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<br /> GEN ERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRU55 BUNDLES STEPS TO SEITING TRUSSES RESTRnIN7&BRACING FOR 3x2 AND 4x2 PARALLEL C►iORD TRUSSES '
<br /> . RECOMENDACIONES PARA LEVANTAR PA UETES DE TRUSSES ' RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
<br /> Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que Q LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES �o'(3 m)or Diagonal bracing Repeat diagonal 6racing
<br /> frequency or location of temporary lateral restraint identiBquelafrecuenciaolocalizacionderestriccionlateral _ �Refer 15'(4.6 m)' euery 15 iruss spaces 30'
<br /> and dia onal bracin Follow the recommendations yarriosfredia onal tem rales.Uselasremmendaciones � DONT overload the crane. �`_I 1)Install ground bracing.2)Set firs[truss and attach securely to ground bracing.3)Set next 4 <:. - ,
<br /> g g. g po [o BCSI-67 for � , - (9.1 m)max.
<br /> for handling,installing and temporary restraining de manejo,instalacion,restriccion yarriostre temporal de NO sobrecargue la grua. trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal more information. -'
<br /> and bracing of trusses.Refer to BCSI-Guide to los trusses.�ea el folleto BCSI-Guia de Buena Practica bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five ,� / �--
<br /> � NEVER use banding to lift a bundle. Uea el resumen
<br /> Good Pradice for Handliny,Installinq Res[raining oara el Man�g lnstalacion Res[riaion yArriostre de los trusses(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see �
<br /> &Bracin of Metal Plate Connected Wood Trusses de Madera Conectados mn Placas de Mefal ** �� ,� helow).7)Repeat process with groups of four trusses until all trusses are set. BCSI-87***para i ' .
<br /> 9 " NUNCA use las ataduras para levantar un paquete. ,
<br /> Tr��***for more detailed information. para informanon mas de[allada. ��� � mas informacion. '�_
<br /> 0 A single lift point may be used for bundles of � 1)Instale los arriostres de tierra.2)Instale el primero truss y ate seguramente al arriostre de � �
<br /> Truss Design Drawings may speofy locations of Los dibu�os de diseno de los trusses pueden espeoficar top chord pitch trusses up to 45'(13J m)and � �i,rrra.3)Instale los proximos 4 trusses con res[riccion lateral temporal de miembro corto(vea Apply diagonal brace to vertical �`-- '
<br /> permanent lateral restraint or reinforcement for las localizaciones de restriccion lateral permanente o parallel chord trusses up to 30'(9.1 m). rah;�jo).4)Instale el arriostre diagonal de la cuerda superior(vea abajo).5)Instale arriostre we6s at end of cantilever and at �- __ I
<br /> indi**dual truss members. Refer to the BCSI- refuerzo en/os miembros Individuales del truss. �ea la Use a[least hvo lift points for bundles of top diagonal para los planos de los miembros secundarios para estabilice los primeros cinm trusses bearing locations. AII lateral restraints j =
<br /> 83 for more information.All other permanent hoja resumen BCSI-83 para mas informacion. EI � . ,. ... . Do no[over load supporting . ��
<br /> bracin desi n is the res onsibili of the buildin resto de los disenos de arriostres permanentes son la �hord pitch trusses up to 60'(183m)and paral- (vea abajo).6)Instale la restriccion lateral temporal y arriostre diagonal para la cuerda inferior lapped at least two husses.
<br /> 9 9 p �Y 9 P � � structure with truss bundle. �� � P P g p q 'Top chord temporory lateral restraint spacing shall he 10'(3 m)o.c.max.for 3x2 chords
<br /> designer. responsabilidad del disenador del edificio. lel chord trusses u to 45' 13Jm.Use at least (vea aba o.7 Re ita este rocedimiento en ru os de cuatro trusses hasta ue todos los
<br /> three lift points for bundles of top chord pitch iADVERTENCIA?No sobrecargue la trusses esten instalados. and 15'(4.6 m)o.c.for 4x2 chords.
<br /> trusses>60'(183m)and parallel chord trusses estructura apoyada con el paquete de • Refer to BCSI-B2***for more information. �
<br /> >45'(13.7m). trusses. � INSTALLING - INSTALACION Out-of-Plane
<br /> -WARNING!The consequences of improper Uea el resumen BfSI-81**'para mas informacion.
