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CITY OF SANTA ANA
<br />Planning and Building Agency
<br />GENERAL NOTES NOTAS GENERALES
<br />Trusses are not marked in any way to identify the Los tosses n cran usoccos de oil rtrode one
<br />frequency or location of temporary lateral restraint identlfrque la fiscuMtda,lcraluadon de resulted, lateral
<br />tl diagonal boating. Follow the recommendations. yamlosrredal ta'nporales. Use las Prounendlones
<br />for handling, Installing and temporary restraining de manejo, lnstaladdry resVockin y andesbe tar lce
<br />andb g ftmsses Refer to BCSI G'detn bstnrsses tea MfallINn BLSI Guia de Suer, Pranrre
<br />Goode ctic f Handing Insaling Re t n pars NMan ro lnstabcan Regrl , Annoeve de less
<br />& B of Metal Plate Connected Wood TNsses be Mao'a-, looser dos crm Platas de Mebl***
<br />TO1652S for more detailed Inforoul pars form masdeisgo.
<br />Truss Desgn Drawings may specdy lol of Las dbujos de offsee de l bu pualen esµ fires,
<br />permanent lateral restraint o, reinforcement for las fecaeao" ce tnN I ravel permanent, o
<br />Inds dual truss members Refer to the SCSI- refire so 1. ecandyes froxxhistiesdel buss. tya Is
<br />03**- for more Information NI other permanent Wyla resrmen SCSI-83*** pars mess iwbmiacmn. EI
<br />boating design Is the responsibility of the building rest, de bs dl nos de aMosrres pemmcotes son 1,designer. isse insabllidad de' dsenader del ex...
<br />WARNING The consequences of improper
<br />handling, erecting, installing, restraining
<br />and bracing can result in a collapse of the
<br />structure, or worse; serious personal injury
<br />or death.
<br />iADVFRTFNCIAI El resuhtadu de on manej0,
<br />fevanramlenm, socialmsmcedn y arrisome
<br />fnonnetto puede se�/a caide de Is estiuctura o
<br />a peo, h "d a-
<br />CWMM Exercise cam when removing
<br />bantling and handling trusses to avoid
<br />damaging tru,sas and pmvwm Injury. Wear Irr
<br />personal protectequipment r t nt for the eyes,
<br />feet, hands and head h for with
<br />b,.e-
<br />MWYMN Umice cautefe al quwrar /as ataduras
<br />o 1. pedams de metal de adeta, par, ewtar lane a
<br />las busses y pr on, la hevida personal. Llem
<br />el squln, po2ac fvo personal pat op; p,., maA Use d"r,H(M 9 Utilke.
<br />nna y cabeea cuando trabaja ron busses.
<br />specialre Incurdade especial on
<br />dy weather or dies vertems o terra
<br />nearpower nes am cables elecmons 0
<br />/ Iand airports.. de aeropuertes.
<br />Spreader bar
<br />for truss
<br />HANDLING - "'A
<br />MANEJO cov o 0
<br />STEM AVOidblriding
<br />Emote /a tlexldn lateraamodUse proper rig Use' Nulpd spooll.
<br />grog and hoisting pars levantare
<br />The contractor is responsible for equipment Impre-
<br />pronely receiving, unloading and storing
<br />thtr es st the)absim Unload le. -to
<br />smood, surface to prevent damage
<br />El
<br />caresUsts ben, 0 responsab@dad de
<br />b desxgar y almans cae ad me
<br />Iris bu la rib.. Dese T c I trusses so
<br />I U If .par, pavan ldai ®,
<br />� DO NOT store NO dlmarnne
<br />t r unit, ,di bundles ve deemente ler
<br />_ - upright. trusses sueltes.
<br />Trusses may be m aded diced=, an the ground
<br />A the time of da" y or shred tenporariN in
<br />contact with the ground after all If trusses
<br />are m be stared for more than one weak, place
<br />blacking ofsufiuent height beneath the stack of
<br />trusses at 8,(24 )to. 10 (3 )o to (e c).
<br />Los busses Wed d rgadas dy-ennente
<br />an I suele an aq 1 M Deb g
<br />alnaccomm;cemporl fo co tit nd
<br />gueb dgpuase eg b6t ins bosts, estemn
<br />uardados pars Inds as ,crones
<br />bbqueando as aTI. soficion. detras de la pub
<br />de le, trusses a 8 has[ I0ofnanPo(ac) (S) DONOTstore NO almacere en Berra
<br />For trusses stored far more than one week, cover uneven ground desigual
<br />bundles to protect from the environment
<br />1
<br />Fry busses guamaeos per is tle una snob4sr
<br />cirbra bs paque(a Para pm[egerlos del ambience.
