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HomeMy WebLinkAboutTrusscV ' FI N FI FLAT GLG FLAT CLO 71 , — RECEIVED AUG 1°5 2019 ST. Lucie County, Permitting' S OP DRAWING / SUBMITTAL REVIEW APPROVED QAPPROVEDAS NOTED EVISf AND RESUBMITREJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND Ly GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONL THE CCONFIRMING A D CORRELA CONTRACTOR DIMENSIONS AT JOBS FOR FORT LERANCE, CLEARANCE; QUANTITIES, FABRICATION FIR S NO. TECHNIQUES OF DNS CTION, COO HIS WORK WIThJ�OT R T DES AND FUL WITH CONTRAC#p S By: Date: r7 Architectonic c. Fort Pierce, FL 34950 APPROVED FOR TRUSS LAYOUT ONLY ' Ot i,1 U U l t 1 ry�gr,` MES T. i yam"• .��G ,S`�.. /�� 0 50 Ato AUG 14 2019 NOTICE] - Field Bracing is not the respon5ibil;tu of the truss fabricator, truss designer, nor plate manufactuear. Persons erecting trusses are cautioned to Beck profe55ianol advice regarding erection bracing Nhich is always re�uired to prevent toppling and dominoinq during erection, and permanent bracing which may be r6quired in specific applications. Trusses shall be erected and *auteneo'in a straight and plumb position. When no sheathing, is applied directly to the top chords, they shod sae broced,at 24" o.c. max. Where no rigid ceiling is appiied directly',to the bottom chords, they shall be braced ot`6-0° d.c. max. Trusses shall be handled with rea5cnable care', during erection to prevent excessive darrage or personal injury. See Engineering for connections, nafling sahodyles, etc. NOTE: Labeling trusses is a service, rct o requirement` Engineered drawings supercede iabeiino'ot trusses, It is the responsibility of the builder to utilize cngireered drawings when erecting trusses. Girder truss to girder truss connection5 which exceed the capacity of a standardhanger Ior truss to 'wail connections are the responsibility of the builder. GENERAL NOTES J - - 1; TRUSSES SPACED 24" ON CENTER, VO.N.'' I 2, ALL WALL, BEAM 4 COLUMN MOUNTED TRU55 HANGERS BY BUILDER 3, 50ME DOWN FRAMING BY BUILDEr, 4, 50ME VALLEY FRAMING 5 i3Ul!�DEra. 5, BOT,= BOTTOM OF TRU55 FROM LL EV. 01-0" NOTICE: PLEASE CONTACT F.0,.'r . PRIOR To ANY ALTERATION Of TRU >SEa PROV!DiED 5Y U5. F.Q.T. WILL NOT BE REIEPONSIBLE FOR AN`r TRUSS CUT OR ALTERLaD WI T MOUT PRIOR 'WRITTEN AUTHORIZATION DESIGN CRITERIA: A5CE 7/lo VIINL) 5F'EET'�: "0 MPH 5UILDINC TYPE: ENCLOSED IEXPC`51iRE C RI5K CATEGORY: 11 ROOF LOADS FLOOR LoADc, TOLL: Tr, L.L: _� TCDL: TC i�>L..: 2O BOLL: i5c LL: - — — E30DL: BC.DL: --- _ m-- TOTAL: TO71 AL J t wnsLe ; INCREASE DEFLECTION DEf LECT!ON I FLOR__ I UALITY 'T. US TEL: (954) 9 73--3,38-4 FAX: (954) 9 78---8980 3635 PARK CENTRAL KVD I POMPANO, BEAC11-1, :33064 � 0P DRAWING o`- F'PP,E❑ THIS DRAWING IS THE S,'WLE_ SE] UF CE FOR FABRICATI❑N OF TRUSS 1, AND VOIDS ALL PREVI❑US ARCHITECTURAL 1E� OTHER!: LAYOUTS, APPROVAL OF THIS LAYDUT IS NECESSARJY BEFORE ANY WORK CAN RE DXINIF F'CE ASE I' VERIFY AND/OR INDICATE BUSS PLACEMENT, DIRECTI❑NS, DIMENSI❑NS, 13i ' Q'N'C_" CONDITIONSl PITCHES, SHAPES, OVERHAINGS, CH' CUPOLALOADS AND C❑NNE U T T1=INS, SHALL BE SUPPLIED BY A/E OF RECIJEh 1 t Approved Byl Cr6p �,atel I I REV' REV; - REV" GU5TOMER: MUNNA CONTRA 11NO DATE7/26/14 SCALE, 1/4" =11- by TTM - SUB DIV: - SAS CS; _ ADDRESS; COUNTY, LOT/BLOCK MODEL ALEX BUSSE` _ 1 `r Iy { _ ELEVATION, - Florida Quality Truss Main Office:772-545-3950 Alt.Ph: - Fax:772-545-3690 Customer Information: Name: Contact MUNNA CONTRACTING Fill in later F Address: City, State, Zip: S_ So maw Notes: Loading: TC BC Fill In later LL 0 0 Designer: DL 0 0 TRISTEN MARTIN )rninnf Infnrm�finn Engineering -List Job #: 19HS199 Date: 7/26/2019 Name: ALEX BUSSEY FLOOR TRUSSES Address: I Region: City, State, Zip: Engineering List Seq. Qty Span Description Truss Slope I OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 1 38 20-00-00 F1 0.00 0.00 