<br /> handling,ereding,installing,restrainin � Puede usar un solo lugar de levantar para pa- [� Place truss bundles in stable osition. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES Q
<br /> and bracing can result in a collapse of he fi v *�k- .x � quetes de trusses de la cuerda superior hasta 45' P Tolerances for Out-of-Plane. Out-of-Plumb Max.sow 7russ�ength
<br /> � `^�"0��` trusses de cuerdas arale/as de 30'o menos. Puse paquetes de trusses en una posicion RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES To/erancias para Fuera-de-Plano.
<br /> structure,or worse,serious personal injury + �, Y P olso o(ft.) 3i4 iz 5 ' �
<br /> or death. �(�,�x ,,.y„�,,,..�; Use por lo menos dos puntos de levantar con estable. Max.eow �s mm 3 8 m •
<br /> � �e �� ru os de trusses de cuerda su erior indinada �� This restraint&bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses(PCTs). �-i��engm--� i� ,
<br /> '� : a � � ' ` �•� 9 P p See to of next column for tem ora restraint and bracin of PCTs. - - � � �8 i4 6
<br /> ��. --_-----�
<br /> 14 r �
<br /> rADVER7ENCIA!EI resultado de un manejo, �,� ,.. „ , + M�; ?�iAca hasta 60'y trusses de cuerdas paralelas hasta P p ry 9 i� ��en m-►u s mm o.3 m 22 mm a.s m
<br /> levantamiento,instalacion,restriccion y arrisotre '��'�� '��4.� � ,?°�y-. q5:Use por lo menos dos puntos de levantar con grupos de trusses de cuerda superior indinada Este metodo de restriaion y ar�iostre es para todo trusses excepto trusses de aerdas paralelas Max aow Max Bow � ' ��2�� 2 �" �6.7'
<br /> +`�::�` � ' ,,, � ; 13 mm 0.6 m 25 mm 5.1 m
<br /> aun eor,h
<br /> incorrecto uede ser la caida de la estructura o �,-'► � . mas de 60'y trusses de aerdas paralelas mas de 95: (PCTs)3x2 y 4xZ�ea la parte superior de la columna para la restriccion y arriostre temporal de PCTs. i i _ �
<br /> p eridosomue/tos. hlt-== --- _=�-__-'�,� � 3/4" 3' 1-1/B" 18.8'
<br /> A ; "k Exercise care when removin � .,1.. ' MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 1)TOP CHORD-CUERDA SUPE270R �-�e"9tn -�! d � Plumb �9 mm o s m 2s mm 5.�m
<br /> � 9 � ' ./line �" p' 1-1/4" 20.8'
<br /> banding and handling trusses to avoid _ RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing � Tolerances for � � � 25 mm t2 m 32 mm s 3 m
<br /> ' damaging trusses and prevent injury.Wear f�- -,(�k -- �. Longitud de Tramo Espaciamiento delArriostre Temporel de la Cuerda Superior Out-of-Plumb. �_��q^ 5 t-3ie" 22.g'
<br /> personal protective equipment for the eyes, %C �Using a single pick-Point at the peak can damage the truss. Up to 30' �/50 max 32 mm t5 m 35 mm �0 m
<br /> feet,hands and head when working with 10'(3 m)o.c.max. Tolerancias para � i_iip�� s' i-v2" 25 0'
<br /> trusses. m i EI uso de un solo lugar en el pico para levantar puede so'o�iess �9 1 m� Fuera de-Plomada.
<br /> 38mm 1.8m 38mm 7.6m
<br /> hacer dan"o al truss. 30'(9.1 m)- g'(2.4 m)o.c.max. 1-314" 7' 1314" 292'
<br /> "' " +:�Utilice cautela al quitar las ataduras � � 45'(137 m) CONSTRUCTION LOADING as mm 2.i m as mm 8.9 m
<br /> o los pedazos de metal de sujetar para evitar dano a ��
<br /> ��- __ __ �� _ , , 45'(13.7 m)- CARGA DE CONSTRUCCION 2" >_e� z" >_ss.s'
<br /> bs trusses y prevenir la herida personaL Lleve A 6'(1.8 m)o.c.max.
<br /> pprox.1/2 y � 60' 18.3 r11 51 mm >_24 m) (51 mm) 10.1 m
<br /> � e l e q u i p o p ro t e c t i v o p e r s o n a l p a r a o j o s,p i e s, � � tru s s i e n g i r, �� � � � DO NOT proceed with wnstruction until all lateral
<br /> manos cabeza cuando traba a con trusses. '`"` -'r'S Use h�, :,i.w Utilice regiine TRUSSES UP TO 30'(91 m) 6O'(18.3 m)- res[raint and bracing is securely and properly in place.
