HomeMy WebLinkAboutSUMMARY SHEETGENERAL NOTES
NOTAS GENERALES
Trusses are not marked in any way to identify
Los trusses no estan marrados de ningun modo qua
the frequency or location of temporary lateral
iden6fique la frecuendao localizad6n de resWco6n lateral
restraint and diagonal bracing. Follow the
y anfostre diagoml tempoales. Use las recomendadones
recommendations for handling, Installing and
de manejo, instalation, reemod6n y amosne temporal de
temporary restraining and bracing of trusses
dos trusses. Vea el folleto BCSI Gum de Buena Pacta
Refer Do BCSI Guide to Good Practice for
No all Maisie. Inattlackin. Restriccidn v Amostne de I
Hand no Install no. Restrairring & Bracing of
Tmssns de Madera Conectudoes ran Places de Metal pat
Metal Plate ConnEEbbj Wood T Sera for more
information mas detallada.
detailed inkrtnaMn'
Losdibujosded!sefiodelostrusses puedenespedficarlas
Truss Desian Dmwfnas may sneciN locations of
Ioallreddnesda reitrlflinn Mreml rwmnarvini refuerm
individual muss members. Refer N the BCSLB3 resumer KELD3 - Rest, a 6n/An'mtre Peananente de
Summary Sheet - Permanent Cuerdas v MI mbro Swindledos pare mas infnnaddn.
ofChords&WebMembers for moreinformation. El rego de lips dice -nos de amostres permanentes on IS
All other permanent among design is the responsab!Iidad del Dise,5ador del Edilli
responsibility of the Building Designer.
QThe consequences of improper handling, erect-
ing, installing, restraining and bracing an result
in a collapse of the structure, or worse, serious
Personal injury or death.
-B resultado de un manejo, levenamiento,
instalai restrioon y armotre incomedo puede
ser la Saida de IS estructum o ai peor, heridos o
muertos.
QBantling and truss plates have sharp edges. Wear
gloves when handling and safety glasses when �regn
cutting banding.
Empaques y pleas es metal linen hordes
affladicome It Use rques. s y lentes protectores cuantlo k
mite lips empaques.
HANDLING - MANEJO
a Avoid lateral bending. - Evite Is Flexion lateral.
' Q Use special are in
windy weather or
near power lines
and amports.
8 The contractor is responsible for properly
receiving, unloading and storing the trusses
at the jobsite.
El contratista lien la responsabflidad de
recibir, descrargar y almacenar adectada-
mente los musses an IS obra.
RY� t � � ✓ l
w
QIf trusses are to be stored horizontally, place
blocking of sufficient height beneath the
stack of trusses at 8'to Won center.
For trusses stored for more than one week,
cover bundles to prevent moisture gain but
allow far ventilation.
Refer to BCSI Guide to Good Practice for
Handfirm Installing Restalnimn & smi
of Metal Plate Connect
for more detailed Information pertaining to
handling and jobsite storage of trusses.
Si Its musses Galardi guardados horizon-
talmnte, pangs, bloqueando de aitum
suridente det3'as de la Pilo de lots busses.
Pam trusses guardados par mas de una
samara, crime dos Paquetes Pam prevnir
aumento de humbled pero permita vent.
lation.
Vea el folleto EM Quiet de Buena Pract'cA
e el manejo y almacenado de
area de trabajo.
Udlice mldado
especial an dias
ventosos o era de
cables elkirims o de
aeropuertos.
Spreader bar
for truss "
" O O
QUse proper rig- Use equipo apropfado
ging and Misting paal9ewmar In
equipment Improviser.
Do not stare No almacene
unbaced bundles vertialmente Ira
upright. trusses suelms.
HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES
RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSE
QWarning! Doi overload the cane.
iAdvertencial No sobrearga la gnia!
Never use banding alone m lift a bundle.
Do not lift a group of individually banded bundles.
Nunes use solo Its empaques pare levantar un paquere.
No levante un grupo the empaques individuales. „r -
21 A single lift point may be used for bundles
with trusses up to 45'.
