imo. special care In U011ce culdedo windy weathei or especial en near power lines rites ventosas o and airports. cerca de cables elcictricos o de Handling — Manej� Avoid lateral - bending. Spreader bar Evils to tfelddn lateral. for truss`, The contractor i is responsible for Qe� properly receiving, unloading and storing O O the Imsses at the - jobsite. Untaad trusses to suluoth 3urfeco to prave t damage. 21 Use proper rig. - Use equiposproplado El CoWalisla time la rospensabBidad dal recibir. 9thg aid hoisting Para lemnnr e deswegaryaluraaenaradawadanenteIDS equfprtent. improviser. trusses an in obra. Dosmrquo las musses en to - Refire hen porn Pravenir nl da60 MEMMEMEMMIM Los M In trW,�t' 1, ;"• OO NOT store Trusses may be unloaded directly m the ground ar the tine of delivery orsto+ed tompuarily to contoct unbraeed bundles nigh I',e ground ewer derive y. It b-- coo m 1— rtorlaht. stored for more than one week, plate blocking of suf6cent height beneath the stack of trusses at 8' (2.4 in) to 10' (3 m) on -center (o.c.) Los fmsses pueden ser desrargades dlreda• mente an el suelo an squel momerdo de entrega o almacenados temporalmente on conrxNr, ron ei sue/o despu6s de entrega. Sl IDS trusses aslaMn > s, guardados pare mSa de una semana, pvaga lit, •,, r: . b/oqueando de allura su6dente deals de)a plia n , de IDS trusses a 8 hasta 10 pies ence6tro ro.c). %La •try For trusses stored for more than one week, cove bundles'to protect from the environment. Para trussesguardados pormds de una somana © -DO %OT stoca on kwbra las paquetesPara protegedosdel ambienke. unevenground. Refer to BCSI— for more detailed Information per- taining to handling and jobsite storage of cusses. Yea of folleto BCSI—Para Informad,9n mas dotal- lada sobre el manelo y almacenado de ios incases Aytg;,y ltt. an Idea de Mae. nrtj ,NO almacete vertica6nede foe fmsses suiYeas. Mpabnacr: re err I1ertlt ! deslgual. - Hoisting and Placement of 'truss Bundles - Recomendaciones Para Levanfar Pagnetes de Trusses 0 DON'T overload the crane. NO sobticargue le gr)a. F9 NEVER use banding to lift'a bundle. NUNCA use las ateduras pars 16yanfer un paquete. 0 Asingle lift point may be used forbundles of :a •aka ` :top chord pitch trusses up to 45' (13.7 m) and - " parallel chord trusses up to 301 (9.1 in). Use at least two lift points for bundes of top chord pitch trusses up to 60' (18.3m) and porat A rsa cr',tx t:, !Tn rut nvAMM a ir,pnrltno lei chord trusses up to W (13.7 m). Use at least structure with truss bundle. - Wee tAt points for bundles of top chord pitch trusses >60' (18.3m) and parallel chord trusses IADVERTENCIAI No sobracargue to >9-(13.7 m)• estruchura apoyads con e/ paquete de Puede user un solo lugar de lavantar psra trusses. paque!es de trusses de to cuerda. superior hosts B Place truss bundles in stable position. 45'y /cusses de cuendas paralelas de 3O' o Puss paquefes de trusses an una menos. posld6n astable. Use porlo menos dos puntos de /evantar con' Anumt'de trusses de cuerda strodorindinada hasta 60' y trusses de cuerdes pareldlas haste 45'. Use porlo menos dos puntos de /evantar con grupos de trusses de cuerda supenbrindinada trigs ds 60'y trusses, de cuerdas paralelas mas de 45. Mechanical Hoisting Recommendations for Single Trusses Recomendaeiones Para Levantar Trusses Individuales c Using a single pick -point at the peak can damage the truss. El use de un solo lugar an el p/co Para levanfor puede tracer daffo at truss. 60• or less Approx. l2 - ,�� trues length TRUSSES UP TO 30' (9.1 m) TRUSSES HASTA 30 PIPS or her T+, T0� Locate Spreaderbar 1tr(3m) < above. or GUM& k o.a max. I{� Spreader bar 12 to Tagdne Md-height I Ira }ruse length TRU93ESUP TO 60'(18.3 m) _�• , TRUSSES HASTA60 PIES 0 ki Hold each buss In position with the erection spreaders Is equipment until top chord temporary lateral Wire y4 Wes engt restraint is installed and the truss is fastened TRUSSES UP TO AND OVER 60' (18.3 m) to the bearing points. TRUSSES HASTA Y SOME 60 PIES Strawga cads truss on posid6n con equ/po de grla haste quo la restdod6n lateral temporal de to cuerda superior esf6 Instalado y e/ truss esh3 asegurado an los soportes. Installation of Single Trusses by Hand .ROM mendacciones de Levantamiento de Trusses Individuales Per La Mano - �y ( Trusses 20' ` ` Q Trusses 30' to.; m) or (9.1 m) or less, t law, support support at _ near peak. quarter points. 'SopArte Soporte de cerca at Pico ion cuartos b$ trusses r ass s o I E Trusses up to 20' .-► I de tramo los I Trusses up to 30' � (6.1 m) trusses de 30 (9.1 m) menos. Trusses haste 20 ples pies o menos. Trusses haste 30 pies hll�lporar�i Restraint & Bracing ;niosfr�ccion y Arriostre Tie nporal s Refer to BCSI-B2"° for more information. Top Chord Temporary Vea el resumes BCSI-B2°°1pars m is lnformaof6n. Lateral Restraint 42A ) i Locale ground braces for first truss directly In line . with SO rows of top chord temporary lateral restraint (ace igloo In the next column). s 2'o r-typ Colcquo lee arrlostros do frorra parrs at primer truss efreclamente en linen con cads una de las Brace first Mas de restriccidn lateral temporal de to cuerda 0° Sppoxhr (vea la IaL)ta an 1A pr)xima column). truss securely .(� Dd "DT walk an unbracod trusses. before NO. c nline.00 trussos suellos. E_ addition of add'Nonal © no NOT stand on truss overhangs until trusses. Structural Sheathing has been applied to . the truss and overhangs. NO se pare en volsdims cerchas haste Revestimionto esfruchrral he sldo ap/fcado a 1a amradure y volad/zos. Steps to Setting 7irusses Las Medidas de. la Insta/ad6n de las Trusses 0 11 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 chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). T) Repeat process with groups of four trusses until all trusses are set. 1) Instalo los amastres de donna. 2) Insists el primer; truss y ate seguramente al arriostre de Berra. 3) /nsta/e!es prdximos 4 trusses con resbladtin lateral temporal de miembro corto (vea aba)o). 4) Instate a] anicstre diagonal de Is cuarda superior (vea abalo). 5) Instate arriastre diagonal are lea pianos de lea miembros secundodos pare estabilice Ids primeros c1nco trusses (vea abe o). 6) lnstale la restriccl6n lateral temporal y arriosba dlagenal pare /a cuerda !n(erior (vea aba)o). 7J ep to date procedlmlento an grupos de &aft trusses hasty que lodes los busses estdn lnstalados. 'EJ Refer to BCSI-B2"' for more Information. Vea el res0men BCSi-B2- para m6s Informacl6n. Restraint/Bracing for All Planes of Trusses Restriccl6n(Arrlosfre Para Thdos Pianos de Tirusses ® Minimum lumber used for lateral restraint and diagonal bracing Is 2x4 stress -graded lumber. Attach to each truss with at least 2-1 Od (0.128x3'), 2-12d (0A28x3.25') or 2-16d (0.1314.6") nails. Le madera 2x4 clasldcada per estrds as Is madera minima uNizada pars resblcd6n lateral y amostremlento dl- agonal. Afadas a coda braguero con of minimo 2 doves 10d (0.128x37, 12d (0.12M.25) o 16d (0.131x3.5). 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 mAlodo de restdccl6n y aniostre as pars todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 42. Vea Is parts superior de Is column pars /a resMccl6n It arriostre temporal de PCTs 41 Tno f:unun - nitFrifl9 C1rpFRVlxr Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaclamlenfo del Arriosfre Temporal de Is Cuerds Superior Up to 30' 10' (3 m) o.c. max. (9.1 m) 30' (9.1 m) - 8' (2.4 m) o.c. max. 45' 13.7 m 45' (13.7 m) - 6' (1.8 m) o.c. max. 6018.3 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). "Consufle a un Profesalonal Registeado de DiseNo pars trusses mAs de 60 pies. 0 See BCSI-B2"' for TCTLR options. Vea el BCSI-82"•' pans las opciones de TCTLR. Refer to BCSI-B3- for Gable End Frame restraint/bracing/ A. reinforcement Information. Pam Informacidn solverestrlccl6til TCTLR anlostralreluerro paraArmazones Hasdales vea e/ resumen BCSi-B3- Note: Ground bracing not shown for clarity. 10° or> Truss attachment 0 Repeat diagonal braces for each set of 4 trusses. required at supports) Replta lea arrisotres dlagonales pars cada grupo de 4 trusses. Section A -A 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS MR LATERAL RESTRAINT & DIAGONAL BRACIMG ARE VERY IMPORTANT ILA RESTRICC161U LATERAL Y EL ARRIOSTRE DIAGONAL SON MUV IMPORTAAITSS! 1711- al CIA Berke minforeamont 1Truss Member 2>L C� 1 A Minimum 7 21t_ Scab block came oversplice.Atach ' to CLRwith minimum 8.16d (0.1354.51 nags each side of spOm or as spedfled by Die 10' (3 m) • 15' (4.6 m) max. Bugdblg 0asigner. Same spacing as bottom chord Note: Some chord and web members SECTION A -A lateral restraint not shown for clarity. Truss Member 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses or CLR splice reinforce- ment. Bottom chords 10'(3m)•15'(4.6m)max. Note: Some chord and web members not shown for clarity. Diagonal braces every 10 truss spaces 20' (6.1 m) max. Restraint & Bracing for 3n3 and U2 Parallel Chord Trusses Restri"cci6a y Ardostre Para 77russes de Cuerdas Paralelas W y 4ad 10'(3 m) or Diagonal bracing Repeat diagonal bracing Refer to 15' 4 6 m every 15 truss spaces 9D' BCSI-B7"' for more (9d m) max. Information. Vea at resumen BCSI•B7- pare mds lnfbrmac16n. Apply diagonal brace to vert! I 5 2ro:c., typ. webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. 'Top chord temporary lateral restraint spacing shall be 11 (3 m) o.c. max. for 3x2 chords and 1T (4.6 m) ox, for 4x2 chords. 0 Tolerances for Outof-Plane. Tolerancias para Fuera-de-Plano. Length--�i•�i BBoowyn�� rrrrt-- UUu--Max. �Max. Bow Length "-�u- n ✓ Max. Bow o ' n --► Length m I Plumb I �/ i line Q Tolerances for Out -of -Plumb. Tolerancias pare Du max Fuerade-Plomada. Construction Loading Carga De Conslimccidn DO NOT proceed with construction until all lateral restraint and bracing Is securely and properly In place. NO proceda con Is construcci6n haste qua todas las resldc- ciones laterales y los ardostres est6n oo/ocados on forma spropiada y segura. DO NOT exceed maximum stack heights. Refer to BCSI-B4• for more information. .Out. -of -Plane Out -of --Plumb Max. Bow Truss Length D/SO D (fL) 19 min (3.8 m 1/4" 1' 7/8' 14.6' 6mm 0.3m 22mm 4.5m 1/2" T 1" 16.T 13mm 0.6 m 25 min 5.1 m 3/4" 3' 1-1/8" 18.8' 1s min o.9 m 29 min 5.7 m 1" 4' 1-1/4" 20.8' 25mm 12m 32mm 6.3m 1-1/4" ' 5' 1-3/8" 22.9' 32mm 1.Sm 35mm .Om 1-112" 6' 1-1/2" 25.0' 38mm 1.8m 38mm .6m 1-3/4' T I.21W 29.2' 45 ram 2.1 m 45 ram 8.9 m 2' 28, 2" ; 7_' i 51 ram Am 51 mm 10.1m 8' (203 ram) NO exceda las SWISS m2xlmas de mont6n. Vea el resumen BCSI-84- para mds Infonnacl6n. Concrete Block QN NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA spite los rnateriales cerca de un pica, a centro de to luz, an cantilevers o aferos. DO NOT overload small groups or single trusses. NO sobrocargue pequetfos gropos o trusses Individuales. r �ysp, 0 Place loads over as many trusses as possible. Coloque lac cargos sobre tantos busses come sea posible. 0 Position loads over load bearing walla. Coloque lea cargos sabre las parades soportantes. Alterations - AHeraciones Refer to BCSI-B5.'•' Truss hmdng not shmm for damy. Vea a/resumen BCSI-B5.- DO NOT cut, alter, or drill any structural�member of a truss unless specifically permitted by the truss design drawing. NO torte, alters o perfore ning6n miembro estructurel de un truss, a menoa que said especfficamente permiddo an e/ dlbu)o del dise/fo otr del truss. ISMTrusses 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. Trusses quo se han sobrecargado duranter to construc al6n Tro han sido alterados sin la autor- izacl6n provra del Fabricante de Trusses, pueden hacer nulo y sin'efecto to garantfa limitada del Fabricante de Trusses. -Contactihe Compomnt MimufWwror for mom information w consult a Rsghdamd Design Professional for asslatanca To New a non -priming POF of this document Nraait sbclndustryW. NOTE: The Was manufedurew ra r and truss dwigny on the presumption that the cont-tor and crane operator (if applicable) am prefesslonals with the cepabirity to undertake the work they have agreed m do on any given pmjed. nthe contractor believes it needs ce assistance In some aspad of the nstmdlon project It should seek malstence from a competent parry. The methods and procedums outlined in this document am Intended to ensure that m-all rall censbuction techniques employed will put the trusses Into place SAFELY. Those recommendations for handitng, Instating, restraining and bracing trusses am based upon the collective experience or leading personnel Involved with buss design, manufacture and Inatalation, but must due to the nature of respons@Iliees Involved, be presented only ae a GUIDE for use by a qualified building designer or contractor. It Is not Intended that mesa recommendations be Interpreted as superior to the building designer's design spedneation for handfing, Instating, restreinmg and bracing mosses and it does not pmdude the use of other equivalent methods for mabmminglbmdng and providing stab0ty forme walls, mlum e. loom, more and as me Interrelated tra structural buiding components as determined by the conctor. Thus, SBCA and TPI expressly msdaim any respenebillty for damages arising from me use, application, or rellance on me ecommendations and Information contained herein. SBCi 1 xworrsss wusn TRUSS PLATE INSTITUTE Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608-274-4849 • sbdndustry com 703-683-1010 • tpinstorg For Trusses Up to 21.0" On -Center and 80'-0" in Length �f f � � ti�{��1 Para Trusses Nastia 2 Pies En Centro Nasta 80 Pies De Longifud { [�. < . �. 0 WARNING Spans over 60' require more complex temporary installation restraintlbracing. Consult a registered design professional. IADVERTENCIAI Los tramos m6s de 60 pies requieren restriccOn/arriostre de insta- laci6n temporal m6s complejo. Consulte a un profesional registrado de disefio. 8 DANGER Disregarding handling, installing, restraining and bracing safety recommendations is the principal cause of truss erectionlnstallation accidents. PELIGRO El no seguir las recomendaciones de manejo, instalaci6n, restricci6n y ardo- stre es la causa principal de los accidentes durante la ereccOn/instalaci6n de trusses. ' Lateral restraint is NOT Diaonabracing I I adequate without diagonal bracing. La Restdccl6n Lateral NO es adec- Lateral restraint uada sin el Arriostre Diagonal. Q Always diagonally brace for safetyl lSiempre ardostre diagonalmente para seguridadl Maximum Spacing For Top Chord Temporary Lateral Restraint (TCTLR) El Espaciamiento Maximo Para La Restricciiiin Lateral ?temporal De La Cuerda superior (MLR) The graphic at left shows the maximum on -center spacing (see • at TCTLR shown In green left) of TCTLR based on truss span from the table in Step 2 on page 2. • Ground bracing not shown for clarity. Diagonal bracing • Apply diagonal bracing or structural sheathing immediately. For shown in red • spans over 60' applying structural sheathing immediately is the preferred method. • El dibujo a la izquierda muestra el espaciamierI6 m6ximo en el centro typical 4, (vea • a la izquierda) del TCTLR basado en los tramos de trusses de too s o o.