<br /> Y 1 � � E -� 4'(1.2 m)o.c.max. Mazimum Stack Height
<br /> special care in CW(Id(IO ESPBCIdI 2/1 TRUSSES MASTA 30 PIES $O��Z4.4 fT1�* tor ma�ar�ai on rrusses
<br /> windy weather or dias ventosos o cerca NO proceda con la construccion hasta que todas las restric-
<br /> near power lines de cables electrims o nuacn *Consult a Registered Design Professional for trusses longer than 60'(18.3 m). ciones laterales y los arriostres esten mlocados en forma Material Height
<br /> and airports. de aeropuertos. �ocace sp�eade�oa� �o�3 m� *Consulte a un Professional Registrado de Diseno para trusses mas' � apropiada y segura.
<br /> reatler Dar above or s�iflback o.c.max. dB 60 PI25. , � Gypsum Board 17'(305 min)
<br /> mid-heighc .� � � � DO NOT exceed maximum stack heights.Refer to BCSI-B4***
<br /> � 7oe-in Toe-in � See BCSI-B2 fOr TCTLR options. �� .��
<br /> -► f- ,� � .+= for more information. Piywood o�osa is°�aos mm�
<br /> i�, �ea el BC57 62***para las opciones de TCTLR. j� NO exceda las alturas max�mas de monton.�ea el resumen qspnau sn�nqies z bundies
<br /> Spfeader bar � �� spreader oar vz�o _�� � ii i� � A� � � �� BCSI-H4*** ara m�s info�maaon.
<br /> `a for truss 9 i 2/3 tmss length P �Refer to BCSI-63*** P
<br /> � Ta I ne 5 reader bar 2/3 to
<br /> TRUSSES UP TO 60'(18.3 m) _� �- -� , � Concrele Block 8"(203 mm)
<br /> H��D���� \ TRUSSES HASTA 60 PIES 3!4 tfuss length fOf 6db�2 Ef1d F�dflle f2- A i
<br /> � � 7agi�ne �-TRTRUss s N STADY 608RE 60 P$ESm)� straint braan reinforcemen[ -y � " � y y �i" :t� ciay r�ie s-a�iies n 9h _ .
<br /> MANEJO � �anDn ••°° �� `� Hold each truss in position with the erection eqwpment until top chord temporary lateral restraint �ooa ar�ostre9refue�o arerlc " ._` , TCTLR � - ; � ¢ ' : �
<br /> �/ O G, is installed and the truss is fastened to the beanng points. � � P � NEVER stack matenals near a peak or at mid-span.
<br /> � Armazones Hastiales vea el NUNCA amontone los materiales cerca de un pico.
<br /> Avoid lateral bending. �a Sosten a cada truss en osicion con e ui o de rua hasta ue la restriccion lateral tem oral de la resumen BC57-83*** 10"or�;,
<br /> Evite la Flexion IateraL �� Use proper rig- Use equipo apropiado 9 P Q P 9 Q P
<br /> in and hoistin ara levantar e cuerda superior este instalado y el truss esta asegurado en los soportes. Truss attachment � DO NOT overload small groups or single trusses. �� i i
<br /> 9 9 9 P � �� Note:Ground bracing not shown for clarity. re uired at su ort s '� „
<br /> � equipment improvisar. Q Pp �� NO sobrecargue pequenos grupos o trusses individuales. �
<br /> The contrador is responsible for INSTALLATION OF SINGLE TRUSSES BY HAND Section A-A
<br /> properly receiving,unloading and storing � Repeat diagonal breces for each set of 4 trusses. � Place loads over as many trusses as possible.
<br /> the trusses at the obsite.Unload trusses to r ' RECOMMENDACCIONES DE LEVANTAMZENTO DE TRUSSES INDIVIDUALES Re �ta los arrisotres dia onales ara cada ru o de 4 trusses.