TwoliR polntsmaybeused -for-bundles with -
trusses up W W Q Warning! Do not over load supporting
Use at least 3 IIft points for bundles with structure with truss bundle.
trusses greater than 6W.. iAdvertencial No sobrecargue Is estrucbxra
Puede user un solo lugar de le rantar pans apoyada con el paquete de trusses.
paquetes IS trusses hasty 45 pies.
Puede user dos punters de levantar par Mace truss bundles in stable position.
paqueteds mas the 60 pies, Puse paquetes de trusses n una position
Use por to mends time punters de levantar pare estable.
paquetes mas de 60 pies.
INSTALLATION OF SINGLE TRUSSES BY HAND
INSTALACION FOR LA MANO DE TRUSSES INDMDUALES
Trusses 20' ` Trusses 30' or
or less, sup- f less, support at r
port at peak. quarter points.
levante Levame de
del pica lips Ids marine
trusses de de tramo lips
20 pies o I Trusssses hastasses; up 20 pi 20'i t plea a m nocle s. �Trusssses hasses sta30Dens
memos.
)OISTING OF SINGLE TRUSSES - LEVANTAMIENTO DE TRUSSES INDIVIDUALES
Hold each truss in position with the erection equipment until top chord temporary lateral restraint
is installed and the buss is fastened to the bearing points.
Sonelli ada truss an position con equipo de 9r6a hasta que la resWcd6n lateral temporal de IS
cuerda superior est6 instalado y at buss EEO asegurado en los soportee
Q Warning! Using a single pick -point at the peak
an damage the muss.
iAdvertenda! B use de un solo lugar parr
levantar en el Dim puede hacer dano al truss.
HOISTING RECOMMENDATIONS FOR SINGLE
TRUSSES co' or less
RECOMENDACIONES PARA LEVANTAR TRUSSES
INDIVIDUALES
aglire
TSSESpTOao• _
header bar raussEsH AsrA3o vlEs
Tyr ,In AlEtCh
irate Spreaderte 10 of
Spreader bar l2 to above or suff ack max
I`� ss
2r3 times length . mNaneight
Taghrx raeFS up To so• +
musses NASTA so PIss �
SpreederbergLito
&4 Was length
—�
ZU!o SHAsrAYsdBRE tie PIES
TEMPORARY RESTRAINT & BRACING
RESTRICCION Y ARRIOSTRE TEMPORAL
Refer to BCSI-82 Summary Sheet -Truss
a
Installation& Temooary Restmint/Bracfna for*L&MI
Chord Temporary
Restraint
more Information
LR)Vea
el resumen BCSI B2-Restrlttf6n/min.'
Anfostre Temporal
Instalation de lipsTrusses
y
pare mas informs kin.
Locate ground braces for first truss direNy in
line with all rows of top chord temporary lat-
eral restraint (see table in the next column).
Coloque Its annostres de be" paa el primer
truss direchimente n lines, ran ada una de
Brace first muss
has files de restriction lateral temporal de to
���+++pppE—securely before
cuerda superior (vea IS table an IS Proxima
/® Direction of additionalcolumn).
/ n trusses.
c Do not walk on unbraced
trusses.
® No amine an busses
suehos.
STEPS TO SETTING TRUSSES
LAS MEDIDAS DE LA INSTALLACIUN DE LOS TRUSSES
R1I) 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 bung to stabilize the first five busses
(see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below).
7) Repeat practise on groups of four busses until all mosses are set.
1) Iristale lips amostres de Dena. 2) Instale el primero no y ate segu2meme al amostre de
tierce. 3) Instale lips pr6xfma cuatro trusses ran re5tncrf6n lateral temporal de mfembro mrto
as abajo). 4) Instale el ariashm diagonal de IS Guardia superior (vea abajo). 5) Instale arri ¢are
diagonal paa lips planers de los miembms secundaricsDeal estable Jos primeros dnco tries
(vea abajo), 6) Instale IS restriction lateral temporal y amostre diagonal pare la cuerda Inferior
(vea abajo). 7) Repita iste procediminto em grupos de cuatro busses hasta que [odds lips trusses
esten instalados.