00-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x3 / 2x3 00-00-00 00-00-00 00-00-00 Trusses: 38.00 RECEIVED AUG 15 2019 ST. Lucie county, Permitting PPROVED AS NOTED V � DRA�1 ING � Sl BMITT L REvll-'tiv ROVEDED ❑REVISE AND RESUBMIT ❑ REJECTED_ SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITY AND GEFOR RESPONSIBLE NERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY CONFIRM TE E ANDNCORRELATING DIMENNTJSIONS TRACTOR ISAT JOBSIION CONS RUCTION, FOR 'TOLERANCE, AND LTECHNIIQUESAOFTHER FAB DES STAND FU#r!!Architecton OF HIS WORK WITH TS �� �� WITH CONTRA Date: By: 'c Inc. Fort Pierce, FL 34950 Page 1 of 1 J0D:(1 VHZ51 UU) IF1 Top chord 4x2 SP #1 Dense :T2 42 SP #2 N: Bot chord 4x2 SP #1 Dense :B2 4x2 SP SS: Webs 4x2 SP #3 :W2 4x2 SP #2 N: Truss must be installed as shown with top chord up. T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection meets Lf360 live and Lf240 total load. Creep increase factor for dead load is 2.00. f+-- 2'6" -� 9' 2' } 9' =3X8 —Ayi n e Svc M. P'. PA, i . 1. m 20' R=1300# W=6" (Rigid Surface) N1 R=1300# W=6" (Rigid Surface) AUG Z0B9 ♦,, 1 � / DESC. = F1 tic`'•' •,��cEni$F.• •; SEQ = 15406 PLT. TYP. WAVE FTIRT•12%(0%y0(0) QTY= 38 TOTAL= 38 e V. 17.02.02A.1213.21 SCALE=0.3750 ryryDyyESSIIGNNN��CRIT-FBCI7HVHZRESRPI-2014 RUSSES RFQUIRI: I-AIRtMF CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING ANU b UREFER Y0HCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, T©_L 40.Opsf REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA. VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 630D E rE DATE 07-26-2019 . . - - LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISe INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HOE PROPERLY ATTACHED RIGID CEILING. v "IMPORTANT- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT-S . T�L 20.Opsf _ B* DL 5.0psf • ®� il..r DRWG Qukr 7'r OSa j a y INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN y CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN ^f�_ CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECT PLATES ARE MADE OF 20118116GA (W,WSSIK) ASTM A653 GRADE 40l60 (W.KIH,SS) GALV. STEEL. APPLY PLATES TO O EACH FACE OF TRUSS POSITION PER♦ OA-Z. ANY ♦♦' UNLESS ESHALL RWISE LOCATED ON THIS 1-2002 FOLLOWED •'•• o��©�•••• •'••••• ` c S 1 70C LL O.Opsf O P OT.LD. F)5.sf CM OlALEN. zo TEL'f (9S4) 975-'3384 DUR.FAC. 1.00 JOB#:19HS199 FA3i:: (9,54�.9,7.8-NQ80 :3120Pi.t*16tfiTERRA(M* IN PECIWOEPLATEAND. BY (1)BE PER ANNEX A3 OF TPI SEC. 3. SEAL ON THIS RF WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONE `'�O I`�JA�j �rta °��` Et>MPANt7 iSI31lCa PL 330&1, ' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSUTPI 1 SEC. 2. It SPACING . 24.0" TYPE SY42 ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SIEATIMG FIG. 1 COMPRESSION WEBB TO PREVENT THIS BEFORE AND AFTER FAILURE. ANCHO 1 11 1 II BUCKLING. I OR RESTRAIN THE LATER I. BRACINGI 1 I I CONTINUOUS LATERAL BRACING USE METHOD SHOWN IN 1 / ) (CLB) MAINTAINS SPACING, BUT PERMITS LATERAL BUMMG FIG. 2, 3A & 3B. OR OF ALL WEB MEHIIERS AT ANOTHER STRUCTURALLY THE SAYE TINE.. SOUND METHOD SPECIFIED BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHTfECT. FIG. 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS , FOR OTHER TYPES OF WALLS). 1 •�; /5 �O tlC:I�Y 1C ',IYY.IIL Y.1 AIY i ANCHORAGE (BY BUId)ING DESIGNER) INTO SOLID END APS WALL RESTRAINS LATERAL ' BRACING, THEREBY PREVENTING WEB BUCKLING: CLB CLB COMPRESSION WEB DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT COMPRESSION .REB, SLOPING OR VERTICAL OR WEB NEEDING BRACING. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —�M). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR — M) MEMBERS ARE. 