<br /> 7 P 9 P 9 P Coloque las cargas sobre tantos trusses mmo sea ,
<br /> smooth surface to prevent damage. ;;f POR LA MANO posible. � ° '�,
<br /> EI contratista tiene la responsabilidad de "'�� � ...��� _ �,��\_ 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS �` u x �' L k�i
<br /> recibir,descargar y almacenar adecuadamente <, "''----'� .,� ,:'" Trusses 20 ,_______ `' Ci Trusses 30' ,-" , � � � 0 Position loads over load bearing walls. %
<br /> los trusses en la obra.Descargue los trusses en `�+ (61 m)or ` ��,� (9.1 m)or � � Diagonal Coloque las cargas sobre las paredes soportantes. �
<br /> la[ierra liso para prevenir el dan"o. t � less,su ort less,su ort at i bra[in � ° -
<br /> Ek +u�� PP Pp 9 ALTERATIONS-ALTERACIONES
<br /> �- �'�� � �ear eak. �� _ LATERAL RESTRAINT � � � � �
<br /> �
<br /> �
<br /> p _ '�'� quarter points. � Web members �!
<br /> ' , . �._ ' � I� ,. � � �.x Tmss bracing not shown tor clanry,,,
<br /> _� < � ' � saPone soPone de � � &DIAGONAL BRACING �k f I ' Refer to BCSI-B5.
<br /> �N i, ' �
<br /> . . ��
<br /> �` �. '� '� -- cerca a�pico "�Trusses up to 20' � los cuartos �---- -�L ARE VERY IMPORTANT � ' �� i �!' � �ea el resumen BCSI-B5.***
<br /> :; � . l o s t r u s s e s d e t r a m o l o s t Trusses up to 30' � �' �� ,i� ��� i� �i i � �
<br /> _ .- . ..�.�. __.__ ) � �' t.t.�1� ,i ' .� � DO NOT cut,alter,or drill any structural member of a truss unless --< - ' �
<br /> . ��; de 20 ies o Trusses hasta 20 pies pusses de 30 (9.1 m P �LA RESTRICCION \y�i I 1 I i I i specifically permitted by the truss design drawing. ' �
<br /> *q . � D . ne menos. ies o menos. Trusses hasta 30 ies � .
<br /> P - � � I
<br /> �_� ,,, }�� � ONOTstore almace �
<br /> c� :.S�� unbraced bundles verticalmente los LATERAL Y EL �� ,�t� i�� NO corte,altere o perfore ningun miembro estructural de un truss,
<br /> � p, �� �;p�4r�,,��a uoright. << •�,��ros. ARRj05']'RE �`i,1� �� � V a menos que este especificamenfe permitido en el dibujo del disen"o _
<br /> �� ` TEMPORARY RESTRAINT & BRACING ` ° `�" �
<br /> � � i i del truss.
<br /> ,�✓ Trusses may be unloaded directly on the ground _ _ _ _ . � pIA(�QNA� i � Bottom chords ' '
<br /> at the��me°f de'��ery°r St°�ed temP°�a�"Y�� '' - � �{� RESTRICCION Y ARRIOSTRE TEMPORAL G� • '
<br /> contact with the ground after delivery.If trusses .4' SON MUY �Trusses that have been overloaded during construc[ion or altered without the Truss
<br /> are to be stored for more than one week,place �� �` � " � . IMPORTANTES! Diagonal breces Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. •• �
<br /> blocking of sufficient height beneath the stack of �`' ,�,. -� �.`; �Refer to BCSI-a?***for more . Top Chord Temporary every SO truss spaces �
<br /> trusses at 8'(2.4 m)to 10'(3 m)on-center(o.c.). "' �;-�, '�� information. �Lateral Restraint 20'(6.1 m)max. Trusses que se han sobrecargado durante la construccion o han sido alterados sin la autorizacion
<br /> ' = SO'(3 m)-15'(4.6 m)max.Same spacin previa del Fabricante de Trusses,pueden hacer nulo y sin efecto la garantia limitada del Fabri- � '
<br /> Los trusses pueden ser descargados directamente F Uea el resumen BC57-BZ***para mas infor (TCTLR) as bottom chord lateral restraint Note:Some chord and web members cante de Trusses.