<br />Asherti BCSI*** far more del Information
<br />1lataming to handling and jobsha e catim of
<br />trucces.- -
<br />yea I foPHo BCST pa /rdb Cain etas debt
<br />kit bra elm h y auest ep de less trusses
<br />an
<br />area de traba3d.
<br />HOISTING AND PLACEMENT OF TRUSS BUNDLES
<br />RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES
<br />DON'T overload the crane.
<br />NO sobrccargue b grua.
<br />NEVER use banding to lit a bundle
<br />NUNCA use has atadu,as para levantar un paquem.
<br />A single lift point may be used for bundles of
<br />top chord pitch trusses up to 45' (13.7 m) and
<br />parallel chord trusses up to 30' (9.1 m).
<br />Use at least two IIft ports for bundles of top A Do tot over load supporting
<br />chord pitch tosses up to 60 (18.3m) and paml- structure with truss bundle.
<br />let them trusses up to 45' (13.7m). Use at least
<br />three IIft points for bundles of top chord pitch No cobrerargue la
<br />trusses >60' (18.3m) and parallel chord trusses esbuctura apoyada con el pall de
<br />>45'(13.7rl trusses.
<br />Puede usar 11-1,111 gar de levantar Para Pa- 10 Place truss bundles in stable position.
<br />quetes de busses de Is cuerda superior hasty 45'
<br />y busses de erernaspzralebs de 30', mans Puse paltle trusses en una pashtldn
<br />Use per to mares dos pones de levantar son estable.
<br />grupm de mosses it, enema supener indinada
<br />hasfa 60' y trusses de cuerdas paralelas hasty
<br />45: Use per io memos dos pantos de levanra,ro gmpos de trusses de nrerda superbrindimda
<br />mess de 60' y tm-de crerdas pamlelas mess de 45:
<br />MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES
<br />RECOMENDAC70NES PARA LEVANTAR TRUSSES INDMDUALES
<br />FVrTM Using a single pick paint at the peak can damage the truss.
<br />EI use de un solo lugar to el pion pars Ievantarpnede
<br />hacerdana al truss.
<br />Appmx. t/zy _
<br />Ta011ne TMu55es xasin 3,=)-�
<br />Laeeld SPmeIIIBack tler bares a 1 u mmxl above
<br />mU neMM
<br />-,ale � .........
<br />S� ) �_ spoonCar b -�
<br />sxasTx6 rues Teg Me 4Wn gn
<br />7nussEs xaxrA a S,aRF ro(ee�m)�
<br />0 Hld each truss n position with the erection equipment until top chord temporary lateral restraint
<br />No stalled and the truss is fastened to the bearing Points.
<br />Sosteal cads Buss en pesaa6l con equip, de grua hasra qua he rest'uidn lateral temporal de la
<br />[manta supenor este rnstabdo y at truss esta asegumdo an Ins soportes.
<br />INSTALLATION OF SINGLE TRUSSES BY HAND
<br />RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES
<br />POR LA NANO
<br />Trusses 20'
<br />-" '�. -' Trusses 30'
<br />,t
<br />(6�.1 mu or
<br />(9.s mu or
<br />t _
<br />^, s pport
<br />less, support at
<br />ear peak
<br />quarter pools.
<br />Stpoorte
<br />sopone de
<br />I prto
<br />I. wartos
<br />fos tosses
<br />�.- 7nusses up fo 20' it
<br />de tram, bs
<br />t Trusses up
<br />deea2�pleso
<br />(6.1 m)
<br />busses de 30
<br />(91 m)
<br />Trusses h.- 20 pies pies o mess.
<br />Trusses hasty 30 pies
<br />TEMPORARY RESTRAINT & BRACING
<br />RESTRZCCION YARRIOSTRE TEMPORAL
<br />Refer to BCSI-62**'for more --� Top Chord Temporary
<br />Information Lateral ReStmim
<br />V. el resumes BCSI-B2***its ra cods rn(tiry - (TCTLR)
<br />2x4 m n.
<br />Locate ground braces far first truss directly --'I
<br />I line with
<br />l all rows of to chord tem -
<br />n M e Porary
<br />Iaterai restraint (see table n the next column) C
<br />Coll 1. am,sbes tle therm pat at primer x -g0-`
<br />truss mrectamante en Ifrse con cads una de
<br />bs filas de remb-6n lateral temporal or, la Brace tlrrt buss
<br />cueope superior (uses la tabla an la prdxrma f-securely helore
<br />mlumna). enectlPP of addift-I
<br />DO NOT walk an P1111.