Q Refer to OCSI-B2 Summa,h r for more
Information.
Vea el resllmen BCSI-B2 - InstalInsfelacifin de Juslasi v Arlostre Ternmral pare mayor
informaci6n.
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
EL RESTRICCIUN/ARRIOSTRE EN TODOS PLANES DE TRUSSES.
This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses.
Este method de restriction y amostre es pans tddo mosses excepro trusses de cuerdas paalelas
3x2 y 4x2.
1) TOP CHORD- CUERDA SUPERIOR
Truss Span
Top Chord Temporary lateral Restraint (TC LR) Spacing
Lon itud de Trams
Espadamiento del Arnostre Temporal de IS Carbide Superior
Up to 30'
10' D.C. max. -
HasmW 30 in-
10 pies maximo
30' to 45'
8' D.E. max.
30 a 45 pies
B Pass maximo
45' W 60'
V o.c. max.
45 a 60 pies
6 pies maximo
60, to 801*
4' o.c. max.
60 a 80 pies*
9 pies maximo
*Consult a Professional Engineer for trusses longer than 60'.
"Consult¢ a un ingeniem pans busses de mas de 60 pies.
/
21 See BC4.B2 for TCT R options.
Vea el BCSI-82 pare las opdones de TCTLR.
Refer to BCSI-B3 SUM -
mary Sheet -Permanent
Resbani ng of Chords
& Web Members for Gable
End Frame r=t/bmcing/
reinforcement information.
Pam mformad6n sabre '
resM¢p6n/anicstre/refuerzo -
Repeat diagonal
pam armai de hastial vea
braces for each set of
al resumen BCSI-133 - Re-
4 trusses.
striod6n/Arriostre Ground bracing not shown for clarity. Repita loss amsotres
Permanents de Clmrdas v
diagonales pam ada
Miembros Secundadds.
grout, Me 4 musses.
2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS
agonal
LATERAL RESTRAINT
Bracing
& DIAGONAL BRACING WED Members
ARE VERY IMPORTANT
iLA RESTRICCION
LATERAL Y EL
ARRIOSTRE
DIASON
Bo omchores
MUAL
SON MUY
IMP.ORTANTES!
Diagonal Braces every 10
truss spaces (20' max.)
Q_
L 10'-15' max. Same spacing as
bottom chord Lateral Restraint
Some chord and web members
not shown for clarity.
3) BOTTOM CHORD - CUERDA INFERIOR
mute al Restraints - 2x4xl2' or
greater lapped over two busses.
Diagonal Braces every
10 truss spaces (20' max.)
10'-15' \ 'I /Some chord and web members
max. \V not shown for clarity.
RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
LA RESTRICC16N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
Refer W B6I-e] Diagonal Bracing
Summary Sheet 10' dr 15"�Repeat Diagonal Bracing
oarv&Per- _L 7� R every l5truss spaces (30')
mane
-Ternm Restraint/
Brac'no for Parallel
Chord Truss es for
more information. '
Vera el resumer Apply Diagonal Brace to
B I -BBC ]�-R sd'14, vertical webs at end of
cidnvraly a
Temonumlcantilever and at beating AIILateral Restraints Permanent¢ de locations. lapped at least two trusses.
Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shall be
Pangele pans mas 1U o.c. max. for 3x2 chords and 15' o.c. for 4,2 chords.
informacf6n.
INSTALLING - INSTALACION IC7C.fPlan.
Tolerances for Out -of -Plane.
Tolemncias pare Fuera-de-Plano.
Max. Bow
FF.S.B. Length --CIA/
LB^9�' ~M
Max Bpv 1
Length
p
Plumb
-ca fo`. kb
TOuemfnPlumbr
TOlerandas pare D/W mat
Fuera-de-Plomada. -
CONSTRUCTION LOADING - CARGA DE CONSTRUCCION
LOutof P]pmb
••.D(R)..