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP It BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED.DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE 'SAME NAILING SHOWN IN FIG. 3A. FIG. 3B 2X4 )13 OR STUD -GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT' APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16d COMMON (0.162- X 3.6-,1IQN) NAILS. -VAM=3- RO AND Y011LN ALL Nags -ON TM sit,371 ' ' Tom. zogcb esL,me m In Lm1altiny Iumm- mMpp mf. IudaBlag and >>nciM• radar to and faller REF BRACE RESTRAINT " BG9 (BWMft Ca pD t Bdatr lafe tka. by 7FI W T=Q for addy D.eollmaa Dew Im parf--L-s tneb InaeUoma >nal.ue...haD�fdm "t. par BM ud... melee aebmrrSae +oD aboia hue draatmel bettam dfaahed - DATE 1/1/OQ ' DrUD bo aahM rldd . w0 Dktw ar awed shag bane n Di " In mama`' Tam& 91..horn Inr Dermanaat 1 nal »a fw at tuba ah.B wan hranlae hada➢ad D.r Res ' aaetbaa 87 k 87. 6aa IhL )mb'� ea4anl ao1e. pane !or mmr hd••••••�� " . DRWG BRCLBANCO106 Bu7din Components Grou Inc raD OMX7- iUMM COFT OF TmB MON TO. iftafa4WX g 7tT > [ CmmpaaeaL OrouD >na. �BeO) " wt bi ni�eedble fw ay d Ilom I'om ILL d-4m LBmr b bvOd the TPL fa llat; ban0m leidalliae k 8 D map fret >a arwAlL sdth er pping, d�Ia�te�;w. f7f8C0 omanaolmr pLW w made d BO/Ie/leBa, (e'9/e/ij �sn[ �e6B pads e7/�0/EO (braelaa l se.I� ilda �dmt �amrar�Pate ladSeal� aedayf�am a�ad y�adrfma�iadmwlae *+aDoo•Ihmy aaleb '!ba trmnrpteLnadtra� mamp®BmaaBtdd�wl�a aLmra ad/l�aph�UBT am m d Wa m®paennL let a� batNh� L Iha 711f DCOrr d=I*Dmfa�• TPI: tl'SCL• tr�rabamdONnomm: IC4 mnnleorte.mi< . Eatlh Oily, MO 63045 r�aetpdoat.eam: . GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Fallow the recommendations for handling, Installing and temporary restraining and bracing of trusses. Refer to SCSI Guide to Gaod Practice for Handling. installing. Restraining & Bracing of Metal Plate Connected Wood Trusses for more d tall d 1 f rmatio NOTES GENERALES Los trusses no estin marcados de ning6n modo que identifique la frecuenda o localizad6n de restriod6n lateral y artostre diagonal temporales. Use las recomendadones de manejo, instaladdn, restdcd6n y amostre temporal de. IDS trusses. Vea el folleto SCSi Gufa de Buena Pradica Dora el Maneto Instalad6n Restricci6n v Arriostre de los Trusses de Madera Conectados con Placas de Metal para infornaci6n mas detallada. e e n o n. Los dibujos de dWo de los trusses pueden espedflcar las Truss Design Drawings may specify locations of localizadones de restricddn lateral permanence o refuerzo permanent lateral restraint or reinforcement for en Ies miembros individuates del truss. Vea la hoja individual truss members. Refer to the BCSI-133 resumen BCSI-133 - ResMcci6nfAmostre Pennanente de Summary Sheet - Permanent Restraint/Bracing Cuerdas y Miembros Secundados para mas infornad6n. chords & Web Members for more Information. El resto de los disefios de arriostres permanentes son Ia All other permanent bracing design Is the responsabilidad del Disenador del Edifido. responsibility of the Building Designer. 0 The consequences of improper handling, erect- Ing, Installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal Injury or death. FJ resultado de un manejo, Ievantamiento, instalad6n, restricci6n y arrisotre incorrecto puede ser la cafda de la estrudura o a6n peor, heridos o muertos. �! Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal denen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING -- MANEJO Avoid lateral bending. — Evite la fiexl6n lateral. Q The contractor Is responsible for,properiy receiving, unloading and staring the trusses at the jobsite. EI contratista Uene la responsabilidad de redbir, desmrgar y almacenar adecuada- mwtte IDS trusses en la obra. M M. : 3 .;i+ R If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to SCSI Guide to Good Practice for for more detailed Information pertaining to handling and jobsite storage of trusses. Si los trusses estaran guardados horizon- talmente, ponga btoqueando de altura sufidente debas de la piia de los trusses. Para trusses guardados par m6s de