<br />unbrecetl trusses.
<br />` l NO camrn an musses
<br />kos.
<br />F.
<br />STEPS TO SETTING TRUSSES
<br />LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES
<br />1) Install ground b-op 2) Set first truss and attach securely to ground bratlng. 3) Set next 4
<br />trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal
<br />bracing (see helow). 5) install web member plane diagonal bracing to scibillbe the first five
<br />trusses (see below) 6) Install bottom chord temporary lateral restraint and dlagonal trading (see
<br />below) 7) Repeat process With groups of four trusses until all trusses are set
<br />1) tnstam as, amoston de Gels 2) Instals a primer, truss y ate seg-mane al arriostre de
<br />Am. 3) Imlcle in, p ron 4 busses ono restrtccldn lateral temporal de mlembm coda (vea
<br />abajo) 4) InstalInstale el.amil diagonal de la cuerdo superior (yea abajo). 5) Instals am'osbe
<br />diagonal parrs his plans de /as mrembros secunarlos par, esabdice los coma ns on- busses
<br />(yea abajo). 6) Insrale la mWit 'dn lateral temporal y arrostre diagonal para la cuelda inferfor
<br />(uses aWjti). 7) Repea estepmcedfinn-tti en grapes de tvatm busses haste qua [odes /es
<br />trusses. aster PerfaadesMUM .
<br />Refer bp BCSI-82*** for more information.
<br />lea el resumer BCSI-Bra***Fame mess informacklo.
<br />RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
<br />RESTRICC76NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES
<br />This restraint & bracing methW is far all trusses except 3x2 and 4i2 parallel chord trusses (PCrs).
<br />See top of next column for temporary restraint and bracing of PCr .
<br />Este mdiodo de restimdn y arriostre as pat lode trusses except, trusses de cuereas paramles
<br />(TC7) 3x2 y 4x2, ✓ea la pare wpeou, de la oulumrra Para la restioddn y amasm, temporal de PC7s.
<br />1) TOP CHORD - CUERDA SUPERIOR
<br />Truss Span
<br />Top Chord Temporary Lateral Restraint(TCTLR) Spacing
<br />Lorgitud de T coo
<br />Espac,amiarto tle/Arriosfre Temporal de la C mmda Supedo,
<br />Up to 1"
<br />(9 1 m)
<br />10(3 m)oc max
<br />30(91 m)-
<br />45'(13.7 on)
<br />8(24 mac. max
<br />45'(13.7 m)-
<br />60' (18.3 no
<br />6'(1.8 m) o.c. max.
<br />60'(183 m)-
<br />4'(1.2 m) o.c. max.
<br />sly(24.4 m)*
<br />:Comsult a Registered Design professional for trusses longer than 60' (1H.3 ri
<br />Consuffis a un Prefassht-1 Regfsnade de Demna M trusses max
<br />de 60 ores.
<br />2 See Si... for TCTLR options.
<br />tea l BCSI BI pa I octanes de TCTLR.
<br />II�Refe [ BCSI B3-**
<br />fo Gable End Frame re,
<br />stra int/bmcing/ reinforcement
<br />Informal on.
<br />Pam informal sabre recto,
<br />a6b 16nrastrehefuerm pare
<br />Annamnes Nasbales vea el 10 or
<br />resumer SCSI- 83***
<br />Note: Ground trading not shown for clarity. reru red ch mart
<br />qu ppo
<br />F1 Repeat diagonal braces for each set of 4 trusses
<br />Repita los andsotres diagonales pars, cada grape de 4 trusses.
<br />2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS
<br />LATERAL RESTRAINT Webr
<br />& DIAGONAL BRACING
<br />ARE VERY IMPORTANT
<br />iLA RESTRICCION
<br />LATERAL Y EL /
<br />ARRIOSTRE"TT1�1L
<br />DIAGONAL
<br />SON MUY
<br />IMPORTANTES!
<br />10 (3 m) -15' (4.6 m) max. Same
<br />as bottom chord lateral restraint
<br />3) BOTTOM CHORD-CUERDA INFERIOR
<br />Lateral Rests nts 2x4x127 or
<br />greater lapped over two tms5es.
<br />Boltam
<br />1W 3no) -15'(4.6ar-
<br />m)
<br />Section AA
<br />Note: Some chord and web members
<br />not shown for clarity.
<br />:� / Diagonal braces every 30
<br />// truss spaces 20' (6.1 m) max.
<br />Note: Some chord and web members
<br />not shown for clarity.