� m ° s mat • la tabla en el Paso 2 en la p6gina 2. sm�< Omar • No se muestra el ardostre de terra para claridad r u lip ro80, •Aplique inmediatamente elArdostre Diagonal o el Entablado Estruc- 8°tea uptogs, prop, tural (structural sheathing). Para tramos m6s de 60 pies el m6todo LCWral p o� cnr preferido es entablarlos inmediatamente. RaWnt aatrd_ 'Check These Items Before Starting 'truss Erection/installation and Correct as Needed Revise Estos Puntos Antes De Emperor La Ereccion/lasltalacion y Corri7alos Cuando Es Necesar% Q Building dimensions match the construction documents. Las dimensions del edificio concuerdan con los documentos de construcci6n. Q Bearing supports (e.g., walls, columns, headers, beams, etc.) are accurately and securely installed, plumb and properly braced. Los soportes quo sostienen cargas (ej., paredes, columns, vigas de cabezera, vigas, etc6tera) son instalados seguramente y con precisi6n, y son nivelados y aniostrados 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 restricci6n y arriostre estSn accesibles en la obra. Q Erectionfinstallation crew is aware of installation plan and lateral restrainttdiagonal bracing requirements. El personal de ereccOn/instalaci6n 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 varias capas, incluyendo travesanos, son fijados juntos cor- rectamente antes de levantartos en lugar. Q Any truss damage is reported to truss manufacturer. Refer to BCSI-BS - Do not install damaged trusses unless instructed to do so by the building design- er, truss designer or truss manufacturer. Algun dafio a los trusses ha sido reportado al fabricante de trusses. Vea el resumen BCSI-B5.— No instale trusses danados a menos que se dijeren el disefiador del edificio, el disenador del truss o el fabricante del truss. QI Trusses are the correct dimension. Los trusses son la dimensi6n con'ecta. Q Tops of bearing supports are flat, level and at the correct elevation. La parte superior de los soportes de cojinete son planas, niveladas y a la elevaci6n correcta. Q Jobsite is clean and neat, and free of obstructions. La obra esid limpia, ordenada y sin obstrucclones. Q Ground bracing procedure for first truss is based on site and building configuration. El procedlmiento deArriostre de Tierra para el primer truss es basado en el terreno y la configura6in del edificio. Interior If ground level is too far from truss for exterior :./Tground bracing, use interior ground bracing. Si et hive/ del terreno es demasiado lejos para usarArdostre de Tierra Exterloi • exterior, useArdostre . :de Tierra interior. Memp 160209 Steps to Setting Trusses Pasos Para El Montane De Trusses 1 Establish Ground Bracing Procedure: Exterior or Interior ■ Establema eI Procedimiento de Arriostre de Tierra: Exterior o Interior Rni tun (orgabla Rnt,roae end home) olbraced of brand poupoftusaa Attach Ground groupofinwee 2x- bracing (or and Jacks In a hip ad brae veNal @ppgwaon) . Ground foandwilby . _ brace rolling to grL diagonal.,. bgtyp, Ground brave Ground ' cal Atach brae Vertical - manbara' - Bruedtnne(or to wall ' 4 girder truss in hip application) Ground brave diagonal dlogond ' Ground brave laterd Properly brace wall with Down rostraira Ground . - adequate dlailowls and flow ♦� ground w Sendil r qy,e .. anchorage, perpendicular ShN nab@id HorbooW a@ memberafhched to walls, elm Backup ground H0 poor. Not: second gooreptem @Lk@�� member ,. End dtgorrd Rrdfloo@hall hevo edequde capacity to ,r - oupporlfwMftom undbraw@. . a9hmdsple at6m brew ,EXTERIOR GROUND BRACING '^INTERIOR GROUND BRACING �b,? R OR DeRAC OE DW ARR/OSTRE DETIERRAEXTER/OR ,.�. 4ARRIOSTRE DE77ERRA7NTERIOR',. '� ^: DE RRA R A PARED DE R 2 Determine the Locations for TCTLR and Ground Braces - ■ Determine Ias Ubicalciones para TCIMR y Ios Arriostres de Tierra Q use truss span to determine"spacing for top chord temporary lateral restraint (TCTLR) from table at right. Use el tramo del truss para determinar el espaciamiento para restriccOn lateral temporal de la cue►da superior (TCTLR) en la tabla a la derecha. Sa' >r(add-TCTLR) • = Pitch break sw S•6' 6'•10° 3'�' 44' V-11"Span Q Locate additional TCTLR at each pitch break. Localice TCTLR adlclonal en cads rotura de inclinaci6n. Q Locate additional TCTLR over bearings if the heel height is 1 On or greater. Localice TCTLR adicional sobre los soportes si la altura del tal6n (heel height) es de 10 pulgadas o mes. 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' B' on -center maximum 45' - 60' Won -center maximum 60' - 80" 4' on -center maximum *Consult a registered design professional for trusses longer than 60'. "Fortresses spaced greater than T o.c., see also BCSI•B10. TCTLR', typ. TCTLR, typ. Tr°°Sp. Ground brace vertical, typ. Q :Locate a ground brace vertical at each TCTLR location. Localice una vertical de arriostre de tierra en cada lugar de TCTLR. 3 Set First Truss and Fasten Securely to Ground Braces ■ Coloque el Primer Wass y Fiielo 5eguramente a ,Ios'Arriostres de Werra, 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: Ez6fnoles of first truss installed include:. Coloque el primer truss (o armaz6n hastial) y frjelo seguramente a las verticales de arriostre 'de tiers y a la pared, o como se didge el disenador del edificlo. Ejemplos del pdmer'truss Instalado incluyen: CTLR TCTLR locations, . Iocaf�lons, typ. EXTERIOR GROUND BRACING IWIMRIOR GROUND BRACING - -� �/_T3:7.!ZirT•lrT1t as7/r�'L'�7/Vi/Y�9l�rShc3f� aT77 A Wd4SM First,truss must be attached securely to all bearings and to all required ground braces prior to removing the hoisting supports. QWYMM El primer truss tiene que ser sujetado seguramente a todos soportes y a todas an-iostres de Berra requeridos, antes de quitar los soportes de levantamiento. TRUSS [IMSTALLATUOPIS 8% TEMPORARY PIF ',II'i :`,Iffll I:; 1'. ACI • Set'busses 2, 3, 4 & 5 with TCTLR in Line with Ground Bracing 4 ■ Cologue los 71russes 2, 3, 4 y 5 con 7%TLR- Linea -con.los Arriostres, de •Tierra w Q Attach trusses securely at all bearings, shimming bearings as necessary. Examples of first five trusses set include: Sujete seguramente los trusses a todos los soportes, rellehar s6lidamente los soportes Como sea necesario. Ejemplos de los primeros cinco trusses colocados incluyen: See options below See options below See options below x EXTERIOR GROUND BRACING •� 4s °�,{INTERIORFOROUND BRACINOj 4x t, ,", G O ■ D E NfAL ARRI03TRE DE 77ERM EXTERIOR'AILATAKA 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 options pare instalar la Restricci6n Lateral Temporal de los Mtembros Cortos requieren que el arriostre diagonal estS instalado continuamente. Vea la figura de Opcl6n B en at Paso 8 en la pagina 5. Option 1 Short member temporary lateral restraint installed on top of trusses Opci6n 1 RestnccOn lateral temporal de los mlembros cortos instalados enclma de trusses 271+ 1Y2" minimum I�-10 end distance 1% pulgadas distancia de extremo minima Trusses @ 24" on -center Diagonal bracing, typ. 2 nails at every connection 2 clavos an Cada conexl6n — \ •. Do not use split members. 22W No use mlembros rojados. Option 2 Short member temporary lateral restraint installed between trusses Opcl6n 2 Restoccl6n lateral temporal de los miembros codas instalados entre trusses Use 2-16d deformed shank nails minimum, at each restUse c nt-o alms connection. Use Como minimo 2-16d clavos largos (shank nails) an Do not use split cada conexl6n de restriccOn- members. a4nrss. No use mlembros Diagonal rajados: bracing, � 9 tYP• Trusses @ 24" on -center `- Option 3 Proprietary metal restraini'products' Opci6n 3 Productos de metal pare restriccl6n patentados• • These products are specifically designed to provide lateral restraint and are not just for spacing. See manufacturer's specifications. • Estos productos son disefiados especlficamente pare proveer restriccOn lateral y no son solamente pars espadamiento. Vea las especificadones del fabricante: Diagonal 22%=° / bracing, typ. Trusses @ 24" on -center A @, ltt M@M Each truss must be attached securely at all bearing locations and all TCTLR installed before removing the hoisting supports. @29U M 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 coNNEcrioNS , CONNEXIONES Y MATERIALES DE RESTR,CCONIARMOSTRE LATERAL Q Minimum size of bracing and lateral restraint material is•2x4 stress -graded lumber or approved proprietary metal restrainttbracing, 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 restricci6n/arriostre de metal patentado aprobado, a menos que especifique el disen"ador del edificio. 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 restriccOn lateral y arriostre fienen que ser conectados a Cada truss con un minimo de 2 clavos (ver Ids tamafios minimos mostrados abajo) excepto para las restricciones de miembros cortos mostrados an el Paso 4, Opc16n 2 (vea arriba), cuales requieren 2-16d clavos con largos desfomiados (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") Clave los clavos at raso. Si la restriccl6n y arriostre temporal sera quitado at Jnsialacl6 16d (0.131 x3.5") del ardostre permanente, use clavos de dos cabezas para quitarlos mas f3cilmente. BCSI-132 Sa99th1WU%RV SHEET MSHS A$lIVEffiffigns ES-USDE •ssni; lep'opunjoud aped /e soBjel soue -punoes'sorgwa/w so/ ua /euoBgp'aj/sowe Ajerodwe; joule/ u9popq ai uaia/nbal ug/gwe/ sopunjold sowal;ica uoo sassru; ep sodp sa;o b sopuryoid A soue/d sessrii; `a;uMpued egos eun ap sessru; s07 •ssru; au;;o pue deep ay;;e jeq(waw qam lL-�l3ran ay;,uo 6ul3eiq leuo6elp pue;uler;sai leja;el /uejod -wa; eurnba osle spue deep y;uw sessru; jo sadl(; jay;o pue 'sessni;'IOU deop 'sessnij ouoW •it}ueia Jo; umoys;ou sjegwow qem pue piogo ewoS MOM J spJoyo wouog ;ula4sarleje;el pjogo wo};oq se Buloeds ewes •xew ,g;-,o; _lam „ ug/oeuuojgi sew eied E9-/gig uawnsai /a can ssnq ap ouaslp lap olnglp le ua sopeog/oadse uos souepunoas sojgwarw eied ssn4 ap salenprnlpui soagwalw ap a;uauewiad ugpou;sar el eyed soysynbei so-1 uogeuuo;ul avow jo; ES-ISo9 of je;ea (p01J 6ulnneip uBlsep ssru; mg uo pegloeds eie ;ulej;sej.jegwew ssru; lenpinePul;ueuerwad gemjo; s;u umInba{eylWE= -wpajep el a ein6y el us sope4sow soleAvaju[ sol a e;ld9d jouajgi eprano el a jouadns eprano el ap iepuapre anb euaq souepunoas sojgwalw so; ejed /euaftp a4sq/Ly :'quesur epranq e/ ap /ela;ej ug/gqu;sai ep se;d saagwaur qeM sej ep eolao o ue sopegoloo (elq!sod eas opueno saleq►pan) souepunoas so-igwalw so/ ua' sopej6 qp a;uaweperulxoide a leuo6elp a4souve la ale;sul !Buloe.jq anolaq em6g ey; ul uenoys slema;ul ey;;e;eadea pjogo wogoq 1euo6e1a ay; o; pioyo'do; e4e urou; pue;xe;snw Bumiq leuo6elp qeM •}ulei;sar leje;el P1040 wogoq;o sMar jeau jo le pa;eool (alglssod jeneueynn slempeA) sJegwaw qaM uo le;uozuoy ey; o; ;gy;noge;e 6uloejq leuo6elp pe;sul `sgwwop 0wo5 ue6reo o uaullou/ as sassru; so/ anb e;lna A. ssruj lap oueld le .reinglpuedied ugloeln6ueu; eun Jewloj ejed fouajur a .rouedns epiano el ap selelodwa; leuo6elp ar;solLe le Aleia;el ugpou;sel el uoo %qe4 souepunoas sojgwalw so/ ep lwodwei 1euo6e1p agsouJe lg •6uloulwop Jo Bulueai woo sassru; s;ueneid pue ssru; ey;;o aueld ay; o; jelnolpuedred uagel -nBueu; uuo; o; 6uloejq leuo6elp.pue }ule4sei leje;el Atejodwe; pjoyo wolloq pue piotlo_Oo; eq; ql!m sloe Buloejq leuo6elp jagwew qem Ajejodwel seliepun"s sougzueg j ap leuo6ela a gsepiv le eleparl ■ oul3eig leuo6ela aaqumW 9aM llftSul 9 sassru) oqup saawud sol ue ope;elsul lernjwwse opelge;ue ep, oldwalf leinjonilse opelge;us la jeollde ue aoaldwa p •sessru; any;sU6 uo Papeasul 6ul4;eogs leinpnr;s ;o elduiex3.6ul4jeeys lempni;s BulAjdde liels jo 0 'aoroazN�raa3uiaaaaisoraar�w,� K y ,• , ONI�VpO�UNnOaD a0n131M1' g+ , aorawxaraasuao3atsoraav oNWHO ONnOae NOM3.0M a a n y a OL O Vtl a no U a g e6ed d 'Bupe� suogdo;ulegsem q lela;e1 Ibejodwel IeuoBelO iegwoW uoyS eas g e6ed suo.gdo •d/y'6upeuq ;ule�saa leja;ej tierod leuo6ela -waljagwoW uoLIS aaS T eBed suogdo;ule�sea d�'6uloe�q e-1 tierodwel leuoBelp �sgwgweW 3jo4S e8S :uaAnpul sassru; ooulq sojawud sol ua leuo6elp ai;soave ap soldwalq •sessru; wulo saawud sol a leuo6elp,eilsouie la anboloo :epnjoul sessru; aAg;sig uo 6ulgeiq leuo6elp;o seldwex3 •sessru; eng aSUy ay; o; Buloejq leuo6elp yoegy aoljados epuan.7 el ep leuo6ela �oljiV a emsul ■ - 6upeig leu06elp paoy3 d4L Ilepul TRUSS IIttSTALLATHOP0 & TEMPORARY RESTRAl1P3T/BRACflFdG 7 Install Bottom Chord Lateral Restraint and Diagonal Bracing ■ Instale la Resttricci6n Lateral y el Arriostre Diagonal de la Caerda Inferior [� 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 RestriccOrl 'lateral temporal y el ardostre diagonal de la cuerda inferior estabilizan el piano de la cuerda inferior durante la instalacl6n y asiste en mantener el espaciamiento apropiado de los trusses. 0 Install rows of temporary lateral restraint at Won -center maximum. Remove, if desired, Bottom chord lateral restraint. ` after the permanent ceilin .did hra m is in lace. 2x4xl2' or greater lapped P 9 P 9 P over two trusses. Instale filas de restriccl6n lateral temporal a 16 pies en el Centro como maximo. Qultelos, si asi to desea; despuds que el diafragma permanente del techo estd colocado. Bottom [f 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. Instale filas de restriccl6n lateral permanents a 10 pies en el Centro como mdxlmo. El espaciamiento especificado puede ser menor; verifique el dibujo del disefio de truss con el disefiador del eci ficio. truss spaces cesbra(20es 'vary �a truss spaces (20' ma)L) .Q Install diagonal bracing at intervals of 20' maximum along the run of trusses. Instale el arriostre diagonal a intervalos de 20 pies maximo a to largo de la l/nea de trusses. jV-1 M aai ien Note: some chord and web members not shown for clarity. A MMM 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. OLUMM No remueva el arriostre de Berra hasta que toda la restriccl6n lateral y ariostre de la cuerda superior, la cuerda inferior y los mlembros secundadds esten instalados en por to nienos los primeros cinco trusses. 8 Repeat Steps 4 Through 7 with Groups of Pour Trusses Using Option A or B . Repita los Pasos 4 a 7 con Grupos de Cuatrio 71russes Usando la Opcidn' A o la Opcidn 6 Option A: Install the next four trusses using short member temporary lateral restraint Options 1 - 3 per Step 4 on page 3. Add long -length (minimum 2x4x12') continuous lateral restraint (CLR) to tie trusses together. 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). Instate los siguientes cuatro trusses utilizando las opciones 1-3 por el Paso 4 en la pagina 3 de la restriccl6n lateral de mlembros cortos. Afiade la restriccl6n lateral continua (CLR) de longitud-largo (minimo 2x4x12) para atar junto los trusses. Solaparse las puntas del CLR a mfnimo de dos trusses. Instate el arriostre diagonal cada 20 pies mdxlmo a to largo de la linea de trusses (vea la Figura abajo). The maximum diagonal brace spacing provided in this Option assumes ground bracing is properly installed and in place. EI espaciamiento maxima de arriostre diagonal en esta 0pc16n asume que el arriostre de Berra esta en sido y es instalado correctamente. Option B: Install diagonal bracing on each group of four trusses that have been set with short member temporary lateral restraint per Step 4 on page 3. Instale el arriostre diagonal en cada grupo de cuatro trusses que, han sido . colocados con la restriccl6n lateral temporal de miembros cortos por el paso 4 on la pagina 3. 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 lateral 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. Diagonal bracing Spacing between rows of required at each end TCTLR is dependent on of building between A�(see pan and pitch breaks each row of TCTLR,tep 2,onpage 2). and every 10 truss spaces (20' max.). 10 truss spaces• "max. (20' max.) 10 truss spaces max. (20' max.) Note: Ground Bracing not shown for clarity. IADVERTENCIAI Despues de que el primergrupo de cinco trusses sea instalado y arriostrado (Ei. 