Una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lad6n. Vea el folleto BCSI Gufa de Buena Practice con Placas de Metal para Informadon mas detallada sabre el manejo y almacenado de IDS trusses en area de trabajo. j'j rJ16 !41[0 Q, Use special care in UUlice cuidado windy weather or especial en dfas near power lines ventoscs o cerca de and airports. cables eledricas o de aeropuertos. Spreader bar for truss y O O Use proper rig- Use equipo aproplado gang and hoisting pare levantar e equipment. Improvisar. Do not store No almacene unbraced bundles verticalmente los upright . .. trusses sueltos. Do not store on No atmacene en uneven ground. Berra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. Q Warning! Don't overload the crane. fAdvertencial NO sobrecarga la gr6a! ® Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use s6lo los empaques pars levantar un paquete. No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60. Q! Wamingl Do not over load supporting Use at least 3 lift points for bundles with structure with truss bundle. trusses greater than 60. 1lAdvertenda! No sobrecargue la estructi. Puede usar un solo lugar de levantar pars apoyada can el paquete de trusses. paquetes de trusses hasta 45 pies. (�,{ Puede usar dos puntos de levantar para - Lv l Place truss bundles in stable position. paquetes mas de 60 pies. Puse paquetes de trusses en Una posicic Use par to menos tres puntos de levantar para ettable. paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND , INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES _ 'i: _ �\ Trusses 20' Trusses 30' or - 1 or less, sup= r ` less, support at r port at peak. quarter points. Levante Levante de del pico los los cuartos trusses de de tramo los 20 pies o Trus20'ses trusses de 30 I Trusses upto menos. IE� tpies Pi mos. Trusses o pies MISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUAI Hold each truss In position with the erection equipment until top chord temporary lateral restrah LI Is installed and the truss is fastened to the bearing points. Sostenga cada tniss en posici6n con equipo de grfia haste que la restrfcd6n lateral temporal de cuerda superior este Instalado y el truss esta asegurado en los soportes. Q Warning! Using a single pick -point at the peak can damage the truss. IAdvertenda! El use de un solo lugar Para levantar en el pion puede hater dano at truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Apprmr. 12 Tagnno truss length TRUSSES UP TO 30' reader bar TRUSSES HASTA 36 PIES Toe4n. Te oe4n Attach Locale Spreader bar 10' o.a Spreader bar 12 to �Om a slafhadc m3' J:!__t�RTRUSSES 2J3 truss length mid•heighl Teggno UPTO60' =►USSES HASTA 60 PIES �— Spreadorbar213to 314 truss length e TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOME 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION-Y ARRIOSTRE TEMPORAL Q Refer to BCSFB2 Summary Sheet -Truss Installation & Temnorarry Restrainttila dno for more Information. Vea el resumen BCSI B2 - Re_str!ed6n/ Ariostre Temporal y Instalad6n de los- Tru crc para mas Infonnad6n. rJ( Locate ground braces for first truss diredjy In .r •• .r line with.all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los amostres de Berra para el primer truss dlrectamente en linea con cada una de las filas de restricd6n lateral temporal de la cuerda superior (yea la table en is pr6xima columna). Do not walk on unbraced trusses. QNo Gamine in trusses i sueltos. Brace first truss -- securely before erection of additio trusses. r •. CLB WEB BRACE SUBSTITUTION THIS DETAM IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DES]RED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY. BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2XB 1 ROW 2X8 1-2XB 2XB 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S, SEALED DESIGN.. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128'x 3.",MIN) NAILS. AT 8' O.C. BRACE IS A MINIMUM 80%. OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.',MIN) ' NAI S. AT 8' O.C. BRACE IS A ILDMIJM 809 OF WEB MEMBER LENGTH T—BRACE OR L—BRACE SCAB -rAMUNG- nO AXD 7=" AM WM ON TW M= .. M— rrae+r..astr=a -n b1 tamseattw, butalltnr and b-alz& Ddar to sine follw mod'` "''� � lm=_ ya)r for Un1i�� DU � to pwi� shaD iron b dbab.d sttwtmal yanal� and belt= obmd 'hahm a yropalr aWeLd reuen. b uibolm8" +m@xu'�'wal ss '�''ia. p.a" °ttet• :bmto�'aII.t,� °i'�°`'°'�"d per - TC LL PSF TC DL PSF BC DL PSF REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 Bolding Components Group lac «DpGnuxi« FUMM CM OF UM DZAGN to DMTMZA= CORMAMM sir Opmp=r aro p h1e• Off) ab.0 wt be ter and dadaUan hrm this d.4pu MY taDmr to bdid '1ha taws m om torcauea .Dn •DPI. or !' a How, Laamiod, Wppw. ta.laDlat a beaclar d trraaaa, EMM aoan-dw pLt- m seads'd b/1e/lWA IrXAAQ A= UN pads 37/40/aa WW�sdr st-L AP* pld- to woh taco d bum pesitiaaad as sham abm and as Joint Dot" iLlr dnolaZ 4 eorar pap ladled- aae.ptaeaa aed prnhsderal aaJlrarinZ Z-FemfffiltF �alY tar tha trams aamI... born. 'fa amtacmttF ad w. et tha eeaopoa-t to aq bamfna a tba LWy d thenda�rnadpur ptr �Nar 1 ttw R BC LL PSF TOT. LD. PSF DUR. FAC. Earth City. MO 63045 *a'r1 '0°II� t "' - =•' ""'�ba1odei''F•°°� x°—A—da-Z SPACING ..'�1 STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES [, 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top 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). i 7) Repeat process on groups of four trusses until all trusses are set. : 1) Instale los arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de Berra. 3) Instale los pr6ximos cuatro trusses can restricci6n lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la auerda superior (vea abajo). 5) Instate arriostre '• diagonal para fos pianos de los mlembros secundarios para estable los primeros cinco trusses I (vea abajo). By Instale la restricd6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita Este procedimiento en grupos de cuatro trusses hasta que todos los trusses (56p instalados. QRefer to BCSI-62 Summagheat-Truss installation & Temporary Restraint/Bracino for more information: Vea el res}}"a�men BCSI-B2 - Tnstaladdn de Trusses y Arrfostre Temporal para mayor w Informaddn. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES EfI,,RESTRI4CCI6N/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. QThis restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m&dclo de restricd6n y arriostre es Para todo trusses excepto trusses de cuerdas paralelas 3x2�y 4x2. 1) TOE CHORD — CUERDA SUPERIOR !, Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lgngitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30, to 45, 8' o.c. max. 30 a 45 pies 8 pies maximo ' 45' to 60' 6' o.c max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a Lin Ingenfero Para trusses de mas de 60 pies. See BCSI-B7 for TCi IR options. Qt10Veael BCSI-132 para las opdones de TCTLR. Refer to BCSI-B3 Sum- mmm� Sheet Permanent _ Restraint/Bracing of Chords _ & Web Members for Gable _ End Frame restrdint/bradng/� reinforcement information. s Para Informaddn sobre NJ mstricci6n/arrlostre/refuerzo f7f Repeat diagonal para arnaz6n de hastiai vea LI braces for each set of el resumen BCSI-B3 - Re- 4 trusses. stricci6n/Arriostre Ground bracing not shown for clarity. Repita los arisotres Permanente de ! rdas y diagonales para cada - - Miembros Secundarios. grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS "LATERAL RESTRAINT Bracing y& DIAGONAL BRACING Web Members ARE VERY IMPORTANT _ iLA RESTRICCION LATERAL Y EL ARRIOSTRE _ DIAGONAL SON MUY Bottom chords IMPORTANTES! Diagonal Braces every 10 Q10'-15' max. Same spacing as truss spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD —CUERDAINFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. ` �\ Bottom chords i ---Z.4!cDiagonal Braces every 10 truss spaces (20' max.) 10'-15' Some chord and web members max. not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 0 Refer to BCSI-B7 Diagonal Bracing Summary Sheet 10' or 15' ��y� _ Repeat Diagonal Bracing - Temporary & Per- _Qi7s �' % �.