<br />RESTRAINTS BRACING FOR 3x2 AND 4.2
<br />ARAL'LEL CNORD TRUSSES
<br />RESTRICCIOA YARRIOSTRE PARIIATRUSSE �'r�'� P�1 LELAS 3X2 Y 4X2
<br />I�Ram, 15'14.6 m)` �brA ing P Payal5rtiusc"ls30'
<br />to SCSI-87*** for / rill col max.
<br />more Information.
<br />Vas ef en
<br />SCSI Bl *Para. "
<br />rods rnfbmzcldn. --- --
<br />Apply dagonal brace to verocal�
<br />webs al erd at cantileverano al
<br />bearing locations All lmeral resho ors
<br />lapped at least two busses.
<br />'Top chard lemparary lateral Nslraml spacing shall be 10' a m) a.c. max. liar 3x2 chords
<br />and 15' (4.6 col o.c. for 4x2 chords.
<br />INSTALLING - INSTALACION Dat-af-Plana
<br />�.� Tolerances for Out -of -Plane. Ou[-of-Plumb Max. Bow Truss'wri"o
<br />Tolema- cares F 2-de-Plana. 1zs
<br />Maz Bmr. DI50 in 19 m ram 3.8m
<br />LeriMh ~-Ir��'�n1 114" 1' "ar. 14.6'
<br />FM y_�amh y� } 6mm 0.3m 22 ram 4.5m
<br />M11aa 112' 2' 1- 16.7'
<br />13n 06m 2e min 5.1m
<br />3/4• 3' 1-1/8' 186'
<br />Plumb 19 ram) In9m 29mm 5Tm
<br />Tolerances far line - 4' 1-i14" 2cs'
<br />0 25tmm 1.2o 32 ram 6.3m
<br />Out -Of -Plumb. 1-14. '
<br />Toleol pars D/50 max 32 ram 1.5 m 35 ram T.0 m
<br />Fuera-de-Romans. I 1- 1 fi 11l2" 25.0'
<br />38 ram 16m 38 ram) (7.Bm
<br />CONSTRUCTION LOADING 4511. (21m 454m esm
<br />CARGA DE CONSTRUCCION 2" z6' z• z33.a'
<br />DO NOT proceed with conshuctirn until all lateral 51 min z2a m( 51 ram 10.t m
<br />restraint and bracing Is securely and properly In place. Maximums ill
<br />NO noticed. ron la censhucd6o hasty que topes /as resin, mr Material ors saes
<br />ones/at les yids mashes ester mbradas eo forma Material nu Height
<br />aprol y se9
<br />DO NOT exceed maximum stack he grits Refer to SCSI-.4*** DyPaum 11 (305 ram)
<br />for mare information 16' (4r6 mm7
<br />NO media has akuras as de montrim Vea el resumer .,-shca w 2 111-
<br />BCSI-84**'pans mess nfotruce in.C.creMall 8 (2ob mint
<br />T. 34ars 5'gh
<br />NEVER stuck mal near a peak or at mid span.
<br />NUNCA amonbare, 1 aRvfalex reiea de uo pion.
<br />DO NOT cv,rluad small groups or single trusses.
<br />NO sob-1guepequen'os grans o trusses mdrvmuafes
<br />Place loads y trusses as possible
<br />C,lopue has carpas seemtahtas trttsesmhro sea
<br />Prod"..
<br />Q Fashion load eve load bearing walls
<br />Coloque tax cargos sabre las parades soportantes.
<br />ALTERATIONS - ALTERACIONES
<br />Refer W 6CSI83*** TMssb oloolsh-4derlw.
<br />,ex el resume? Best Bs ••*
<br />DO NOT cut, alter, or drill any structural member of a truss unless
<br />spedfically permitted by the truss design drawing
<br />NO cote, eskers o p.Y-moo miembm esmoctursl de up truss,
<br />eennsqua eW Pspedficamenre parri en at dlbujo def Ill
<br />uss.
<br />F1707M Trusses that have been overleaded during construction or altered withal the T
<br />Manufacturer's prior approval may render the Truss Manufacturer§ limited warranty null and void.
<br />hisses qua se han sobrecargado durance Is constromi o ban side aftmolas sin Is autooIsdiin
<br />prewa del Falbcante de, Tmoses, pueden tracer nub y sn efecto l 9-ol lionfunds del Fbn
<br />ramie deT saes
<br />mdm. gwawm 9 a,Fd rmhas document' tawaawae oar as anr�aaa ,wan Aaw.
<br />xoTa ma o-ess ma�arswrer am son aaa I me Pr®amPtom mat ma w�aaa« a�tl «sae PPemmr (r aaokabkl are
<br />
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