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 mostrado.'Esta opc16n B NO funclona sin el arr/ostre diagonal aplicado a cada grupo de cuatro trusses. 1 ENSURE THAT ALL TRUSSES ARE PROPERLY DIAGONALLY BRACED. ASEGIIRESE QUE TODOS LOS TRUSSES ESTEN ARRIOSTRADOS D/AGONALMENTE APROP/ADAMENTE. . [.� 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 frecuencia. NO ESPERE hasta que todos los trusses esten colocados para aplicar el entablado estructural. Qoacing between rows of 3TLR is dependent on iss span and pitch breaks ee Step 2 on page 2). 3racing i of building. A CMG 9UI1@H 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)— ' @111 L/Z Quite s6lo tanta restriccl6n lateral temporal y arrostre diagonal de la cuerda superior Como sea necesado para clavar /a siguiente hoja de entablado estructural. NO EXCEDA la cargo de disefio de truss con cargos de construccl6n. (VEA SCSI-B4)— BCSI-1132 SUMMARY SHEET TRUSS [IMST'WI66./AT'U®@9 & TTEWiPOU ARY RESTRAUD5 T/BRACUMG Alternate Installation Method: Build It On the Ground and Lift it Into PI Methdo Alterno de Instalacidn: Construir►o en la Tierra y Levantar►o en Lul Q Ensure level bearing; set, position, plumb and properly restrain and brace the trusses as modules on the groi Asegdrese qua at spoporte as nivelado, colocar, posicionar, nivelar y restringir y arriostrar aprop/adamente el grupo de trusses en la tierra. 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 pare estabilidad. Empiece an el ta16n y alteme laminas de 4 pies x 8 pies y 4 pies x 4 pies hasta el pico. Q Be sure to install all top chord, web member and bottom chord lateral restraint and bracing prior to lifting the module. Asegdrese de Instalar toda la restriccOn y ardostre de la cuerda superior, el miembro secundado, y la cuerda inferior antes de levantar el m6dulo. A MM411 N Additional restraint and bracing may be required to safely lift units into place. 9MUM2 La restdcci6n y arriostre adicional pueden ser requeddos para levantar los m6dulos en sitio sin peligro. Q Be sure to get proper guidance from a registered design professional to insure modules are designed and installed safely and properly. Asegdrese de obtener consejos aproplados por un profesional registrado de,disefio pare asegurar que los m6dulos son diser3ados y Instate - dos apropiadamente y sin peligro. Hip Set Assembly and Bracing Ensamblaje y Arriostrle del Grupe 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 permanentemente los gatos extremos a la pared extremo y el travesafio tan temprano en el proceso de instalaci6n como sea posible aumenta drAsticamente la estabilidad del travesano de cadera (hip girder) y la seguridad de la estructura. Hip trusses Common trusses Hip girder End wall End jacks y Girder setback Note: Truss restraint and bracing from end wall not shown for clarity. Side jacks Hip jack Use the following sequence: Use la siguiente secuencia: Step 1 Position the hip girder on the bearing walls at the specified end wall setback and permanently attach to supports. Posicione el travesano de cadera en las paredes de soporte at setback" especificado de la pared extremo y sujete a los soportes permanentemente. EM 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 travesafio de varlas- capas juntos y instate los colgadores de gato extremo (si requeddo) antes de la ereccOn/instalaci6n. Todas capas de un travesaiio de varias capas sujetaran por el horado de'fijar en el dibujo del diseho de truss antes de sujetar algunos miembros de ardostre o de aplicar algunas cargas. Step 2 Install hip jacks, and end jacks at maximum 10' on -center while crane continues to hold girder in place.. Instate los gatos de cadera y los gatos extremos a 10 pies maxlmo en centeo mientras la grda contin6a mantener el travesano 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 la cuerda superior y la cuerda inferior del truss de travesano. La conexl6n por encima es importante porque ayuda a estabili- zar la cuerda superior del travesano. 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 Hipjack connections (e.g., hangers and tie - downs). Step 4 Step 5 Instate todos los gatos extremos y gatos de rinc6n. restantescon todas las conexiones permanentes de' truss-a-soporte (Ej. colgadores y soportes de anclaje). Install the next hip truss with 2x4 short member temporary lateral restraints. Attach each short member temporary 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 at proximo truss de Temporary cadera con 2x4 restricciones Lateral laterales temporales para Restraint miembros cortos. Sujete cada restriccl6n lateral temporal del miembro corto a la cuerda superior del travesano de cadera y at truss de cadera contiguo con dos clavos a cada conexi6n. Las restricciones laterales temporales pare miembros cortos deben ser bastante largo para extender a un minimo de 1 %" pasado de la cuerda superior de cads truss. Puse la restriccOn lateral temporal de miembros cortos a roturas del pendlente y a intervalos por las cuerdSs superiores segdn al Paso 2 an la pagina 2. Install remaining hip trusses. For the fiat portion of each hip truss, use short member temporary lateral restraints that are at least double y 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 parte plane de cada truss de cadera use restricciones laterales temporales de miembros cortos que son por 16 menos dobles la longitud del primer grupo de restriccrones temporales laterales de miembros cortos (vea la figura en le pr6xima pagina)..Para las cuerdas pendientes de los trusses, instale las restricciones laterales lemporales de miembros cortos segdn uno de las tres options on Paso 4 an la pagina 3. TRUSS OWSTALLSATI100 SZ TEMPORARY RIESTRAUMTIBRACOOG 11 Step 6 Ins gui on do Paso 6Ins Pei las an 2-E 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 ConnHntinnn NO amontone los materiales o de pie en lugares qua causaMn inestabilidad, como en voladizos, salientes, tomas finales, o conexione cerca a viga. Attach to Locate Spreader bar truss above at or stiffback 10' o.c. � max, mid -height Spreader bar 2/3 _�I Tagline to 314 truss length For trusses up to and over 60'- Attach to truss at Spreader bar 10' o.c. or stlffback m� Spreader bar 213 �I Tagline to 3/4 truss' length For trusses up to and over 60' — Tips For Safe and Efficient Installations Conselas para Instalaciones Seguras y Effclentes Q 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. Ensamble los primeros cinco trusses con todo el entablado estruc- tu►al, restricci6n y arriostre, cualquler cuando los trusses son insta- lados o son construidos Como una unidad en la tierra y levantados en lugar. Al Long Span Tlruss Installation lnstalac/on de 7lrasses de 77rames Largos Q 8 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 mes son extremamente peligrosos a instalar y requieren medidas de seguridad y manejo mes detalladas que trusses de vans mes cortos. Before Starting Antes de Empezar Q Hire a registered design professional to provide a temporary re- straintlbracing plan and to supervise the erection process. Contrate un Profesional Registrado de Diseno Para proveer un plan de restriccOnlarriostre temporal y para supervisar el proceso de erecci6n. Q Develop a safe, effective truss installation method and inform all crew members of their roles. Elabore un metodo seguro y efectivo de la instalation de trusses e informs todos miembros del personal de sus papeles. , Q Use personnel who have experience installing trusses 60' and great- er In span. Use instaladores quienes denen experiencia on instalar trusses de 60 pies o mes de tramo. Q Ensure that the walls and supporting structure are stable and ade- quately restrained and braced. Aseg6rese qua las Paredes y la estructura soportante son estables y adecuadamente restringidas y arriostradas. Q 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 Jos materiales de construccOn necesarlos a la mano. Asegurese que el operador de gr6a entiende Jos requisitos especiales de levantar los trusses de tramos largos (vea BCSI-81).— Keep trusses straight during hoisting to minimize bending out -of - plane. Mantenga los trusses derechos durante ellevaniam/ento 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 on el centro para proveer mes estab- ilidad y quedarlo on lugar hasta que todo el arriostre de establlidad permanente de construcci6n es instalado. . I . WER No 111 FA PAP W, _ 117 Q Apply structural sheathing to the top chord as the trusses are being installed. Aplique el entablado estructural a la cuerda superior mientras los trusses est6n instalados. Q Install all permanent individual truss member restraint and bracing immediately. Instale todo el arriostre y restriccOn pennanente de miembros de trusses individuales Inmediatamente. BCSU-Ba SU861ftfitilARY SHEET TRUSS UpdSTAd6ATIOM & TEMPORARY RESTRAUMT/BRACDOG I Field Assembly and Other Special Conditions Ensamblaje de Campo y Otros Condiciones Fspeciales 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 tamafios o formas de trusses requieren algGn ensamblaje an la obra. Refiera a Los dibujos del disefio de truss para instrucciones especlficas sobre ensamblaje de montaje, a menos qua los documentos de construccl6n indiquen to cohtrado. The contractor is responsible for proper field assembly. El contratista as responsable pars el ensamblaje de campo apropiado. Piggyback Trusses Trusses de Piggyback 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. Los trusses soportantes serdn completamente instalados con todos miembros de trusses Ya/ardostre de establlidad permanente de construccOn Como es requeddo ANTES de instalar los armazones ("cap") soportados. .fife; .fit, 4�IritR��'� (i.e.base) trusses A WARNING Adequately restrain and brace the flat portion of the supporting trusses to prevent buckling. IADVERTENCIAI Restrinja y arriostre adecuadamente la parte plan de los trusses soportantes para prevenir el fallar. Q For more information on how to permanently laterally restrain and diagonally brace piggyback truss systems refer to BCSI-B3 "' Para mAs informaci6rl sobre como reshingirlateralmente perrnan- etamente y arriostrar diagonalmente sistemas de trusses de piggy- back refiere al BCSI-B3.— Field Spliced Trusses Trusses 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. , ., -F Z-1 Empalmando puede ser hecho en el suelo antes de la instalacion o las secciones de trusses pueden ser soportados por shoring" temporal despues de qua seen levantados en _ Field -spliced trusses with Lugar y los empalmes son instalados temporary center support de una superfide de trabajo segura. Valley Set Frame Installation Instalac➢dn de Armmrdn 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 apropiadamente. Esto puede ser hecho por sujetar el entablado estructural o con files de restricci6n lateral, espaciados no mis qua el miximo en el espaciamiento del centro qua as especifi- cado on el d/bujo del disefio de truss, y arriostre diagonal. Valley sets as over -framing This document applies to all sloped and flat chord trusses built with the wide -face of the lumber oriented vertically. Examples Include: Este documento aplica a todos trusses de cuerda pend/ente y plan construldos con la cara-ancha de la madera orlentada verticalmente, tales como: Gambrel truss Scissors truss Mono truss Parallel chord truss . For parallel chord trusses manufactured with 3x2 or 4x2 lumber, see BCSI-B7."' Para Los trusses de cuerdas pare/etas fabricados con madera 3x2 o 4x2, vea el ►esumen BCSI-B7.— For trusses spaced more than 2'-0" on -center, see BCSI-B10. Para los trusses espaciados mJs de 2 pies en el centro, vea el 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 sbcindustry.com/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. SBCA WwrrC,J,,ICIL- 6300 Enterprise Lane - Madison, WI 53719 608-274-4849 • sbcindustrycom � , �11 Truss Plate Institute 218 North Lee Street, Ste. 312 Alexandria, VA22314 703-683-1010 • tpinst.org BCSI-B2 SUMMARY SHEET AWARNING Disregarding permanent restraintlbracing is s major cause of truss field performance problems and has been known to lead to roof or floor system collapse. IADVERTENCIAI Descuidar at amostrelrestricci6n permanents as una cause principal de prob- lemas de rendimiento del truss en campo y hable conocido a Ilevar at derrumbamlento del sistema del techo o plso. AL@O Trusses with dear spans of 60 feet (18.3 m) or greater, may require complex perma- nent bracing: Please always consult a registered design professional. g90017 L•11 Tramos sobre 60 pies o mils pueden requertr ardostre permanente complejo. Por favor, consufte siempre a un profesional registrdo de diseno. RestraintlBracing Materials & Fastener Materlales y Genes de Restrict WArriostne Q Commonly used restraintfbracing materials include wood structural panels, gypsum board sheathing, stress -graded lumber, proprietary metal products, and metal pudlns and straps: Materiales comunes de aniostrar/restringirincluyen paneles estructumles de madera, entablado de yeso, madere graduada per esfuerra, productos de metal patentados, y vigas de soporte y 0ras de metal. ,. M-Mmu. .., LumberSlze Minimum Nall Size Minimum Number of Neils per Connection 20 stress -graded 10d (0.12MI 12d (0.1284.25') 2 16d(0.13lx3.51 26 stessgmded 10d (0.128x1l " 12d (0.1284.251 3 16d (0.1314.51 ' Otherattachmad requirements maybe sped8ed bythebu0gng designerortruss designer. ' The gmWslw and attaeAmentfor bracing materials sudr aswood structural panels, gypsum board eheathbg, propneterymeial restalnYbredrg produeb, and resist puNns and straps are provided bythe burding designer. Permanent Bracing for the Various Planes of a Truss Arr/ostlnre Permanents pare Versos Pianos do un hues 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 permanente as importante porque, a) Impide el forcer fuera-de-plant de los mlem- bros del truss, b) eyuda an mantener espaclamiento aproplado de los, trusses, y c) resists y pass las cargos laterales de viento y fuerras slsmicas apllcadas at sistema del Bottom truss. chord plane Q Trusses require permanent bracing within ALL Trusses requieren amostre pennariente dentro of the following planes: de TODOS los sigufentes pianos: 1. Top chord plane 1. Plano de la cuerdo superior 2. Bottom chord plane 2. Plano de Is cuerda inferior 3. Web member plane 3. Plano del mierribro secundarto ACWMN The truss, or a portion of its members, will buckle (I.e., fail) at loads far less than design without permanent bracing. fi@a&90a Sin at arriostre permanents, del truss, o un parts de /as miembros, torc'an n (el. fallardn) de cargos muchas menos qua las cargos quo at truss as dlsefiado a Ilevar. Structural 1. Permanent Bracing for the Top Chord Plane sheathing ®..a cry na.,s..