�/ every 15 truss spaces (30') manent Restraint/ gladrio for Parallel / I , t i ��i,� ,�i•� -�� Chord Trusses for J more information. IF `I I xt (1�i1 Vea el resumer T l I q \! ." - BCSI-87 - ResMc- Apply Diagonal Brace t0 d6n y Arriostre vertical webs at end of Temporal v cantilever and at bearing All Lateral Restralnts Permanente de locations. lapped at least two trusses. Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shag be Paralelas Para m6s 10' o.c. max for34 chords and 15' o.c. for 42 chords. informadon. INSTALLING -- INSTALACION ;rigger,. Tolerances for Out -of -Plane. LI0`tLtoT Tolerandas Para Fuera-de-Plano. Max Bow �— Length �— n Max. Bow �' Lent Max.Bow -- Lan th a i ❑ n I Plumb 01-3l6' Tolerances for I4elbob Out -of -Plumb. TDlerandas pars D/5o max Fuera-de•Plomada. ' t? = .; A zr, :. Flumb$ Max. Bow Truss Length D/50 D (it) 3/4' 12.5' 114' 1' 7/6' 14.6' 1/2' 2, 1' 16.7' 1-1/6" 18.6 1' 4' 1-1/4' 20.6' 1-1/4' 6o 22.9' 1-1R 6' 1-12' 25.0' 1J14' T 1J/4° 29.2' . 2' 1 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all lateral restraint and bracing is securely and properly In place. No proceda con la construccf6n hasta que bodes las restric- dones laterales y los arriostres esten colocados en forma apropiada y segura. r`'ts'1. Concrete Block 8' i•Max(io mSWek�I{o"I`gb> a� e�rf' or'.�tatWton:Trusseta: Material Height Gypsum Board 12' Plywood or OSB iG Asphalt Shingles 2 bundles clay pie 3-0 less high Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet - Construction Loading for more Information. ® No corte, altere o perfore ning6n miembro estruchual de los trusses, a menos que esta espedficamente permlddo en ei dibujo del diseno del truss. QTrusses, that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durdnte la construcd6n o han sido alterados sin una autor(zad6n prevla del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. No exceea las maximas allures re Do not art, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. mmendadas. Vea el restimen BCSI-B4 Carnal de Construccidn pars mayor Inf/ormaddn. Do not overload small groups or single trusses. ere No sobrergue pequenos grupos o trusses Indivlduales. Never steak materials near a peak. o Nunamontone material cerca del Pico. Place loads over as many trusses as possible. �• r • � Coloque las ®rgas sobre [antis trusses comp sea posible. C7f Position loads over load bearing walls. 1� 1 Coloque las cargos sobre las Paredes soportantes. r Truss brdwq not ALTERATIONS — ALTERACIONES spawn ttxedadry. 0 Refer to BCSI-BS Summary Sheet - Truce DamaoQ lobsite ModlfinNon= &Ins* Installation Errors. Vea el restimen BCSI-BS Darios de trusses. Modlflcadones en la Obra yErrgres de Instaladdn. believes It needs assistance Interpreted!Interpreted!as superior tothe herein"M . m NOTE: The Tnsz Manufacturer and Tnrss Designer rely on the presumptlan that the Contrador and crane operamr (Y applicable)) are professionals with the eapabtilty, to undertake the work they lave agreed to do ex, airy given project. If the Contractor in some aspect of the construction pm)at, a should seek assistance from a ernnpe3oR party. The methods and pranlures outlined In thus document are Intended to am"'thatfhe overall mnstrextlon techniques empkryrd will put the busses tiro Place SAFELY. These recommendations for handling, hstaNWng te rg, restrang and braciases are basal upon the colleUlve experlonce ofkading' personnel involved with truss design, manufare and astaltadon, but must, due to the mtae of responsibilities 4tsvlvead, be Presented only as a GUIDE for use by a quarJled Building Designer ex contractor. It