<br /> � � ,. �
<br /> en el suelo en aquel momento de entrega o �� � ���. ' macion. � � 2x4 min. , -
<br /> �'� .� not shown for darity. -
<br /> almacenados temporalmente en contacto mn el .'•� •� = � r, 3)BOTTOM CHORD-CUERDA INFERIOR , � � •�•co�tac�tne tompo�e�c man�ta��rer ror more mformae�on or consutt a neyiscered oes�qo vroress�o�ai for ass�s�ance. - �
<br /> suelo despues de entrega.Si los trusses estaran �-x� � �� � �' �..I Locate ground braces for first truss directly � � •
<br /> uardados para mas de una semana, on a � ��-. � --•^'` � in line with all rows of top chord temporary /� To��ew a�o�p��r�g aoF or er,�s doc�men�,vs�www sxi d nac iei. '•
<br /> 9 P 9 �e:.. „�. _ Lateral Restraints-2x4x12'or ',
<br /> bloqueando de altura suficiente detras de la pila lateral restraint(see table in the neM column). reater la � rvore rr,e truss ma��ratt�re�a�d o-�ss aesqne�rery on tne presump[�oo tna�ene�o�«a«o�a�d«ane ope�am���f appucabie>a�e
<br /> de los trusses a 8 hasta 10 ies en centro(o.c.). � g pped over hvo trusses. � � p�oress�o�ais w�en me capae�i�ry ro�ndertake me wo�k mey na�e ag�eed�o do o�a�y g��e�p�o�e�c ir me con�ac�o�oer�e�es���eeds
<br /> P � DO NO7 store on niu almacene en tierra Coloque los a�riostres de tierra para el primer =90" � ss�s���e���me aspecc or me construct�o�p�o�ect���no�m seek asss�a�ce r�om a compe�en�party.rne memods a�d p�o�ed��es
<br /> � For trusses stored for more than one week,cover uneven ground. desiguaL � � o�n�ned��n m�s d«umen�are�n�ended�o e�s��e mae me o�e�au mnso-�cnon�ernn��q�es empioyed wiu pu�me truss�s��ro pia�e snFe�v.
<br /> truss directamente en linea con cada una de Bottom rnese�ecommenda�io�s fo�na�di��g,-s[u�g,�eso-a����q and e�ac�nq n�sses a�e oased uoo�me<ouec<�e ex��e��e or iead��nq
<br /> bundles to proted from the environment. las filas de restriccion lateral temporal de la � oe�sonnei invowed w¢n truss des g�,m eacmre and�ns�aiia�on,t��must due�o me�a�u�e or resp ro i� ���oi�ed,ee p�esen�ed
<br /> I'i cuerda superior(vea la tabla en la proxima 8race first truss chords'��/ o�W as a�u�oe ror use ty a q�areed b��id�nq desiyne�o�cono-actor a is oc�ce�ded mae me�� ommendanons be nce�Preced as
<br /> Para trusses guardados por mas de una semana, .� securely before s�ver�or to[ne bu�id��q des q�er s des g�spec nca�o�for na�dr�q,�stair q estra����q a�d era��q o-�sses a�d�does noc precwae me
<br /> cubra los a ue[es ara rote erlos del am6iente. columna). . �s�of oene��q���aienc mem d r so-n�o�o9/h�ac�y a�d P�o�d-�9 scabrry ro�me waiis,mwmns,noo�s,�oors a�a au me��re��eiaeed
<br /> P Q P P 9 � erection of additional sc,�c���ai b��ia�nq comoone cs a�a ie�m,ea�y mz�o,c�a�co�.rn�s,secn a�d rP[e.PressW asda m any resPo�s ti rry ro�dama9es
<br /> � /
<br /> Refer to BCSI***for more detailed information - �� �l ��- �� � � ��'� ���� i � -}�,
<br /> .. _. �� � ",;_. DO NOT walk on � trusses. a�s�9 e�om tne��,aPPi�ac o�,o
<br /> pertaining to handling and jobsite srorage of '�� ' unbraced trusses. ���a�,«o�cne�Ea�mme�daro�s a�d ro�maco��o�ca�ed ne�e�n.
<br /> trusses. .��„�•� " .� � �� NO camine en trusses � Diaganal braces every 10 ��r� � �� I���
<br /> �� r truss spaces 20'(6.1 m)max. � ��
<br /> Uea el folleto BCSI***para informacion mas detal- .,� �,. +"`"�� 4 . sueltos. L�J w000�wussaouxc�� TRUSS PLATE INSTITUTE
<br /> lada sobre el manejo y almacenado de los trusses � -_ ' ' ""� SO'(3 m)-15'(4.6 m) Note:Some chord and web members 630o En�erpr�se�ane•Madison wt s3�i9 218 N.Lee St.,Ste.312•niexandria,vn zzsta �
<br /> en 3rea de trabajo. � 6o8/z74-4849•wwwsbondustry.mm Jo3/663-1o10•www.cpinstorq �
<br /> max. not shown for clarity.
<br /> I � � I . i � � � i � � � � � i • i • i . � i � � • ► � � • • � � � �
<br /> i � - . I � i ' � - - i � � - � � � ' � � i � - � � - . . � � � - 1 �
<br />
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