®.. --- v1 OIL.... de N. on too chord Q Use plywood, oriented strand board (OSB), or wood or metal structural pudlns that are properly braced. Attach to each truss. use contrachapado, panel de fibras orientado (OSB), o vigas de soporte de madera o metal qua ester arriostrados apropladamente. Sujete a coda buss. Q The Truss Design Drawing (TDD) provides information on the assumed support for the top chord. E/ Dlbujo del Dlsefio de Truss (TDD) proves infomraci6n sobre of soporte supuesto Para to 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. Ei tamafio de cferre y requisitos de espacfamlen- to y grado Para at entabledo, vigas de soporte y arriostre son provistos an at c6digo del edificlo Diagonal T bracing in the yfo per at diseffador del ediflcle. Intervals specified by the bi 2. Permanent Bracing for the Bottom Chord Plane Arriostre Pe►manente para el Plano de In 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 restriccf6n lateral continua con an fostre diagonal, enfablado de yeso o cualquier otro material Para techo qua pueda funcionar come un diafragma. ceiling Q The TOD provides information on the assumed'support for the bottom chord. El TOD provee Informacidin sobre el soporte supuesto Para Is cuerda Inferior. Q Install bottom chord permanent lateral restraint at the spacing Indicated on the TDD and/or by the building designer with a maximum of 10' (3 m) on -center. Instate restrfcd6n lateral permanents de la cuerda Inferior at espaclantlento Indicado an of TDD y/o per of dlsefiador del edlflclo con un, mdxlmo de 10 pies an of centre. Diagonal bracing. CLR splice ninforcarmi Attach to each truss. Truss Member 2y,_ CLR Bottom chords A A Lateral 10. ,� S2U' restraint Minimum T2x-Scab bbdreemie 6 (3 m) 51' '` 2x4x1Z over CLR splice. m) S10' ( ) or greater Aim to CLR with minimum 8-16d m) 510' lapped over (0.13WIF) nails each Note: Some two trusses side of splice or as specified by the chord and 0r CLR splice Building Designer. Lateral restraint and diagonal bracing used web members 'reinforcement, SECTION A -A 9 9 not shown for to brace the bottom chord plane. clarity. Truss 3. Permanent Bracing for the Web Member Plane"�r Arrlost 9 Permanente papa El. Plano del Mlembro Secundario 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 mfembros secundarios recogen y Posen fuercas de resMcd6n de torcer yfo cargos laterales de viento y fuerzas sismicas. A menudo at mismo ardostre puede ser usado Para ambos funciones. Individual Web Member Permanent Restraint dic Bracing Rees&lcdbn y Ardosire Permanemlie de Mlembros Socandarlos Indlulduales Q Check the TDD to determine which web members (if any) require restraint to resist buckling. Revise el TDD pare detedninarcusles miembros secundarios _ _ One restraint required (at algunos) requieren nesMcci6n Para resistir el forcer. ii i � L= on each of these webs. Note: CLR con be Q Restrain and brace with, - i' Installed on either side A. Continuous lateral restraint & diagonal bracing, or _ 01 Member. B. Individual member web reinforcement. o Restrinle yarlostre con, A. RestriccOn lateral continua yariostre diagonal, o ., B. Refuerzo de miembros secundados individuales. A. Couldi uous Lateral Restraint (CLR) 8c ••`:,: Diagonal Bracing ResWor/dn Lateral Condhan (CLR) y Antios irs Diagonal Attach each row of CLR at the locations shown on the TDD. Sujete coda file de CLR on las ublcaciones mostrados an at TDD. Install the diagonal bracing at 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. Instate at arriostre diagonal a un Sngulo menos de o igual a 45' at CLR y col6quelo Para qua truce Is cuerda muyaerce del CLR: Sujete el arriostre diagonal tan,pr6ximo a las cuerdas superiores y inferiores como sea posible y a coda cuerda qua to cruza. Replia tads 20 pies (6.1 m) o menos. EKAMPLES OF DIAGONAL LATERAL RESTRAINT i Permanent conflnuom A Group of 3 Trusses Note: Some chord and web members not shown for clarity. SWctural *.4,.,, r sheathing Diagonal bmcasnal /) I Lunt Group of 2 Trusses Lateral restraint ® Lateral restraint & diagonal bracing can also be used with small groups of trusses (i.e., three or less). Attach the lateral restraint & diagonal brace to each web member they cross. Restried6n lateral y ariostre diagonal tambl6n puede'ser usado con grupos pequefios de trusses (et. tras o menos). Sujete Is resbicci6n lateral y of arriostre diagonal a cada miembro secundario quo los cnrzan. ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINTI Gable End Frames and Sloped, Bottom Chords ISIEMPRE ARRlOSTRE LA RESTR/CC1116N LATERAL CONTINUA DMGONALMENTEd Amraaones Rastdales V CtreridasIrrferlores Penddentes B. Indhddoa/ Web Member Reladoecement Re fimarzo de Miembrw Sec:uaderins Individuales T-, L-, Scab, I-, U-Reinforcement, proprietary metal reinforcement and stacked web products provide an alternative for resisting web buckling. T-, L-, costre, I, U-Refueizo, refuerro de metal patentando y produdos de mlembras secundarlos amontanados proveen una altemativa pars resisdr at forcer de los mhembros secundados. �Q 11!SQ metal Sboduad Relnfarcement ®Scab Reirdomarnod d Product Webb Tmse Member ty, L-Reinforcement TT t Q The following table may be used unless more specific information is provided. La siguiente tabla puede ser usada a menos qua informacdn mis especlfica esta provists. Spedlled. CLR Sim of Truss web REINFORCEMENTWEB Type d Size otWeb Reinforcement • Grade of Web Reinforcement Minimum Length of Web Reinforcement Minimum Connection of Web Relnforcemenl to Web T L I Scah' 1 or U 1 Row 2x4 2A 20 20 Same species and grade or betterthan web member 90%of web or extend to within 61 (150 mm) of end of web member, whichever is greater" 18d (0.1311d.5°) nails @ 6•(150 min) on -center= 26 2x6 2(6 2x8 2x8 2d Zia 2xil 2Rows' 2x4 2-2x4 2x6 - — — 2-2x6 2xB 2-2z Wadmum web Imph is 14 feet 143m). 'Attach Scab Reinforcement to web with 2 rows of mhmum tOd (0.120x3') wits at 6' (150 mm),dn-center. Q The gable end frame should always match the,profile of the adjacent busses to permit installation of proper bottom chord plane restraint & bracing unless special bracing Is designed to support the end wall. El armaz6n hastlal slempre debe enca)ar el pen?l de /os trusses contiguous pars permitlr la Insls- lacOn de restricd6n y ardosire aprophada de Is cuerda Inferior a menos quo arrlostre.especial as disefisdo para soportar Is pared de extremo. Bottom shad One Example olraked gable end wag (vdih sdssas gable end name) A@&VM0 Using a Rat bottom chord gable end frame With adjacent trusses that have sloped bottom chords is prohibited by some bullding'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 end frame profile does'not match the adjacent trusses. El use de un armaz6n hastlal de Is cuerda interior con trusses contlguos cuales tlenen cuerdas inferiores pendientes as prohibido par algunos c6digos de edificios porque or- dostre adecuado de esta condid6n as dificil y a vsces imposible. Consideraclones espeda/es de disefio pars of aniostre de Is pared de extremo son requeddos par of disefiador del edificio at at perfil del armaft hastlal no hacejuego con los, trusses contrguos. Permanent Bracing for Special Conditions tArriostre Permanente Para Comliclones Espedales Sway Bracing—Arr/osbe de "Sww' 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. Aniostra de'sway' est6 Instalado par Is dlscreddin del disefiador del edificio pare ayudar an astabilizar at sistems PERMANENT LITERAL RESi 111' 0. , I WEB REINFORCEMENT REQUIRED I de trusses y pars minimizar el movimiento lateral debldo a &DRGONALBRACING D�� { aaas.�a swa A cargos do viento Y cargossismIces. �+•m� �.A �.�..a.�, I T I, i a woo o i ' 1 TL ® j Q Sway bracing installed continuously across the building rLeRSGa I also serves to distribute gravity loads between trusses of I �" uraomow r 11= varying stiffness. 15 LL. arwrma 15 J o a sues { Ardastre de •stvey que as insfalada centlnuadamente at trav6s del edificio tambi6n as usado pare K W[E06'OOEfW iMMRSIWIB,WPJ40RAl1FK0¢A I ) j _ I distdbulr las cargos de gravadad antra trusses de dgldez vadando. RES4uW fRI0CI6RUTERALPERMANENTEYARRIOSiRE I� °°"°�ntl°'"A""°° DIAEMB UERIDO 1 REFUERZO DE MIEMBRO SECUNDARIO REQUERIDO I permanent Restraint/Bradng for the Tbp chord In a Piggyback Assembly Re•lbiad6n/Anlostre Permonente para In Ctrerda Superior on on Eosamblefe de Pliggyback Q Some truss manufacturers provide additional assistance by using tags to mark the web members that require lateral restraint or reinforcement, Algunos fabdcantes de busses maroon an at truss /as ubicaclones de refuerzo o restricd6n lateral de m/embros secundados con efiquetas simllares a has arriba. Web -Member Plane Perrmismant Building Stabllity Bracing to Trans' fer 11Ylnd & Seismic Forces Anloslbe de Establlidad Permanents del Edifido del Plano'die Mlembros Secundarlos para Desplazar Fueraw de Wento y Fuerzas Sisinkas�� Q The web member restraint or reinforcement specked 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 speck tied by the building designer. La restdccidn o refueizo de mlembros secundarlos espedOcada an un TDD as requeddo pars reslstlr Is deformaclein bajo fusizas axlales causades par cargos verticales apllcades al truss. Re- striccl6n adlclonal y of aparato ortop6dlco denlro del piano mlembro de bands tambidn puede ser newsada para transfedr fuerzas laterales debidas at viento yl o oargas slsmicas aplicadas perpen- dicular all piano de las cerchas. Este restrlccl6n y arrlostre as (/plcamente provlsto par el disefiador del edificio. Diagonal brace to roof dlaphragm blocking Gable e d frame 107 Root diaphragm blocking Horizontal / L- reinforcement Note: Top chord sheathing not shown for ciadir \Bolcom chard lateral restraint Gable endlwa0 permanent diagonal bracing. Locate in line with bottom chord permanent CLR or as specified by the building designer. 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 ceiling diaphragm. Algunos disefiadores de trusses proveen tables y detalles de dlsefio generates pare asistlr el disefiador del edificio an determiner el arrfostre requeddo pars pasor cargos tolerates debidas a fuerzas de viento y/o fuercas slsmicas del armaz6n hastlal at dhafragma dol techo. Q Provide restraint and bracing by: Repost diagonal • using rows of minimum 4x2 stress -graded bracing (rod) at 10' lumber CLR and diagonal bracing, or (3 m) intervals, or as - a the CLR into the roof diaphragm, specified. CLR (green) or at 6 the Spec - adding structural sheathing or bracing ing specified frames, or on the buss • some other equivalent means. ft,draving Proves restdcd6n y ardastre par.usando files de4x2 CLR de madera gred- uada par esfuerzo y ardostre diagonal, o, conedando el CLR al dlatragma del echo, o afiadiendo ensablado estructural o arm zones. de ardostre, 0 • argunos otros m6todos equivalentes. ® 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 pans el espaciamlento mtiximo supuesto pars sujetarIs resbhcd6n lateral (p. ej., vigas) a Is cuerds superior del truss Cap soportante. �� Q The TDD provides the assumed thickness of the restraint and minimum connection requirements ",,4CLR required only between the cap and the supporting truss or dbracing frame or restraint structural sheathing El TDD proves e/ grosor one)d6supuesto de Is s entr F te installed intermU- dbn y los requisitos de cenexh6n minimos antra y to caps y el truss soportanie o Is resblccl6n. Bracing frame or structural If diagonal bracing Is used to restrain the �— sheathing CLR(s), repeat at 10' (3 m) intervals ores ,Wng specified In the constr ictlon documents. • Si arriostre diagonal as usado pare restdngir ell7os CLR(s), repita on intervalos de 10 pies a coma aspecificado on los documentos de construcci6n' To view a non -printing PDF of this document, visit sbcindustrv.com/b3. " Para ver un PDF de esta documento qua no se pueds impdmir, visits sbdndustry com/b3. SAC- 4raL raonossaum TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 63719 218 N. Lee St., Ste, 312 -Alexandria, VA22314 608-274-4849 • sbdndustry.00m 703-603.1010 • tpinstorg MWEBIU17160217 ffif S u, T. ? rt it' y, sI v� S'ii `✓ 3 r Checklist for Handling and Installing Trusses Lisla de Verification Para Manelar e. instalar Los Trusses Review all the information provided in the JOBSITE PACKAGE to ensure compliance with industry recommendations. Property damage, serious bodily injury and/or death are possible when handling and installing trusses without following the recommendations presented In tha JOBSITE PACKAGE. This Is particularly true when working with trusses with clear spans 611' and greater. Use the following checklist when handling and erecting trusses. M 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. OPP �O 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 lntsses to prevent further damage and make sure the area remains clear of plumbing, electrical, mechanical runs, etc. until the required repairs have beer properly completed. DO NOT cut, drill, 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 deterloration when stored at the jobsite. When trusses are stored at the site, use blocking, stringers, pallets, platforms or other means of support to keep the trusses off the ground or in a braced upright positi.in to avoid damage. Carefully review the truss design d awings (TOD) and the truss placement diagram (TPD) if/when provided by contract, and all JOBSITE PACKAGE documents, prior to handling and installing trusses. 0 Examine the building, the building's structural framing system, bearing locations and relaLd installation conditions. Revise todo to infarm4ct6n provista on e1PAQUETE DE OBRA pars asegurarse que cumplen con las recomendaciones de fa industria. Dario a propiedad, herida seria y/o muerte son posibles ccando maneiar a instalar trusses sin sigulendo las recomendaciones prosentados en del PAQUETE DE OKRA. l speciatmente cuando trabajar cor, trusses de 60 pies de largo o. m4s. Usela sigulente lista de verification cuando se manejan o selevantan los trusses. © Examine los trusses cuando se las entreguen y desp:ies de la instalacibn para: (1) Conformidad con los Dibujos co Disoho del Trus> (2) Places de canexion fuera de lcgar o perdidas (3) Mlembros rotos, descolocados o partictos (4) Cualquier otro dano que pueda perjudicar to integridad estructural de tos trusses. Avise el fabricante de trusses si reparaciones al Muss son necesarios. Despuss de la lnstalaci6q, si dano a los trusses esta descubierto que pveden debirrtarlos, arriostre o soporte Jcs trusses temporalmente para prevenir mes dAo y asegirrese qce el Tree queda fibre de tubarias, las compone9tes efectdcas o mscanicas, etc_ hasty Quo todas los reparacianesreQtrarrdas son conpletados correctamente. NO torte, perfore, reubique, anadao quita ningOn miembro del truss o conector do metal hasta qua haya recibido instrucciones del fabricante de busses. © Proteja los trusses del clima, de fa corrosion de torceduras laterales, dano y deterioros cuando las guarda en la obra. Cuando trusses son guardado en sits, use bloqueados paleeas, plataformas u otros tipos de soporfe oars almacenarios fuera de la Berra o en poslclon vertical para evitar que se dahen [1 Revise cuidadosamente los dibujosde diseno del truss(TDD), el diagrama de instaacion de trusses (i PD) si esta provisto, y todos los documentos cal PAQUETE DE DBRA antes de manejar a instalar los trusses. © Examine el edifrcio,..el sistema del arinaz6n estructural, las Copyright© 20t•2-2014 Structural Bulding Components Asmistion. Ail Rights Reserved. TTSHISCHECK-140905 Begin installing trusses only after any unsatisfactory conditions have been corrected. 0 Properly connect all beams and components that support trusses prior to Installing the trusses. D Girder trusses may consist of more than one truss. Review the TDD to determine the proper number of pies and the correct attachment methods to be used at the jobsite. 0 Use a spreader bar 1/2 to 2/3 of the truss span for trusses over 30' but less :han 6U and 213 to 314 of the truss span for trusses up to and over tiff'. 0 Install lateral restraint and diagonal bracing in accordance with the guidelines in the JOBSITE PACKAGE to prevent trusses from toppling during installation. Erect trusses using the design spacing indicated, Keeping the trusses Yon1ral 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. 