Is rot Intended that theseravm ese merdatbns be euadin9 Designer's design specification for Aandary, Installing, restraining and bracing busses and It does not preclude the i use of other equivalent methods fat restraining/b2dng and prmhling stability for th4 wails, edianrs„ Doors, rods and as the Interrelated sanxorrdl building canponertts as determined by the Cnntraednc Thus, WfCA and TPI ssryressry dtsdatm any respwslbmry for damages easing fmm the use, application, or reliance on the recommendations and Informatbn contained �""`�"•"'� TRUSS PLATE INSTITUTE 6300 EnterpriseLa�ne- Madison, lVl 53719 218 N. Lee R. Ste. 312 • AM�mrte9ra, VA 22314 606/274-4899 • vMrwsbedrdustrye>xtl 703/693.1010 • vmw.tptttstarg slwarutllxa zoo6ltss Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet - Construction Loading for more Information. ® No corte, altere o perfore ning6n miembro estruchual de los trusses, a menos que esta espedficamente permlddo en ei dibujo del diseno del truss. QTrusses, that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durdnte la construcd6n o han sido alterados sin una autor(zad6n prevla del Fabricante de Trusses, pueden reducir o eliminar la garanda del Fabricante de Trusses. No exceea las maximas allures re Do not art, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. mmendadas. Vea el restimen BCSI-B4 Carnal de Construccidn pars mayor Inf/ormaddn. Do not overload small groups or single trusses. ere No sobrergue pequenos grupos o trusses Indivlduales. Never steak materials near a peak. o Nunamontone material cerca del Pico. Place loads over as many trusses as possible. �• r • � Coloque las ®rgas sobre [antis trusses comp sea posible. C7f Position loads over load bearing walls. 1� 1 Coloque las cargos sobre las Paredes soportantes. r Truss brdwq not ALTERATIONS — ALTERACIONES spawn ttxedadry. 0 Refer to BCSI-BS Summary Sheet - Truce DamaoQ lobsite ModlfinNon= &Ins* Installation Errors. Vea el restimen BCSI-BS Darios de trusses. Modlflcadones en la Obra yErrgres de Instaladdn. believes It needs assistance Interpreted!Interpreted!as superior tothe herein"M . m NOTE: The Tnsz Manufacturer and Tnrss Designer rely on the presumptlan that the Contrador and crane operamr (Y applicable)) are professionals with the eapabtilty, to undertake the work they lave agreed to do ex, airy given project. If the Contractor in some aspect of the construction pm)at, a should seek assistance from a ernnpe3oR party. The methods and pranlures outlined In thus document are Intended to am"'thatfhe overall mnstrextlon techniques empkryrd will put the busses tiro Place SAFELY. These recommendations for handling, hstaNWng te rg, restrang and braciases are basal upon the colleUlve experlonce ofkading' personnel involved with truss design, manufare and astaltadon, but must, due to the mtae of responsibilities 4tsvlvead, be Presented only as a GUIDE for use by a quarJled Building Designer ex contractor. It Is rot Intended that theseravm ese merdatbns be euadin9 Designer's design specification for Aandary, Installing, restraining and bracing busses and It does not preclude the i use of other equivalent methods fat restraining/b2dng and prmhling stability for th4 wails, edianrs„ Doors, rods and as the Interrelated sanxorrdl building canponertts as determined by the Cnntraednc Thus, WfCA and TPI ssryressry dtsdatm any respwslbmry for damages easing fmm the use, application, or reliance on the recommendations and Informatbn contained �""`�"•"'� TRUSS PLATE INSTITUTE 6300 EnterpriseLa�ne- Madison, lVl 53719 218 N. Lee R. Ste. 312 • AM�mrte9ra, VA 22314 606/274-4899 • vMrwsbedrdustrye>xtl 703/693.1010 • vmw.tptttstarg slwarutllxa zoo6ltss NOTE: The Tnsz Manufacturer and Tnrss Designer rely on the presumptlan that the Contrador and crane operamr (Y applicable)) are professionals with the eapabtilty, to undertake the work they lave