Max.
Bow
Truss
Length
0150
314'
12S'
1/4'
1'
]IB'
14.6'
1n"
2•
1'
16]'
3l4'
3'
1-1I8"
18.8`
4'
1-1/4"
20.8'
i-tl4"
5'
1-t12"
6'z
t-irz••
25..0
tv
13/4"
292'
2'
a33.3'
Do not proceed with construction until all lateral restraint and
bracing is securely and properly in place.
No procetla con IS construcci6n haste que bodes has restric-
clones lateralas y lips arriostres asten coloca dos en forma
apropfada y segum.
Do not Exceed maximum stack heights. Refer m BCSI-134
Summary Sheet - [onstmction Loading for more information.
No ecceda pas maxfmas altums recomendadas. Vea el res6men
BCSI-B4 Cato, de Construccicin pare mayor infonnaci6n.
�Max um Sfe�THwpht
fpffAalalldlynTrY53-ea�
Material
Height-
Gypsum Board
1T-
PlynoodorOSB
16'
Asphalt Shingles
2bundles
Canoe@Block
W
Clay Tile
3i tiles high
Do not overload small groups or single busses.
No sobreargue pequenos 9mpos o musses individuales.
GNever stack materials near a peak.
Nunes amontone material cera del pico.
Place Inds over as many busses as possible.
Coloque las argas sabre tantm trusses como sea posible.
QPosition loads over load bearing walls.
Coloque las argas sabre has paredes soporlantes.
Truss mating not
ALTERATIONS -ALTERACION ES shaven fai lanty
aRefer to D .
Vea el resumer
Do not cut, alter, or drill any structural member of a muss unless
speofially permitted by the Truss Design Drawing.
No mite, altere o perfore ningun mlembro estructural de Its
trusses, a marine que este especifiamente perimbdo n el diti
del disefio del truss.
Q Trusses, that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may rentler the Truss Manufacturers limited warranty null and void.
Trusses que se han sobteargado dumnte Is cone nrcd6n o han sido alterados sin una autoriracdn
Drava del Fabriante de Trusses, pueden reducir o eliminar IS gamntia del Fabdante de Trusses.
N01e: TM Tnss Manufacturer am Taua Designer j'ontMpresumption thic tM Cmmeter and vane oPrEta(f applloWe)are
pref¢Aones Win f11e roach, to Model Me vmtk they hare mimed m tb an any husen poned. If Mae contactor bell a needs
aa'aime In some asPH of Me ran.. ptalgC It sMNd seek asiffirre ten a rani ¢mat ra,. Ttle medeair and puwa]urts
alNllxV in this Moment are lnteMN m ensure thatbre Disease m Cmtlbn trMniques enteral urill put ire imaes irrta data WELY.
These uavmmeMatiore fen handling. imhlling, reaf2lNng and bead, buses are based upon the mllcmre expmcna of leading
resomet Imalvtdwith buss desen, ntnufamure aria lnffindiren, but nW, due mCa nature of resputL[Jalg Imo idle, W presented
and, as a GUIDE far use bra qualifier Wilding Designer a Conbacta. It Is not Wendell Mat base rttommenYtbns he InRrWHed a$
Superior Nfor Building Essighers dad, speilbdon fs hurdling, under restraining and bear, t erataM It does not Poi Me
use of odw appraised, meMads for ueNairrgN2[ ng and prwH're pai for Meroen; mWmny naps, rods, and all Me indam aged
Mxbnd bullrig farmsteads as determined!by Me combine, Thus, whi and hut express, astlm aarty mr ear billy her, damage,
andig from Me me, appNa�edor ue-a as an Me hxnmmendadon and InfemMar aden Laed MPn
n°rre"°s^en^ AM -
TRUSS PLATE
63M Sharpness, lane, Madison, col 53719 218 N. tee St, Ste. 312 • Ne aria, VA 22314
608/2149e99 • wwwsWMuhmourn 703/683-1010 • vmvi.t enal
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