0 Refert6 the construction documents, the TDDs, or the TPD of required by the contract) for the hanger locations: Hangers shall be correctly attached. Refer to hanger manufacturer's specifications for installation information. O Install all permanent individual truss member restraint or member reinforcement depicted cn the TDQ. 13 fz L A Comply with the owner's, or the owner's retained registered design professional's, permanent building stability bracing, anchorage, connections and field assembly requirements. This info-mation is typically provided In the construction documents. Install structural sheathing as soon as possible. Trusses hold their profiles best when they have been properly plumbed, restraired and braced wish structural sheathing. Sheath early... sheath often'. During construction; distribute material and equipment loads (e.g., plywood, drywall, roofing, tools, etc.) on tie trusses to stay within the limits of tPe carrying capacity for each truss: Make sure the trusses are adequately restrained and braced BEFORE placing any ranstruction loads on them. Only install HVAC units, fire sprinklers, etc., on trusses if the trusses have been designed to accommodate these specific loads. Review the TDD for the asst.med loads and locations. NOTE; Temporarily braced structures are NOT suitable for use or occupancy. Restrict access to construction personnel only. 60 NOT inhabit or store anything of value in temporarily braced structures. ubicaciones de los sopottes y !as condiciones relacionadas con fa instalation. Comience a instalar Ics trusses solo despues de habar resuelto cualquier condfcidn dssfavorable. • Conecte correctamente todas las vigas ycomponeates qua apayan cerchas antes de instalarlas trusses. © Los trusses de tralvesano pueden consisdr en. mis de un truss. Revise los TDDs para determaarel n6mero adecuado de capas y los metocdos de cbnexi6n ccrrectos para ser usados an to obra, 0 Use una barra de®Xtensi6n a 7/2hasta % del vano del t-uss para los trusses qua tengan entre 30 piesy 60 plea Use una bars de extenslbn 2/3 hasta 314 del vano del buss para los trusses hasta mes largo de 60pies. CI Instals restriccion lateral y arrivstrs diagonal de acuerdo con las directrlces on el PAQUETE DE OKRA para evitar que Ios trusses se caigan duranto la instalacion. Levante log trusses usando el espacio de diseho indicado, y mantenga im trusses verticalesyparaidas con respecto Motro. Arriostre los trusses de forma segura err los soportes. Separe los trusses a una distancia no mes de 114 pulgadas de la ubicacton an ei TPD. 0 Reflera a los documentos de construcci6n, el TDD o el TPD (si requerido par el contrato) pate ias ubicaciones de Jos conectores. Conectores deben se,. sujetados corredamenfe. Reflera a las especiffcaclones del fabricante de los conectores para informacidn de lnstalaclan. 0 Jnstale todas restricciones permanentes de mlembros lndividuales del truss o refuerzas de miembros secondarlos mostrados en el TDD. 0 Cumpiiese con Jos requisitos de arriostre permanents de estabilidad del edificio, resiricciones, conexl6nes, y del ensamblaije on Campo del propiefario o del profesional de disefio registerdo oue as empleado por el propietario. Esla informaclhn as provista fipicamerde an los documentos de construccion. 0 instate el entab/ado estructuraf cuanto antes. Los trusses se sosdenen mejor cuando han silo apropiadamente colucados a plomades, restringides, arriostradas y sujetados al•eniablado estrucfural correc'amente. iAplique el entab/ado temprano... apliquelo con frecuencial 10 Durante la cansbuccibn, distribuya los materiales y cargas de equipo (ej. ccntrachapado, henamtentas, matertates, etc.) en los trusses para quedese entre las Ilmitas de capacidad para cada truss. Asegurese que /os trusses son restrngidos y arriostrados adecuadamerite ANTES de goner algunas cargas de construccion encima de Jos. Solemente instate unidades de HVAC, aspersores del Fuego, etc., en tos trusses sl toa trusses son disenados para contenerlos. Revise los TDD para Is cargas y ubicaclones supuestos. NOTA: Estiucturas que son arriostrados temporalmente NO SON apropiados para el use o Ja ocuoaci6n. Restrinja /a entrada a solamente los obreros. NO habita• o guardar alguna rose de valorentre de ostiucturas que son arriostrados temporalmente. To view a non -printing PDF of this document, visit s, hcindustry.com/ttbhibcheek. Under industry guidatlnes, trusses that have ba3n field altered on the jobsite or Bojolas gufas indusidales, los trusses que hen side anerados on of toobra o so- overoaded during the instillation phase of consructlon may null or vdd the truss bmcargados durante la fosq de instaiocidn de la ronslruccift pueden antrler•o in - manufacturers limited warranty. Check the truss manufacturer's limited warranty validarls Veranda nmllada sue ofrece la compania fabricante de sus trusses. Rgra for specific information. •tnfornacion eppeciflca, reuse fa garanda que bmda 1p.Companla fabricante. Truss Technology in Building rs .� An informational series resigned to address the issues and questions faced by W.&S14HUMI J, professionals in the building corstruction process. 6300 Enterprise Lane • Madison, Wl 53719.608474-4849.608-274-3329 fax sbdndustrycom • wtra@sbcindushy.com Copyright O 2002-2014 Structural Building Components Association. All Rights Reserved Reproduction of this iocument, ir1 any fortr, is prohibited withoutwritten permission from the publisher. This document should appear in more than one color. Printedin the United states of America, Regulations on fall protection and erection/installation of trusses in residential construction are contained in OSHA's Fall Protec- tion Standard, 29 CFR 1926 Subpart M(the Standard). Section 1926.501 (b)(1 3)'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 regulaciones sobre protecci6n contra caidas y levantamlento/insta/aci6n de entramados en construcci6n residential vienen contenidos en la Regulaci6n de Protecci6n contra Caidas de -OSHA, 29 CFR 1926 Subparte M (el EstSndar). La secci6n 1926.501(b)(13) de la regulaci6n estab/ece en parte: `.'Cada emp/eado que participe an actividades de construction residential a 6 pies o mas por encima de niveles inferiores 'deberari estar protegidos por sistemas derampas de protecci6n, andamiaje, un sistema de red de seguridad o un sistema de protecci6n personal para detenci6n de cafdas." 7Yuss 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. 0 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 eflect. E1 Refer to BCSI-61* and BCSI- B2 for recommendations on proper bracing of trusses. Refer to BCSI-E,*I* for recom- mendations on proper hoisting of trusses. ® DANGER Do not walk on. unbi trusses. , ® DANGER Do not stand on Tru hangs until Structural Sheathing applied to the Truss and overhE Sistemas de Entramama iPELIGRO! Cualquier pieza de un sistema de entramado de techo o el piso apunta/ado o forrado de forma inadecua- da que se utilice como punto de anclaje para cua/quier tipo de sistema de protec- tion personal para detenci6n de caldas es peligroso y aumentare e/ riesgo de lesiones personates de gravedad o la muerte. p4.DCu EATENCW Los entramados de techo y piso que no estan correctamente apuntalados segOn BCSj o forrados no pueden resistir cargas de impacto lateral asocladas con eaidas. U7 trabajador que sufra. una calda y que este acoplado a un conjunto de entramados que no esten apuntalados adecuadamsnte podria pro- vocar que log en[ramados 17jados previa- mente.se coJapsen.aon an efecto.dominb. Cnnseelta AIC.5:W:"- * snbre pars levantar correcto de los entramados. .-PELIG O! No camine sobre entramados no epuntalados. §PEL§GROt No se pare en el braguero voladizos nasta revestlmlento estructural se ha aplicado a la armadura y voladizos. B11 Fall 160722 IFALL PROTIECTOOR9 ex TRUSSES J 8 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. Site -Specific Job Hazard Assessment Fall protection and safety measures are jobsite and 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 @MUVO@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. IPEL/GRO! No camine sobre entramados ni estruc- turas de muro pifion dispuestos horizonta_ lmepte ya que no poseen la resistencia estructural para poder soportar a un trabajador con seguridad con orientation horizontal. Elva/uacidn de Peligros de Tfrabajos en Siitios Especificos La proteccion contra caidas y las medidas de seguridad son especificas para cada sitio de trabajo o edificio. El metodo apropiado para la proteccion contra caidas de- bera'determinarse siguiendo una evaluaci6n de peligros en el trabajo (JHA) especificos, realizados por una per- sona que este calificada (1) que pueda.disenar, instalar y utilizar. sistemas de protecci6n para caidas, y que este autorizada para corregir cua/quier problema. La JHA tiene e/ prop6sito de ayudar en /a detecci6n de riesgos e idertifrcar/a forma menos peligrosa para instalarentra- 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 proteccion, andamiaje, redes de seguridad, sistema de proteccion personal para detenci6n de caidas o plataformas de agarre. Los empleados deber6n "considerar si es seguro disenar e instalar una plataforma/sistema de trabajo seguro alrededor de un peligro. IADVERTENC/Ad Todas las so/uciones de proteccion contra caidas vienen con sus propios peligros durante el use g@20 9909 La soluci6n de peligros para la proteccion contra caidas puede ser obvia, pero deberan consider - arse otros peligros al al elegir los sistemas de proteccion contra caidas apropiados para. un sitio espec/fico. Esto incluye: 1. peligros de caracter electdco, Como /ineas de conduc- ci6n e/cctrica; 2. peligros de objetos lanzados violentamente por el use de engrapadoras neumaticas tipo pisto/a; 3. peligros de tropiezos por cables y materia/es de "apunta lamiento; y, , 4. peligros de niveles bajos, Como un apuntalamiento de pared, contra to que no protegen /os sistemas de proteccion contra caidas. BALL PROTECTOO 9 & TRUSSES Fall Protection Equipment 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 ' attached.(2) A 9,2U V0@B9 While the equipment itself may resist the forces generated by a falling worker,, it is up to a quail - fled Lperson 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 1926.600. Roof Peak Anchors A WARNING Completely brace, per BCSI-B1* and:BCSI- 132* 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. /nstalacion de Egaipo de Protection Co__nfra Caidas 1PELIGRO! Los entramados individuales por sf solos NO eshin disenados para SOPORTAR equipo de protec- cion contra caidas.; E/ contratista ser6 responsable de los rmedlos de cori- struccion,1os mctodos, las tecnicas, las secuencias, los procedimientos, los programas y la seguridad ;en to *que se refiere a recepcibn, a/macenamiento, manejo„ insta- lacion; restricci6n y apuntalamiento de entramados Consu/te ANSUASSE Z359.2-2007, Minimum Require- ments for a Comprehensive Managed Fall Protection Program (Requisitos minimos para un programa com- p/eto de protecci6n contra caidas) si desea informad6n para e/ cumplimiento de los requisitos minimos para la instalacion y uso de equipo de protecci6n contra caidas. Esta norma..se refiere'a equipo so/amente; yno es apli- cab/e a la estructura subyacente a la que'est6 acoplado el equipo. (2) g&ZTUW09Aunque el equipo porsl mismo puede -resistirlas fuerzas generadas porla.cafda de un tra bajador, es responsabilidad de una persona calificada determinar si e/ sistema,estructural del edificio a/ que se acopla el equipo de protecci6n contra caidas cumple o supera est6 regulation tambien: Andam➢aje EsO permitido el uso de andamiaje interior o exterior Como sistema pare detenci6n de caidas, pero /a insta- lacion y el uso deber6 adherirse a los requisitos regular todos descritos en 29 CFR 1926.500. Rampas de Protecc➢on Se permite el uso de rampas de protecci6n a to largo del perimetro del area de trabajo como sistema para detenci6n de caidas, pero la instalacion y el uso de- ber6n adherirse a los requisitos de. la regulation que se encuentran en 29 CFR 1926.500. Anc/aies de 7b]ado 1ADVERTENCIA!Apuntale•completamente, segun BCS/.--B1* yBCSI B2* o forre los entramados, antes'de. instalar un anclaje de tejado para su uso como sistema personal de restriccl6n de caldas: La; instalacion y el uso debera adherirse a los requisitos regulatorios que se indican en 29 CFR 1926.500. IADVERTENCIA! Siempre es m6s seguro forrar una secd6n (por ejemp/o, 3 o m6s entra- mados) del sistema de tejado antes de instalar un anclaje de tejado para uso como sistema personal de restricci6n de caidas. La instalacion y el uso deber6 adherirse a los requisitos regulatorios que se indi- can en 29 CFR 1926.500. FALL PROTIECT000 Fk TRUSSES Alternative Fall Protection Plans. - Planes AI formatives 'de Proteitxion Contra Caidas 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)J6,"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 measure's shall be used in'conjunction with conventional fall protection systems (6), and the use of altemative 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=131* and BCSI-B2;* the bottom: chord and web member pianes,.Completely brace, per BCSI-B.1* and BCSI-B2' pnsheath the, top chord plane, for adequate stabil- ity. Liftand set in -place. This pre -assembled section may then be used_ as an attachment point for personal fall restraint'an`chorage. Definitions (1) Udder 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 ntechanical 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,' br personal fall arrest system) or that it is technologically impossible to use anyone of these systems to provide fall protection. (4) 29 CFR 1926.501(b)(2)(1) 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/uacifin,JHA, si la persona cali= Icada es Ca de demostrar que las medidas convencionales de protecci6n contra cafdas'son ►rrealizables (3) o presenter un mayor pelf (4) para un trabajador en particullar o la cuadrilla entera, un empleador puede implementer un' plan de proteccl6n contra cardas aI Mativo, por escrito en cumplimient0 con 29 CFR 1926.5O1(b)(13) para protecci6n contra_ cafdas en construcci6n residencial. Las medidas altemadvas del plan de protecci6n contra cardas deberdn aplicarse a trabajadores suflcientemente capacitados y expenmentados 5), y e/ plan debera, cumplir los requisitos de 29 CFR 1926.5O2k) y ser especfficas para cada sftio. E/ use de medidas.altemativas se utflizar6 en co!7junci6n con-sistemas de proteccion,contra calidas (6), y.el use de metodos altematitios sera to mis'III itadoposib/e: Mentaje en el terreno Realice el montaje. previo de un sistema de entrainado e,'n el terreno. Restrinji laferalmente por completo'y`apuntale dfago- nalmente /a cuerda inferior y los pianos de la p►eza de,enrejado segiin BCSI-B1 * y BCSI-B2.