agreed to do ex, airy given project. If the Contractor in some aspect of the construction pm)at, a should seek assistance from a ernnpe3oR party. The methods and pranlures outlined In thus document are Intended to am"'thatfhe overall mnstrextlon techniques empkryrd will put the busses tiro Place SAFELY. These recommendations for handling, hstaNWng te rg, restrang and braciases are basal upon the colleUlve experlonce ofkading' personnel involved with truss design, manufare and astaltadon, but must, due to the mtae of responsibilities 4tsvlvead, be Presented only as a GUIDE for use by a quarJled Building Designer ex contractor. It Is rot Intended that theseravm ese merdatbns be euadin9 Designer's design specification for Aandary, Installing, restraining and bracing busses and It does not preclude the i use of other equivalent methods fat restraining/b2dng and prmhling stability for th4 wails, edianrs„ Doors, rods and as the Interrelated sanxorrdl building canponertts as determined by the Cnntraednc Thus, WfCA and TPI ssryressry dtsdatm any respwslbmry for damages easing fmm the use, application, or reliance on the recommendations and Informatbn contained �""`�"•"'� TRUSS PLATE INSTITUTE 6300 EnterpriseLa�ne- Madison, lVl 53719 218 N. Lee R. Ste. 312 • AM�mrte9ra, VA 22314 606/274-4899 • vMrwsbedrdustrye>xtl 703/693.1010 • vmw.tptttstarg slwarutllxa zoo6ltss STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' -O' ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT SCAB 6. O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE, Detalls 1 and 2 (2) 10d COMMON (0148'x3.0') OR BOX/GUN (0,128'x3Ah NAILS AT TOP AND BOTTOM OF 2x SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0148'x3.0') NAILS OR (4)10d BOX/GUN C012B'x3.07 O NAILS. are the preferred attachment methods ATTACH STRONG(3)10dBACKCOM TO O WEB W/ C3) lOd COMMON (0148'x3') NAILS OR (4) 10d BOX/GUN �0A28'x3.0') NADS / /l AT STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20' 1 roe Cat renter of VW 20' to 2 rM a at each in N!Aft Vto4 Over " roes nt ID' ac ts) ► All scab -on blocks shall be a minimum 2x4 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' ►The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor, system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. <max,) ►The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' Is an Important structural requirement of. any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual ,vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is, strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ° ZATTACH STF04GBACK TO BOTTDM CHORD WITH (J #10 — 3' SCREWS' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES om6lrx+rd FlmAf°Ma `}' � m� m°""Cl DEUMM TTIC DWALIE s. TC' LL PSF REF STRONGBACK follow 'truss" lm� .� Care In Mtn •�` «*° l r =0 for ftfar sa � TC DL PSF DATE 10/01/14 as prior to pe•forrft these f netiom Installers shall provide hrp broelnp per )iCSL ` noted alhenIse, tap dmw shall have properly attached stwebs•al ahea aW bettor chord DRWG STRBRIBR1014 r d O shhdl MK a property attached wd Nod acing Locations shown Par p&rnuwnt lateral restraint of webs sections �}�t D�� sp a plates to each foa of brass and m BC DL PSF os s above �Idippl War to arms 1c0"-z far standard plate pasnlons ` BC LL PSF AN tTINGOAAPHNY thisa ° division of ITV aul3w Conponents Cray Lr. shau not be resporoble for an deviation fron any faure build the truss In c nforrenee with ANSVM 1. or for handing, shl *q. TOT. LD. PSF Wtdlatbn'g, re to ssem A sad al Uis drawke a• cover Papethe ttstlry this d.0 bdoatwz ocaptona of professhod DUR. FAC, 100 who'rawkp, ra arymu" is tt =Y hty euadlq >k�`>pwe �A /r�i Seca `~"*'g Eadh Lakefront MO Drive EenhGIY.MO03oa5 For rare Monatbn see this Job's genevl rates Dpuappee aci these web sites+ NLPM wwwalphnekw.tau TPI. www.tph rLorry SBM wwwabdrrdm",o•gh ICO.w Womfeorg - SPACING -3