*Apunta/e completamente, segun BCSI-B1*•yBCSI-B2,*o forre,el,plano. de la cuerda superior, para consegu►r /a estabindad adecuada. Aice y establezca en su' lugar.'Esta secci6n pireviamente inbntada puede'utiliiarse'enton- ces como,unpunto'de acop/amiento para anclaje de restricci6n personal Contra cafdas. • . „ Definic0ones : � .. . (1) Bajo 29 CFR 1926.503(a)(2), una persona calificada es aquella que debe toner conocimientos y aptftud para proporcionar capacitacf6n a otros, en, las Areas sigulentes: la naturaleza de los peligros de calda en el Area de trabajo; los procedimieritos correctos para levantar, mantener, desmontar a inspeccfonar los sistemas de'proteccOn contra caldas a; utflizarse; el use yla operaci6n de sistemas de rampas de protecci6n, sistemas personales para detencf6n de caldas, sistemas de cedes de ` seguridad, sistemas de lfneas de advertencias, sistemas de monitoreo de seguddad, zonas de'acceso-controlado y, otra proteccl6n a udlizarse; la'funcibn de cada empleado en el sistema de mon►toreo de seguridad cuando se utilice este sistema; las limitaciones sobre el use do, equipos mecgnicos durante la realizacOn'de trabajo''en tejados de Baja pendi- ente; los procedimientos con-ectos para el manejo y almacenam►ento de . equipa y matenales, y to construdd6n de piotecc►& superior, y la funci6n de-los empleados en planes de proteccOn contra caldas".: (2) B,c6mentado E5.4.2.2 de ANSI/ASSE Z359.2-2007 establdce,. EI .. rmpacto de,las fuerras;de calda sobrevigas, columnasry sus sopories jfue no seas anclajes nose tratan en esta norma" - 3) Segun 29 CFR 1926.500(b), irrealizable signffica, que es imposible ' levara Cabo el trabajo de construccOn usando un sistema conventional de proteccl6n contra caldas (por ejemplo, sistemas de rampas de protec- clbn, sistema de red de seguddad o sistema de protecci6n personal para detencf6n de coldas), o que es tecnol6gicamente imposible usar cualqui- era de estos,sistemaspara proporcionar.proteccOn contra cardas" (4) 29 CFR 1926.561(b)(2)(i).establece que, :hay una suposici6n de quo es realizable y que nose cream un'peligro mayoral imple►ilentar al memos uno de los sistemas'de proteccl6n contra cafdas (Iridicados). Por consigulente, el empleador tlene la responsabllfdad de establecer que es apropiado implementer un plan de proteccl6n contra cardas qque se adh►era a 1926.502(k) para una situac6n partrcular en el lugar de trabajo, en lugar, de impplementer cualquiera de esos sistemas". (5) 29 CFR 1926.503(a)(1) establece que sl programs del empleador permltirA a cede empleado poder reconocer los peligros de caldas yy ca- pacit-rA-a cada empleado an los procedimlentos a seguir para minimizar estos peligros" (6) Segun 29 CFR 1926.500(b), los sistemas convencforiales'de protec- ci6n contra caldas son: sistema de ramppas de proteccl6n,,sistema de red de seguridad o sistema de proteccl6n personal para detencf6n 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/bl1. sac WTERn This document summarizes the information provided In Section the 2013 Edition Pr of Building Component Safety Information SCSI - Guide to Good Practice for Handling, ' • i WgggTRusscBgNClI Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses. Copyright TRUSS PLATE INSTITUTE 0 2004-2015 Structural Building Components Association and Truss Plate institute. 218 North Lee Street, Ste. 312 6300 Enterprise Lane • Madison, wt 53719 All Rights Reserved. This guide or any part thereof may not be reproduced in any form Alexandria, vA22314 608-274-4849 • sbcindustry.com without the written permission of the publishers. Printed in the United States of America. 703-683-1010 • tpinst.org ISC311-8111 SUMMARY SHEET BCSI-137: 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 diflerential deflection between adjacent trusses and to reduce vibration. Strongbacking is generally attached near the bottom of vertical webs or scabs at specified intervals and iocatluiis liidicated un the Truss Design Drawing (TDD). ANSI/ TPI 1 provides the following provisions for using strongbacking: fl The Building Designer specifies if strongbacking is re- quired. fl 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. CAI 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. El Spacing between strongbacking shall not exceed 10'. C�J When specified to control vibration in floor assemblies, locate the strongbackng as stipulated on the Truss De- sign Drawing unless otherwise specified by the Building Designer. fl 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". Q Floor trusses with ceilings attached that meet span/480 live load deflection criteria do not require stronnbackina_ unless required for a specific fire -rated assembly or spec - !tied in the Construction Documents. FIGURE B7.12 R1 Attach the ends of each row of strongbacks to a wall or an- other secure end restraint. Q klany Truss Manufacturers will also'include a supplemental tag, such as the one shown above, to further assist the erection/ Installation Contractor in correctly installing strongbacking. LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT! 0 00 NOT WALK ON UNBRACED TRUSSES FIGURE B7.13 Minimum zz 61 OFF -RID GE INS TALLA TIONfit 8 311 8 SOLID 2X4 BLOCKING .TRUSSES. 1-0111 2 NJ T6-L" _ 8 21- 1 g I-vt All .4 4 OSB SHEATHING 21-6311 4 LAMANCO OFF RIDGE VENT FRAMING DETAIL OR1 APAPAP 'FAME October 25, 2012 STANDARD BOLT TO SCREW I ST-4PLY SCREW TRUSS CONNECTION DETAIL MiTek USA, Inc. Page 1 of 0 00 0 00 a . MiTek USA, Inc. 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. TOE -NAILED CONNECTIONS AT BEARING LOCATIONS 90 DEGREE ANGLOSQUARE CUT Connectiat at A O.Minedoll at C. N A 10,00, L/3 I Od (0- 131 x 3') nails f 0 rT-wrT%ve-,t A T e-{r1i1i T T—v,%, TT A 'a x Tv re\ 45 DEGREE ANGLE I SQUARE CUT l0d(0.131" xY")nails CONNECTION VALUES: - GRAVITY UPLIFT (3)IUD 320 385 (3)16D 355 462 Wind loading: Wqo wind spucd is 160 MIR 1.-LT 12 -1 AM). F -p category 0 or C. )sUfa calego, cattzgur y it 4.8 mf'top chord dead load. 4.2 iqf botforn chord dead kad. 25' toot heAght MNIT.RS gabic od zone. FBCR-l0,TP1407, ASCE 7-10 Dmion of load is 1.69 L=. t�Ull- LENOIR TNI OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REPO Al AND DAMAGED OR MISSING•CHORD SPLICE PLATES 0 00 o0 a MiTek USA, Inc. MITek USA, Inc. rage i or i TOTAL NUMBER O NAILS EACH SIDE OF BREAK' x INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1'697 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 1 2829 1 4243 1 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: L=(2)X+C mg) • 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. THS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. Job Truss Truss Type Qty Ply 1443 A BASE 1443 H4409 Hip 2 1 Job'Reference(optional) Maronda Homes, Sanford, user -1-2-0 H 1-2-0 Run: 8.5 S 0 Mar 22 2021 Print: 8.600 S Mar 22 2021 MTek Industries, Inc. Tue Sep 21 11:20:03 Page: 1 ID:CUpNtsKCbEiOSkJ1 r4OvaXypywH-1 p7DGn61G—JSwO_pUHxH9wvgSTtB9DiRgF3DKybRNR 0-14 1 4-1-2 5-6-14 5-5-2 1' 5-5-2 1 5-6-14 1 4-1-2 1 4-10-14 5x6 WB - 5x6- 3x4= 3x4= 1.5x4a 5x6- 4 �2 4 5 6 7 8 9 41 �F �.p 1 R /� � w 17 16 15 14 13 6x8- 3x4= 4x6- 4x6= 9-0-0 145-2 20-0-0 25-5 2 31-0-0 40-0-0 9-0-0 5 5 2 5 6 14 5-5 2 5 6-14 9-0-0 Scale=1:71.6 Plate Offsets (X, Y): [4:0-2-4,0-2-12], [7:0-3-0,Edge], [9:0-2-4,0-2-12], [14:0-2-12,Edge], [16:0-3-0,0-3-4] Loading (Ps' Spacing 2-0-0 CS' DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.95 15 >607 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.91 14-15 >526 180 BCLL 0.0' Rep Stress Incr NO WB 0.64 Ho(CT) -0.17 11 n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix -MS Weight 194lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2x4 SP No.2 installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size). 2=1374/0-7-10, (min. 0-1-8), 11=1374/0-7-10, (min. 0-1-8) Installation guide. Max Horiz 2=-104 (LC 11) Max Uplift 2=-1087 (LC 6), 11=-1087 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-3566/3162, 24-25=3542/3167, 3-25=3535/3171, 3-4=-3267/2816, 4-5=-4032/3532, 5-6=-4376/3751, 6-7=-4042/3547,7-8=4042/3547,8-9=-4030/3528,9-10=-3268/2817,10-26=-3535/3172,26-27=3543/3168, 11-27=3567/3163 BOT CHORD 2-17=-2884/3367, 16-17=-2444/3069, 15-16=-3271/4054, 14-15=3466/4376, 13-14=-2444/3070, 11-13=2885/3368 WEBS 3-17=-323/470, 4-17=74/368, 9-13=-75/368, 10-13=323/469, 5-16=-483/519, 4-16=-944/1176, 5-15=433/432, 6-15=-90/282, 6-14=444/443, 8-14=271/396, 9-14=940/1173 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1 B; 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) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 34-2, Exterior(2R) 3-4-2 to 14.6-14, Interior (1) 14-6-14 to 25-4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior (1) 36-7-14 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;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 1087 lb uplift atjoint 2 and 1087 lb uplift at joint 11. LCfAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 H4411 Hip 2 I 1 1.1443ABASE Job' Reference (optional) Maronda Homes, Sanford, user _L J-0-3-= Run: 8.5 S 0 Mar 22 2021 Print: 8.500 S Mar 22 2021 MITek Industries, Inc. Tue Sep 21 11:20:03 Page: 1 ID:CUpNtsKCbEiOBkJ1 r4OvaXypywH-1 p7DGn6iG_JSwO_pUHxHgwvh01SeBBaiRgF3OKybRNR -1-2-0 41-2-0 1 1 6-I 11-0-0 1 17-0-0 l 23-0-1 1_ 29-0-0 l 33-98 l 402- 1 t 6 22-8 8 4-9-8 6-0 0 6-0-0 6-0-0 4-9-9 1 6-2-8 I I 1-2-0 5x6= 3x4= 5x6= 5x6- 1-2-0 AP 4 26i 27 6?8 7 3x6- 1.5x4a 3x8= 3x4= 4x6= 1.5x4n 3x6= 4x6= 3x8= 1 6 2 8 l 11-1-12 1 20-0-0 1 28-10-4 _ 1 33-9-8 l 40-0 0 6-2-8 4-11 +1 8-10-4 8-10-4 4-11-5 6-2-8 Scale=1:71.6 Plate Offsets (X, Y): [6:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) Udefl L/d PLATES GRIP TCLL (root) 16.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.70 14 >683, 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.74 14-16 >65T 180 BCLL 0.0' Rep Stress Incr NO WB 0.68 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MS Weight: 188lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc pudins. BOT CHORD 2x4 SP No.1 D BOT CHORD Ri id ceiling directly applied or 3-10-7 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing,be REACTIONS (lb/size) 2=1374/0-7-10, (min. 0-1-8), 9=1$74/0-7-10, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Honz 2=-125 (LC 11) Installation guide. Max Uplift 2=-1074 (LC 6), 9=-1074 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-3544/3078, 24-25=-3508/3080, 3-25=3474/3087, 3-4=-3057/2726, 4-26=2893/2662, 5-26=2893/2662,. 5-27=3571/3174, 6-27=3571/3174, 6-28=-2893/2662, 7-28=-2893/2662, 7-8=3057/2726, 8-29= 3474/3088, 29-30=3509/3080, 9-30=-3545/3079 BOTCHORD 2-17=-2795/3328, 16-17=-2795/3328, 15-16=-2891/3496, 14-15=2891/3496, 13-14=-2891/3496, 12-13=2891/3496, 11-12=2795/3329, 9-11=2795/3329 WEBS 3-16=-509/523, 4-16=-480I730, 5-16=-808/7OO, 5-14=-118/314, 6A4=118/314, 6-12=8081700, 7-12=480/730, 8-12=-509/523 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) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 5-4-2, Exterior(2R) 54-2 to 16-7-14, Interior (1) 16-7-14 to 234-2, Exterior(2R) 234-2 to 34-7-14, Interior (1) 34-7-14 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;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 1074 lb uplift atjoint ,2 and 1074 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 H4413 Hip 2 1 ,lob Reference (optional) Maronda Homes, Sanford, user 19-3-M A-2-0 Run: 8.5 S 0 Mar 22 2021 Pdnt 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:03 Page: 1 ID:CUpNtsKCbEi0BkJ1 r40vaXypywH-1 p7DGn6iG_JSwO_pUHxHgwvgSISUBACIRgF3DKybRNR 6-1-2 1 7-0-0 5x8= 1.5x4o 5x8= 6-1-2 1-2-0 3x6- 1.5x4o 3x4- 3x8= 4x6- 1.5x4o 3x6- 4x6= 3x4- 6-10-14 13-1-12 20-M 26-10-4 331-2 40-0-0 6-:i -14 6-2-14 6-10- 6-1 G-4 6-2-14 6 10-14 Scale=1:71.5 Plate Offsets (X, Y): 14:0-5-4,0-2-8], [6:0-5-4.0-2-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deb I d . PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1:25 fC 0.97 Vert(LL) 0.58 13-15 >821 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.60 13-15 >795 180 BCLL 0.0' Rep Stress Incr NO WB, 0.55 Horz(CT) 1 0.16 8 n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix -MS Weight 191 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.1 D BOT CHORD 2x4 SP No.1 D *Except* B2:2x4 SP No.2 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc puriins. . BOT CHORD Ri id ceiling directly applied or 3-11-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be ;REACTIONS (lb/size) 2=1374/0-7-10, (min. 0-1-8), 8=1374/0-7-10, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Horiz 2=-145 (LC 11) Installation guide. Max Uplift 2=-1059 (LC 6), 8=-1059 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-3522/3066, 3-23=-3484/3077, 3-24=-2862/2603, 4-24=-2855/2619, 4-25=3080/2929, 5-25=-3080/2929, 5-26=3080/2929, 6-26=3080/2929, 6-27=-2855/2619, 7-27=-2862/2603,.7-28=3484/3077, 8-28=-3522/3066 BOT CHORD 2-16=-2780/3305, 15-16=2780/3305, 14-15=2187/2681, 13-14=2187/2681, 12-13=-2187/2681, 11-12=2187/2681,, 10-11=2781/3305, 8-10=-2781/3305 WEBS 3-16=0/259, 3-15=-664/639, 4-15=151/459, 4-13=-487/605, 5-13=-368/546, 6-13=-487/605, 6-11=-151/459, 7-11=-684/639, 7-10=01259 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) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior (1) 18-7-14 to 21-4-2; Extedor(2R) 21-4-2 to 32-7-14, Interior.(1) 32-7-14 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;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 when: 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 1059 lb uplift atjoint 2 and 1059 lb uplift atjoint 8. LOAD CASE(S) Standard Job Truss Truss'Type Illy Ply 1443ABASE 1443 H4415 Hip 2 1 Job Reference (optional) Maronda Homes, Sanford, user .12 Run: 8.5 S 0 Mar 22 2021 Print: 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:03 - * Page: 1 ID:CUpNtsKCbEi0BkJ1r4OvaXypywH-lp7DGn6iG JSWO_pUHxH9wvkulRrB5ciRgF3DKybRNR 1 5-0-0 1 5-0-0 1 7-0-0 54= 3x4- 5x6= '4 5• 6 3x6= 1.5x4s 5x6 W6 - 3x8- 1.5x4o 3x6- 3x8= 5x6_W13 = 15 1-12 t 24-10-4 t 32-0-0 t' 40-0-0 t. 8-0-0 7-1-12 9-8-8 7-1-12 8-0-0 1 Scale=1:71.5 Plate Offsets (X, Y): [2:0-0-6,Edge], [3:04-0,0-3-0], [7:04-0,0-3-0], [8:0-0-6,Edge] Loading (paf) Spacing 2-0-0 CSI DEL in (loc) I/deft Ud, PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.47 12-13 >999 240 MT20 2441190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.82 12-13 >582 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.87: Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix -MS Weight: 191 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.1 D `Except*T3:2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc pudins. BOT CHORD 2x4 SP No.1 D BOT CHORD Ri id ceiling directlyapplied or 3-11-4 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required. cross bracing be OTHERS 2x4 SP No.2 installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 2=1374/0-7-10, (min. 0-1-9), 8=1374/0-7-10, (min. 0-1-9) Installation guide. Max Horiz 2=-165 (LC 11) Max Uplift 2=-1042 (LC 6), 8=-1042 (LC 7) Max Grav 2=1520 (LC 2), 8=1520 (LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . TOP CHORD 2-22=3838/2985, 3-22=3813/2999, 3-23=3008/2438, 4-23=2960/2455, 4-5=2828/2416, 5-6=-2828/2416, 6-24=-2960/2455, 7-24=3008/2438, 7-25=-3813/2999, 8-25=3839/2985 BOT CHORD 2-15=-2694/3618, 14-15=2696/3607, 13-14=-2696/3607, 13-26=2183/2923, 26-27=-2183/2923, 12-27=-2183/2923, , 11-12=2696/3608, 10-11=-2696/3608, 8-10=2694/3618 WEBS 3-15=0/290, 3-13=-863/765, 4-13=-362/737, 5-13=302/349, 5-12=-302/349, 6-12=36P7737, 7-12=-863/766, 7-10=0/290 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) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 9-4-2, Extedor(2R) 9-4-2 to 30-7-14, Interior (1) 30-7-14 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;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 BCDL = IO.Opsf: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1042 lb uplift atjoint 2 and 1042 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 H4417 Hip 2 1 Job Reference (optional)1 Maronoa Homes, bantord, user LID Lb 1-2-0 N022X ST Hun: S.o b u Mar zz zuzi F'nnt 9.tuu J Mar zz zUzl MI IeK Inausines, Inc. I us bap zl ll:zu;W Page: 7 ID:CUpNtsKCbEiOBkJ1r4ovaXypywH-lp7DGn61G JSwO_pUHxH9wviVIRKBA5iRgF3DKybRNR 41-2-0 I 5111-37-4 7-0I 23 00 l 2-04-12 33-9-8 l 40-0-0 -12 540 -0 12 5-412 6-2-8 5x6= 5x8- 1-2-0 6 26 7 4x6a 3x4• 3x4a 4 �6o 5 8 y 1.5x44 P 14 P 14 1.5x4o 3 10 27 NOP2X STP _ 11 12 Lil 18 17 16 15 14 13 3x6- 3x4= 4x6= 3x8= 3x4= 4x6= 3x4= 3x6= 8-10-14 i l 17-1-12 I 22-11 4 I 31-1-2 ( 40-0-0 I 8-10-14 8-2-14 5 8 B B-2-14 B-10-14 Scale=1:71.8 Plate Offsets (X, Y): [4:0-3-0,Edge], [7:0-5-4,0-2-8], [9:0-3-0,Edge] Loading (Psf) IS 2-0-0 C$I DEFL in (loc) I/defl Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.84 Ve 1(LL) 0.51 15-16 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.58 13-15 >825 180 BCLL 0.0' Rep Stress Incr NO, WB 0.52 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FRC2020ITP12014 Matrix -MS Weight: 196 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc puriins. BOT CHORD 2x4 SP No.1 D *Except* B2:2x4 SP No.2 ' BOT CHORD Ri id ceiling directly applied or 3-10-14 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (lb/size) 2=1374/0-7-10, (min. 0-1-6), 11=1374/0-7-10, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Horiz 2=186 (LC 14) 1 Installation guide. Max Uplift 2=-1022 (LC 6), 11=1022 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-25=3513/2949, 3-25=3490/2958, 3-4=3259/2728, 4-5=-3187/2736, 5-6=2437/2243, 6-26=2285/2200, 7-26=2285/2200, 7-8=2437/2243, 8-9=-3187/2736, 9-10=3260/2728, 10-27=-3490/2958, 11-27=-3514/2949 BOT CHORD 2-18=2671/3311, 17-18=2253/2798, 16-17=2253/2798, 15-16=-1737/2284, 1415=2253/2798, 13-14=2253/2798, 11-13=2671/3311 WEBS 3-18=320/452, 5-18=202/533, 5-16=644/640, 6-16=-290/545, 7-15=290/545, 8-15=645/640, 8-13=2021534, 10-13=320/452 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) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 11-4-2, Exterior(2R) 11-4-2 to 28-4-12, Interior (1) 28-4-12 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;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. I- . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1022 lb uplift atjoint 2 and 1022 lb uplift at joint 11. ' LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A BASE 1443 H4419 Hip, 2 I 1 I 1,1443 Job Reference (optional) .: T.. C.... 7.1.1�•7n•n7 Din •1 nnaronca Homes, Danrorc, user nun. u.0 o v w.a � . ar n „„ U ,.... ..r 1 ID:CUpNtsKCbEIOBkJ1r40vaXypywH-lp7DGn6iG JSwO_pUHxH9wvhEIQ3B6liRgF3DKybRNR 6-10-8 1, 6-0-12 1 6-0-12 1 a ll 6-0-12 1 6-0-12 1 6-10-8 1 1 1-2-0+. 5x6- 5x6= 6 27 7 3x8= 3x4- 4x6- 3 n_1nx4■ 4x6■ 3x4- 3x6= 10-0-0 Scale=1:71.9 Plate Offsets (X, Y): [4:0-3-0,Edge], [9:0-3-0,Edge] 1-8-81 9-1-13 2 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 0.92 Vert(LL) 0.60 16-18 >807 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.92 .Vert(CT) -0.63 16-18 >763 180 BCLL 0.0' Rep Stress Incr NO WB 0.78 HOrz(CT) 0A5 11 n/a n/a BCDL 10.0 1 Code FRC2020/TPI2014 Matrix -MS Weight: 194lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins. BOT CHORD 2x4 SP No.1 D !Except* B2:2x4 SP No.2 BOT CHORD Ri id ceiling directly applied or 4-0-8 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing' be OTHERS 2x4 SP No.2 installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 2=1374/0-7-10, (min. 0-1-8), 11=1374/0-7-10, (min. 0-1-8) Installation guide. Max Horiz 2=-206 (LC 11) Max Uplift 2=-999 (LC 6), 11=999 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-25=3465/2832, 3.25=3440/2843, 3-4=3168/2573, 4-5=3118/2582, 5-26=2236/2003, 6-26=2230/2019, 6-27=-2086/1992, 7-27=2086/1992, 7-28=-2230/2019, 8-28=-2236/2003, 8-9=-3118/2582; 9-10=3168/2573, 10-29=3440/2843, 11-29=3465/2832 BOT CHORD 2-18=2555/3263, 17-18=2073/2679, 16-17=-2073/2679, 15-16=1483/2086, 14-15=-2073/2679, 13-14=2073/2679, 11-1.3=2555/3263 WEBS 3-18=365/508, 5-18=243/600, 5-16=769/755, 6-16=-358/524, 7-15=358/524, 8-15=769/755, 8-13=244/600, 1 D-13=365/509 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. ll; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 13-4-2, Exterior(2R) 13-4-2 to 26-7-14, Interior (1) 26-7-14 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;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 999 lb uplift at joint 2 and 999 lb uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 HGR70 Hip Girder 1 1 Job Reference (optional) Maronda Homes, Sanford, user Run: 8.5 S 0 Mar 22 2021 Print: 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:04 Page: 1 ID:edFeCO3Hx54sFpQ?8F?Anwzp815-1p7DGn6iG_JSwO_pUHxH9wvh41Pz8F4!RgF3DKybRNR 7-0-0 13-0-0 20-0-0 21-2-0 7-0-0 6-0-0 7-0-0 1-2-0 4x8= 12 13 14 15 5x6= 4 f- T2 7T 4 r; NOP2X STP 3 NOP_ STP Cl) N 1 4 0_3.1B1 B2 VAJ 8 7 16 17 6 5x6= 3x10 a 6x8- 4x6= 5x6= II I 7-1-12 12-10-4 L 20-0-0 7-1-12 5-8-8 7-1-12 Scale = 1:39.8 Plate Offsets (X, Y): [1:0-4-14,0-0-2], [2:0-5-4,0-2-4], [4:0-3-6,0-0-3], [6:0-3-8,0-3-12] Loading (psf) Spacing 2-0-0 CS' .. , DEFL in (loc) I/deft L/d PLATES GRIP TCLL (roof) 16.0 ' Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.38 6-8 >640 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC • 0.99 Vert(CT) -0.34 6-8 >704 180 BCLL 0.0' Rep Stress Incr NO WB 0.20 Horz(CT) -0.08 4 n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix -MS Weight: 941b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 `Except* T2:2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.1D *Except* B2:2x6 SP No.2 BOT CHORD Ri id ceilina directly applied or4-2-10 cc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (lb/size) 1=1331/0-7-10, (min. 0-1-8), 4=1388/0-7-10, (min. 0-1-10) installed during truss erection, in accordance with Stabilizer Max Horiz 1=-95 (LC 1.3) Installation guide. Max Uplift 1=-1054 (LC 4), 4=1159 (LC 5) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3693/2939, 2-13=-3510/2855, 13-14=-3510/2855, 14-15=-3510/2855, 3-15=-3510/2855, 3-4=-3683/2912 BOT CHORD 1-8=-2719/3464, 7-8=2755/3519, 7-16=-2755/3519, 16-17=-2755/3519, 6-17=2755/3519, 4-6=2624/3455 WEBS 2-8=-571/896, 3-6=-548/890 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; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) AII 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 1054 lb uplift atjoint 1 and 1159 lb uplift atjoint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 126 lb up at 7-0-0, 18 lb down and 41 lb up at 9-0-12, and •18 lb down and 41 lb up at 10-11-4, and 72 lb down and 126 lb up at 13-0-0 on top chord, and 475 lb down and 401 lb up at 7-0-0, 173 lb down and 138 lb up at 9-0-12, and 173 lb down and 138 lb up at 10-11-4, and 475 lb down and 401 lb up at 12-11-4 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: 1-2=-46, 2-3=-46, 3-5=46, 1-4= 20 Concentrated Loads (lb) Vert: 2=24, 3=24, 8=475, 6=475, 16=-173, 17=173 Job Truss Truss Type Oty Ply 1443 A BASE 1443 HGR71 Roof Special Girder 1 1 Job Reference (optional) Maronda Homes, Sanford, user Run: 8.5 S 0 Mar 22 2021 Print: 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:04 Page: 1 ID:edFeCO3Hx54sFp0?8F?Anwzp815-1 p7DGn6iG_JSwO.pUHxH9wvmEIUIB9NiRgF3DKybRNR 1 1 7-0-0 1 3-11-1 1 3-11-1 1 2-9-14 1 2-9-14 1 3-3-1 1 3-3-1 1 2-0-0 1 2-0-0 1 3-10-2 1 5-1-14 1-2 I 1-2-0 5x8= 5x6= 6x8= 6x8= 4x8= 4x6- 4X6o 4x8- 4x8= 30-10-4 ( 7-1-12 I 14-10-2 1 17-8-0 1 20-5-14 1 26-104 129-1-121 1 40-0-0 i 7-1-12 7-8-6 2-9-14 2-9-14 t3-4-6 2-3-8 1-8-8 9-1-12 Scale=1:72.8 Plate Offsets (X, Y): [11:0-54,0-2-8], [22:0-4-0,0-4-8], [23:0-3-8,0-4-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.26 TC 0.60 Vert(LL) 0.17 22-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.17 22-23 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix -MS Weight: 225 Ito FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Ri id ceilina directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 0-7-10. except 22=5-11-4, 20=5-11-4 installed during truss erection, in accordance with Stabilizer (lb) - Max Hodz 2=-104.(LC 9) Installation guide. Max Uplift All uplift 100 (lb) or less atjoint(s) except 2=-647 (LC 4), 14=486 (LC 24), 20=886 (LC 23), 22=1403 (LC 8) Max Grav All reactions 250 (Ib) or less at joint(s) except 2=736 (LC 19). 14=683 (LC 1). 20=811 (LC 1), 22=1707 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1655/1303, 3-28=-1546/1298, 4-28=1546/1298, 4-29=-856/1115, 5-29=856/1115, 5-30=-856/1115, 6-30=856/1115, 6-7=596/968, 7-8=-596/968, 8-9= 596/968, 9-10=-555/419, 10-11=-645/504, 11-12=748/552, 12-13=818/542, 13-14=1137/884 BOT CHORD 2-23=-1206/1529, 23-31=360/397, 31-32=360/397, 32-33=-360/397, 22-33=-360/397, 21-22=98V784, 20-21=981N4, 17-18=326/576, 16-17=337/591, 14-16=729/1071 WEBS 3-23=117/361, 10-18=-335/323, 11-16=139/357, 13-16=351/462, 4-22=1733/1506, 4-23=-996/1350, 9-20=1085/803, 9-18=420/788, 6-22=-355/353, 6-20=210/453 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; 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 647 lb uplift at joint 2, 486 lb uplift at joint 14, 1403 lb uplift at joint 22 and 885 lb uplift at joint 20. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 126 lb up at 770-0. 29 lb down and 42 lb up at 9-0-12, 29 lb down and 42 lb up at 11-0-12, 29 lb down and 42 lb up at 13-0-12, 29 lb down and 42 lb up at 15-0-12, and 15 Ito down and 7 lb up at 17-0-12, and 15 lb down and 7 lb up at 18-11-4 on top chord, and 475 lb down and 401 lb up at 7-0-0, 173 lb down and 138 lb up at 9-0-12, and 173 lb down and 138 lb up at 11-0-12, and 173 Ito down and 138 lb up at 13-D-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 (Ib/ft) Vert 1-3=46, 3-10=46, 10-11=46, 11-12=46, 12-15=-46, 2-14=20 Concentrated Loads (lb) Vert: 3=24, 23=475, 31=173, 32=173, 33=173 Job Truss Truss Type Oty Ply 1443 A BASE 1443 HGR4407 Hip Girder 1 3 Job Reference (optional) Maronda Homes, Sanford, user Run: 8.5 S 0 Mar 22 2021 Pdnt 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:04 Page: 1 ID:CUpNIsKCbFJOBkJ1r40vaXypywH-lp7DGn6iG JSwO_pUHxHgwvld(PHBEgiRgF3DKybRNR -1-2-0 41-2-0 4-2 6 7-0-0 13-5 2 20-0-0 26-6-14 33-0-0 35-9-10 40-0-0 4 2 6 2-9 10 6-5-2 6-6-14 6-6 14 6-5-2 2-9-10 4-2-6 1-2-0 4x6= 1-2-0 4P 5x8.= 3x4= 3x4= 3x4= 5x8= 7x6= 10x10= V� VV vv 5x8= 4x6- yV VV 4x6= 5x8='- - 10x10= 4x6= V0-4 15-7-7 24-4-9 33-1-12 40-0-0 0-4 8-9-3 8-9-38-93 6-10-4 Scale=1:71.6 Plate Offsets (X, Y): [4:0-4-0,0-2-3], [7:0-3-0,Edge], [9:0-4-0,0-2-3], [11:Edge,0-0-0] 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 0.76 Vert(LL) 1.18 15-16 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.07 15-16 >447 180 BCLL 0.0' Rep Stress Incr NO WB 0.28 Horz(CT) -0.18 11 n/a n/a I BCDL 10.0 Code FRC2020/TP12014 Matrix -MS Weight: 645 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. REACTIONS (lb/size) 2=2914/0-7-10, (min. 0-1-8), 11=2914/0-7-10, (min. 0-1-8) Max Horiz 2=-84 (LC 9) Max Uplift 2=-2372 (LC 4), 11=-2372 (LC 5) FORCES (lb) - Max. Comp./Max. Ten. -Ad[ forces 250 (lb) or less except when shown. TOP CHORD 2-3=8670/6908, 34=8645/6844, 4-23=-8046/6429, 23-24=-8046/6429, 24-25=8046/6429, 5-25=-8046/6429, 5-26=-13147/10368, 26-27=13147/10368, 27-28=13147/10368, 6-28=13147/10368, 6-7=13147/10366, 7-29=13147/10366, 29-30=13147/10366, 8-30=-13147/10366, 8-31=-8046/6428, 31-32=8046/6428, 32-33=8046/6428, 9-33=-8046/6428,9-10=8646/6843,10-11=-8671/6907 BOT CHORD 2-18=-050418182, 18-34=-9561/12085, 34-35=-9561/12085, 35-36=-9561/12085, 17-36=9561/12085, 17-37=9561/12085, 16-37=9561/12085, 16-38=-10621/13443, 38-39=-10621/13443, 39-40=-10621/13443, 40-41 =1 0621/13443, 15-41 =1 0621/13443, 15-42=9506/12085, 1442=9506/12085, 14-43=9506/12085, 43-44=9506/12085, 44-45=-9506/12085, 13-45=-9506/12085, 11-13=6429/8183 WEBS 4-18=1796/2432, 9-13=1796/2433, 3-18=-79/342, 10-13=79/342, 5-18=-4320/3512, 5-16=-1043/1554, 6-16=361/521, 6-15=-361/521, 8-15=-1043/1553, 8-13=-4320/3511 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. 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 4-18 2x4 - 1 row at 0-5-0 oc, Except member 9-13 2x4 -1 row at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) 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 II; Exp C; Enclosed; MWFRS (envelope) exterior zone; 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 2372 lb uplift atjoint 2 and 2372 lb uplift atjoint 11. CCrdko,od on papa 2 Job Truss Truss Type City Ply 1443 HGR4407 Hip Girder 1 I 3 I 11443ABASE Job Reference (optional) Maronda Homes, Sanford, user Run: 8.5 S 0 Mar 22 2021 Pnnt u.buu 5 Mar 22 2U21 Mi IeK inauSrnes, inc. i ue Sep n n:20;04 I reyn: 2 I D:CUpNts KCbEiOBkJ 1 r40vaXypywH-1 p7DGn6iG_JSwO_pUHxHgwvkllPHBEgiRgF3DKybRNR 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 126 lb up at 7-0-0, 18 lb down and 42 lb up at 9-0-12, 18 lb down and 42 lb up at 11-0-12, 18 lb down and 42 lb up at 13-0-12, 18 lb down and 42 lb up at 15-0-12, 18 lb down and 42 lb up at 17-0-12, 18 lb down and 41 lb up at 19-0-12, 18 lb down and 41 lb up at 20-11-4, 18 lb down and 42 lb up at 22-11-4, 18 lb down and 42 lb up at 24-11-4, 18 lb down and 42 lb up at 26-11-4, 18 lb down and 42 lb up at 28-11-4, and 18 lb down and 42 lb up at 30-11-4, and 72 lb down and 126 lb up at 33-0-0 on top chord, and 475 lb down and 401 lb up at 7-0-0, 173 lb down and 138 lb up at 9-0-12, 173 lb down and 138 lb up at 11-0-12. 173 lb down and 138 lb up at 13-0-12, 173 lb down and 138 lb up at 15-0-12, 173 lb down and 138 lb up at 17-0-12, 173 lb down and 138 lb up at 19-0-12, 173 lb down and 138 lb up at 20-11-4, 173 lb down and 138 lb up at 22-11-4. 173 lb down and 138 lb up at 24-11-4, 173 lb down and 138 lb up at 26-11-4. 173 lb down and 138 lb up at 28-11-4, and 173 lb down and 138 lb up at 30-11-4, and 475 lb down and 401 lb up at 32-11-4 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 14=46, 4-9=-46, 9-12=46, 2-11=20 Concentrated Loads (lb) " Vert 4=24, 9=24, 18=-475, 13=-475, 34=-173, 35=173, 36=-173, 37=173, 38=-173, 39=173, 40=173, 41=173, 42=173, 43=173, 44=173, 45=173 Job Truss Truss Type Qty Ply 1443 A BASE 1443 J14 Jack -Open 10 1 Job Reference (optional) Maronda Homes, Sanford, user Run: 8.5 S 0 Mar 22 2021 Print 8.500 S Mar 22 2021 MITek Industries, Inc. Tue Sep 21 11:20:04 Page: 1 ID:CUpNtsKCbEIOBkJ1 r4OvaXypywH-VOhbT76K1 HRJYAZ71?S Wi8S2tg_NwlSrgttdlmybRNQ -1-2-0 1-0-0 1-2-0 1-0-0 12 4 r NOP2X STP 3 2 B 1_ 6 0-3-15 1 6 4 6 6 2x4 . 1-0-0 Scale=1:16.5 Plate Offsets (X, Y): [2:0-0-6,Edge] Loading (psfj Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 ` Rep Stress [nor NO WB 1 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 SP No.Z BOT CHORD 2x4 SP No.2 REACTIONS (lb/size) ' 2=118/0-7-10, (min. 0-1-8), 3=6/ Mechanical, (min. 0-1-8), 4=5/ Mechanical, (min. 0-1-8) Max Horiz 2=60 (LC 6). Max Uplift 2=-186 (LC 6), 3=3 (LC 10), 4=5 (LC 1) Max Grav 2=118 (LC 1), 3=9 (LC 3), 4=30 (LC 6) FORCES (Ib) - 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 purlins. BOT CHORD Ri id ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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 Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 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 3 lb uplift at joint 3, 186 lb uplift at joint 2 and 5 lb uplift at joint 4. , LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 J34 Jack -Open 9 I 1 i Job Reference (optional) Maronda Homes, Sanford, user Run: 8.5 S 0 Mar 22 2021 Pdnt: 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:04 Page: 1 ID:CUpNtsKCbEi0BkJ1r4OvaXypywH-VOhbT76K1HRJYAZ71?SWiBS2tgzzwlSrgK dlmybRNQ -1-2-0 3-0-0 1-2-0 3-0-0 0-3-15 J. 2x4 - 12 4 r- 3-0-0 Scale =1:16 Plate Offsets (X, Y): [2:0-2-14,0-0-10] Loading (psf) IS 2-0-0 CSI DEFL in (loc) I/deli Ud PLATES • GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.16 V it(LL) 0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 • Vert(CT) -0.01 4-7 >999 .180 BCLL 0.0 • Rep Stress Incr NO 1 WB 0.00 HOrz(CT) n/a - n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS (Ib/size) 2=16110-7-10, (min: 0-1-8), 3=53/ Mechanical, (min. 0-1-8), 4=33/ Mechanical, (min. 0-1-8) Max Horiz. 2=106 (LC 6) Max Uplift 2=-164 (LC 6), 3=70 (LC 10). 4=3 (LC 10) Max Grav 2=161 (LC 1). 3=53 (LC 1), 4=49 (LC 3) BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Ri id calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -All forces 260 (lb) or less except when 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) All plates are MT20 plates unless otherwise indicated. 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 70 lb uplift atjoint 3, 184 lb uplift atjoint 2 and 3 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 J34S Jack -Open 1 1 Job Reference (optional) Maronda Homes, Sanford, user 0-3-1� Run: 8.5 S 0 Mar 22 2021 Print 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:04 Page: 1 ID:yn_zmFtcwe7ewHVBdLJID4yLxWu-VOhbT76K1HRJYAZ?1?SWi8S2L9yKwISrgK dlmybRNQ 2x4 - 3-0-0 12 4 I- 3-0-0 Scale=1:14.8 Plate Offsets (X, Y): [1:0-2-14,0-0-10] Loading (psf) Spacing 2-0-0 CS' DEFL in (lc) 1/defl L/d PLATES GRIP TCLL (roof) 16.0• Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC' 0.15 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horz(CT) n/a - n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix -MP Weight 9 lb 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 Ri id ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=97/0-7-10, (min. 0-1-8), 2=59/ Mechanical, (min. 0-1-8), MiTek recommends that Stabilizers and required cross bracing be 3=38/ Mechanical, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Horiz 1=69 (LC 6) Installation guide. Max Uplift 1=-62 (LC 6), 2=-76 (LC 6), 3=10 (LC 6) Max Grav 1=97 (LC 1), 2=59 (LC 1), 3=51 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when 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 Exte(or(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 62 lb uplift at joint 1, 76 lb uplift at joint 2 and 10 lb uplift atjoint,3. LOAD CASE(S) Standard Job I Truss Truss Type Qty Ply 1443 A BASE 1443 J54 I Jack -Open 9 1 Job Reference (optional) AA AA•7n•!1A Donc•'1 Maronda Homes, Sanford, user Run: 8.5 a u mar u zun Print, o.aw o mm «-1 1.1 �� ,,,�u�,,,a�, ,,, . , o o, . , , ,.� .-, -• ID:CUpNtsKCbEi0BkJ1r40vaXypywH-VOhbT76K1HRJYAZ?1?SWiBSzL9ubwlSrgK dlmybRNQ -1-2-0 5-0-0 1-2-0 5-0-0 v N 0-3-1 s � 2x4 - 12 4 r 5-0-0 Scale=1:18.3 Plate Offsets (X, Y): [2:0-0-6,Edge] 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 OA5 Vert(LL) 0.05 4-7 >999 240 MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 ,Vert(CT) -0.06 4-7 >956 180 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MP Weight: 17lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 .BOT CHORD 2x4 SP No.2 REACTIONS (lb/size) 2=223/0-7-10, (min. 0-1-8), 3=98/ Mechanical, (min. 0-1-8), 4=59/ Mechanical, (min. 0-1-8) Max Horiz 2=153 (LC 6) . Max Uplift 2=-218 (LC 6). 3=133 (LC 10), 4=4 (LC 10) Max Grav 2=223 (LC 1), 3=98 (LC 1), 4=87 (LC 3) BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Ri id ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pal 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 133 lb uplift at joint 3, 218 lb uplift atjoint 2 and 4 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type City Ply 1443 J54S Jack -Open 1 I 1 I 11443ABASE Job Reference (optional) Maronda Homes, Sanford, user 0-3-1� 3x4 = Scale= 1:16.6 Plate Offsets (X, Y): [1:0-2-14,0-0-2] Run: 8.5 S 0 Mar 222021 Print 8.500 S Mar 222021 MTek Industries, Inc. Tue Sep 21 11:20:04 rage: 1 ID:reKBtslmzmCQZL?1gScdBGyLxVm-VOhbT76K1HRJYAZ?1?SW8SzigtLwlSrgK dlmybRNQ 5_0-0 1 12 4 I- 5-0-0 -y- Loading (psf) Spacing 2-0 0 CSI DEFL in (lo-) I/defl Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.07 3-6 >898 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.06 3 6 >9 180 BCLL 0.0' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 /a n/a• n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MP Weight:15lb FT=20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS (lb/size) 1=163/0-7-10, (min. 0-1-8); 2=101/ Mechanical, (min. 0-1-8), 3=62/ Mechanical, (min. 0-1-8) Max Horiz 1=117 (LC 6) Max Uplift 1=-105 (LC 6), 2=136 (LC 6), 3=8 (LC 6) Max Grav 1=163 (LC 1), 2=101 (LC 1), 3=88 (LC 3) BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Ri id ceilinq directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when 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) Ali plates are MT20 plates unless otherwise indicated. 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 105 lb uplift at joint 1, 136 lb uplift at joint 2 and 8 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss'Type City Ply 1443 A BASE 1443 J74 Jack -Open 23 1 Job Reference (optional) Maronda Homes, Sanford, user 1-2-0 0-3- Scale =1:23 Plate Offsets (X, Y): (2:0-1-6,Edge] 3x4 = Run: 8.5 S 0 Mar 22 2021 Print: 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:04 Page: I. ID:CUpNtsKCbEIOBkJ1r40vaXypywH-VOhbT76K1HRJYAZ?1?SWi6SzL9tfwklrgK dlmybRNQ 45-1 _ 2-6-15 3x4 - 7-0-0 6-9-16 6-9-15 0-2-1 V N Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defi ., Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.45 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 >613 180 I BCLL 0.0' Rep Stress Incr . NO WB 0.11 Horz(CT) 0.00 5 n/a n/a. BCDL 10.0 Code FRC2020/TP12014 Matd) Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS (lb/size) 2=289/0-7-10, (min. 0-1-8), 4=30/ Mechanical, (min. 0-1-8), 5=1931 Mechanical, (min. 0-1-8) Max Hor"iz 2=201 (LC 6) Max Uplift 2=-258 (LC 6), 4=72 (LC 6), 5=-123 (LC 10) Max Grav 2=289 (LC 1), 4=30 (LC 1), 5=197 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=299/380, 9-10=296/381, 3-10=-292/386 BOT CHORD 2-5=561/366 WEBS 3-5=-412/632 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Ri id ceilin di dy applied or 7-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer' Installation guide. NOTES 1) Wind: ASCE 7-16; Vult=16omph (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) -1-2-0 to 1-10-0, Interior (1) 1-10-0 to 2-8-5, Exterior(2R) 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) All plates are MT20 plates unless otherwise indicated. 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 72 lb uplift at joint 4, 258 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A BASE 1443 J74P Jack -Open 2 1 1-1443 Job Reference (optional) Maronda Homes, Sanford, user 1-2-0 0-3- Scale =1:23 Plate Offsets (X, Y): [2:0-1-10,Edge], [S:Edge,0-3-0] 3x4 - Run: 8.5 S 0 Mar 22 2021 Pnnt: 8.500 6 Mar 22 202i Mi ieK mausmes, inc. i ue Sep zi n:20v4 Fd9u; i ID:CUpNtsKCbEIOBkJ1r4OvaXypywH-VOhbT76K1HRJYAZ?17SWi8SyTgu7wYrgK dlmybRNQ 4-9-1 2-2-15 1.5x4 n US = 7-0-0 4-9-1 6-9-11 4-9-1 2-0-10 0-2-5 Loading (psf) Spacing 2-0 0 C$I DEFL in (loc) Udeg L/d PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1'.25 TC 0.57 Vert(LL) 0.08 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25. BC 0.42 Vert(CT) 0.07 6-9 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.25 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MP Weight 29 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP N0.2 REACTIONS (lb/size) 2=289/0-7-10, (min. 0-1-8), 4=19/ Mechanical, (min. 0-1-8), 5=205/ Mechanical, (min. 0-1-8) Max Horiz 2=201 (LC 6) Max Uplift 2=-377 (LC 6), 4=31 (LC 6), 5=-279 (LC 6) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-312/980, 10-11=-295/981, 3-11=291/987 BOT CHORD 2-13=1137/280, 13-14=1137/280, 6-14=-1137/280, 5-0=1137/280 WEBS 3-6=608/170, 3-5=-345/1400 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rioid ceiling directly applied or 4-10-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be I installed during truss erection, in accordance with Stabilizer Installation guide. 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) -1-2-0 to 1-10-0, Interior (1) 1-10-0 to 2-8-5, Extedor(2R) 2-8-5 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 31 lb uplift at joint 4, 377 lb uplift at joint 2 and 279 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 JGR74 Jack -Open Girder 5 1 Job Reference (optional) f Maronda Homes, Sanford, user -1-7-12 1-7-13 .KUn: moo u mar zz zuz I rnin.c.— o min LL— I rvll]UK 11W-11—, I1-.UU. Vc . ray.. ID:CUpNtsKCbEIOBkJ1r4OvaxypywH-VOhbT76K1HRJYAZ?1?SWiBS_H9uQwhxrgK dlmybRNQ 5-9-9 3-11-12 a 3x4 = 1.5x4 u 3x4 - 1 5-9-9 I 3-8-11 0-3-1 Scale=1:26.2 Loading (psf) _Spacing 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP' TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 6-9 >999 240' MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.07 6-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MS Weigfit:40lb 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 Ri id ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (lb/size) 2=453/0-10-7, (min. 0-1-8), 4=82/ Mechanical, (min. 0-1-8), installed during truss erection, in accordance with Stabilizer - 5=337/ Mechanical, (min. 0-1-6) Installation guide. Max Hodz 2=193 (LC 22) Max Uplift 2=444 (LC 4), 4=98 (LC 10), 5=253-(LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less exceptwhen shown. TOP CHORD 2-10=-877/664, 10-11=-877/668, 3-11=836/673 BOT CHORD 2-14=755/840, 14-15=-755/840, 6-15=-755/840, 6-16=-755/840, 5-16=755/840 WEBS 3-5=890/801, 3-6=-32/271 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; 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 girders) for truss to truss connections. 6) Refer to girders) for truss'to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 4, 444 lb uplift at joint 2 and 253 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)109 lb down at 1-6-1, and 74 lb down and 85 lb up at 4-2-15, and 124 lb down and 204 lb up at 7-0-14 on top chord, and 34lb down and 7 lb up at 1-6-1, and 18 lb down and 45 Ib up at 4-2-15, and 64 lb down and 47 lb up at 7-0-14 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 (Ib/ft) Vert 14=46, 5-7=-20 Concentrated Loads (lb) Vert: 11=3, 12�69, 15=18, 16=64 P. Job Truss Truss Type Qty Ply 1443 A BASE 1443 T44 Common 3 1 Job Reference (optional) Maronda Homes, Sanford, user LO r• � Run: 8.5 S 0 Mar 22 2021 Print 8.500 S Mar 22 2021 MiTek Industries, Inc. Tue Sep 21 11:20:05 Page: 1 ID:CUpNtsKCbEi0BkJ1r40vaXypywH-VohbT76K1HRJYAZ?7?SWOSs89miwX4rgK dlmybRNQ 6-9-6 1 6-0-2 1 7-2-8 5x6= 6 3x6- 3x4- 4x6- 3x8- 4x6m 3x4- 3x6- l 10-4-14 I 20-0-0 l 29-7-2 l 40-0-0 l 10-4-14 9-7-2 9-7-2 10-4-14 1 Scale=1:71.9 Plate Offsets (X, Y): [10:Edge,0-0-0]' Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 16.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.48 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.58 16-19 >822 180 BCLL 0.0' Rep Stress Incr NO WB 0'92 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix -MS Weight 186 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD 2x4 SP No. 1D BOT CHORD Ri id ceiling directly applied or4-1-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (lb/size) 2=1374/0-7-10, (min. 0-1-8), 1 0=1 374/0-7-10, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Horiz 2=216 (LC 10) Installation guide. Max Uplift 2=-987 (LC 6), 10=-987 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-23=-3434/2674, 3-23=3408/2685, 3-4=3134/2410, 4-5=3053/2425, 5-24=-2163/1827, 6-24=2111/1838, 6-25=-2111/1838,7-25=-2163/1827,7-8=-3053/2424,8-9=-3134/2410,9-26=3407/2685,10-26=-3434/2674 BOT CHORD 2-16=-2401/3233, 15-16=-1916/2657, 14-15=-1916/2657, 13-14=1916/2657, 12-13=-1916/2657, 10-12=-2401/3232 WEBS 6-14=-690/1040, 7-14=-793/778, 7-12=-229/602, 9-12=372/515, 5-14=793f778, 5-16=228/602, 3-16=-372/515 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) -1-2-0 to 2-10-0, Interior (1) 2-10-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior (1) 24-0-0 to 37-2-0, Exterior(2E) 37-2-0 to 41-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) AII plates are MT20 plates unless otherwise indicated. 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 987 lb uplift at joint 2 and 987,lb uplift at joint 10. LOAb CASE(S) Standard Job Truss Truss Type Qty Ply 1443 A BASE 1443 Vol Valley � 1 1 Job Reference (optional) maranda Homes, Santora, user a 0-01F—�- Pun: mo A u mar a zuz i rnnL MOUu J Nlar LL NL'1 MI IUK InuUbUltlb, H1U. I UU OUP L 1 1 GGU.— r U.. . ID:edFeCO3Hx54sFpQ78F7Anwzp815-VOhbT76K1HRJYAZ714SWi8S4v9 XwlSrgK dlmybRNQ 12 4 r 1-9-14 + NO 2 1 3 2x4 0 Scale=1:12.5 1-9-14 Loading (psf) .Spacing 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL (roof) 16:0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - n/a 999 MT20.. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0' Rep Stress Incr YES WB 0.00 Hodz(TL) n/a - n/a n/a BCDL 10.0 Code FRC2020/TP12014 Matrix-P Weight: 4 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Ri id ceilin di ctly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=31/1-9-14, (min. 0-1-8), 2=22/1-9-14, (min. 0-1-8), MiTek recommends that Stabilizers and required cross bracing be 3=9/1-9-14, (min. 0-1-8) installed during truss erection, in accordance with Stabilizer Max Horiz 1=23 (LC 8) Installation guide. Max Uplift 1=-20 (LC 8), 2=-34 (LC 8) Max Grav 1=31 (LC 1). 2=22 (LC 1), 3=19 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 34 lb uplift at joint 2. LOAD CASE(S) Standard w Job Truss Truss Type Qty Ply 1443 A BASE 1443 V02 Valley 1 1 Job Reference (optional) v v Maronaa Homes, Santora, user 1- 9 Scale = 1:15.5 0-04 Run: O.a O u 1111di LL Luc 1 r'11111. 0— O Midi LL LUL l uo —p a i ' .-- I au- ID:edFeCO3Hx54sFpQ?8F?Anwzp815-VOhbT76K1HRJYAZ?1?SWi8SOJ9zGwISrgi dlmybRNQ 3-9-14 19 2 2x4 0 3-9-14 1.5x4 a 1.5x4 a 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 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 ` Rep Stress Incr 1 YES WB 0.00 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FRC2020/TP12014 I Matrix-P Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS (lb/size) 1=9213-9-14, (min. 0-1-8), 3=92/3-9-14, (min. 0-1-8) Max Horiz 1=67 (LC 8) Max Uplift 1=-59 (LC 8). 3=82 (LC 8) BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals. BOT CHORD Ri id ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. 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) Gable requires continuous bottom chord bearing. 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 59 lb uplift atjoint 1 and 82 lb uplift atjoint 3, LOAD CASE(S) Standard • Job Truss Truss Type Qty ;Ply 1443 V03 Valley 1 I 11443ABASE it Job Rdference (optional) a+ Maronda Homes, Samoro, user Kun: OA J V IVIBf LG LUL+ rO+IL O.WW J 1WU1 LL —1 IVI+I GR ++NUMI IOi, 'I— I Y 00p — 1 +.4-1 ray.. , ID:edFeCO3Hx54sFpQ78F7Anwzp8l5-VOhbT76K1HRJYAZ717SWiBSuigwlwlSrgi dlmybRNQ 5-9-14 i 1.5x4 a rn 3 2x4 o 1.5x4 u Scale=1:17.3 5-9-14 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 0.81 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horiz(TL) n/a - n/a n/a BCDL 10.0 Code FRC2020/TPI2014 Matrix-P Weight: 18 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Ri id ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=158/5-9-14, (min. 0-1-8), 3=158/5-9-14, (min. 0-1-8) MiTek recommends that Stabilizers and required cross bracing be Max Horiz 1=114 (LC 8) installed during truss erection, in accordance with Stabilizer I Max Uplift 1=-102 (LC 8), 3=140 (LC 8) Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=163/362 NOTES 1) 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) 0-11-5 to 4-11-5, Interior (1) 4-11-5 to 5-8-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 102 lb uplift at joint 1 and 140 lb uplift at joint 3. LOAD CASE(S) Standard a V