HomeMy WebLinkAboutSUMMARY SHEETGENERAL NOTES
NOTAS GENERALES
Tinusses am not marked In any way M Identify
Los animas no est5n mancIdos de Rngrn modo que
the frequency or location of temporary trading.
dentifique la firewencia a localizadde de :as arr05tres
Follow the recommendations for handling,
(bmdng) tempomles. Use [as recomendadones de manejo,
Installing and temporary bracing of trusses.
insitaladiin y arram temporal de los trusses. Vea el DO=
Refer to BCS1 1-03 Guide to Good PmctICa_fQ[
BM 1-03 Quil Buena Pr6clica rare 1% ......
Handlinn. Instiflinn , Rm"i 0'
Connected Wood Trusses far .4:Wdat�al`le�d
Information.
Idem ConnecladoS on
Piacas de Mealcam pam mayor Informad6n.
Truss Design Drawings may specify locations of
Las dibujos de disefic, de los Mors pueden especificar
las localizaclones de fos ardoetres; permamentes an los
permanent brachn g on individual compression
members. Refer to the BCSI-R3 Summa
nuembras Indiviluales On compres6n. Vea la hoja res;Iimeo
BCSI-33 cam los anfostres; oemanentes ln�
!��Ernh-r Permanent Bracino(Wel,
for more information. All other
I E=e
mienbros secundarlos (webs) pare mayor n. El
permanent bracing design is the responsibility
resho de arriostres pernnanentes son [a responsal del
of the Building Designer.
Diserfador del Ecifido.
The consequences of improper handling, installing
and bracing may be a collapse of the structure, or
worse, serious personal injury or death.
Lima WL
El resultedo de un manejo, instalarl6n y arrhcaqa�
madecusclos, puede ser Is cada de Is estruchura
o
a6n peor, muertos o hericlos.
Banding and two Plates have sharp edg 'ear
I& glams when handling and safety glasses 'Zen'
cutting banding.
Empaques y places de metbal denen brides
afilados. Use guantes y lentes protectores mando a
cc" las empaques.
HANDLING — MANEJO
R1Allow no mom No Permits mas Use special mrs, in
than 3"of deflec- de 3 pulgadas do windy weather or
ton for Every 10' pandev por cada 10 near power lines
ofspan. ples de barrio. and airports.
Pick up vertical Levante de Is cuerda
bundles at the superior [as gnupos
top chord. verticales de trusses.
ONE WEEK OR LE- MORE TH,kN ONE WEEK
Q'7
OEM
�
Bundles stared on the ground for one
weak or mom should be ralsed by blocking
at Ifto 10'on center.
Los paquetes almacenados an ]a Nam por
una semana a nuis deben ser elevados
on blixques a cada 8 a 10 ples.
For long ten storage, over bundles to pre-
vent moisture gain but allow for venUlatlon.
Pam almacren-amlento par mayor tempo,
oubm las paquems pam prevernir aumento
de humedad peno pernnita verrUladl
Uftlice culdado
medal an djas
ventasess; a cerm, de
cables e1kchricus o de
aeropuertos.
Spreader bar for"
Was bundles
0 0
Check banding Revise los empaques
prior M moving antes de mover ]as
bundles. paquetes de trumes.
& Avold lateral bending. — Evite la flexl6n lateral.
�S]
Do not store No almacene
unbraced bundles verUcalmente los
upright musses sveftos.
HAND ERECTION — LIEVANTAIVIXIENTO A MANO
Trusses; 2V or Trusses 30'or
lese, support less, support at
at peak. quarter points,
Levante nan=
del pro Ina;
trussescle 20
pleas a mencs.
'frusses up to 20' mes 0 mencs. Ifirtusses up to 30' -1,,.
Trusses hase 20 ples -%inuseashastaKiples
HVID I InU — LCVAPI IAMIENTO
Hold each truss In position with the erection equipment until temporary bracing Is Installed and
truss is fastened to the bearing points.
Sostainga cada truss an posid6n con la gr6a haste qua el an-lostre ternponal esibi ma�lado y el
buss asegurado an los soportts.
Do not lift truoss over 30' by the peak.
No levante del plo; [as trusses de mis de 30 Pies.
Graa�r than 3
l de qn nie
HOISTING RECOMMENDATIONS BY TRUSS SPAN
RECOMMENDACIONIES DE LEVANTAMIENTO
POR LONGITUD DEL TRUSS
60' or less
Approx. 112 �J
truss length
Tagline -JL TRUSSES UP TO 30'
TRUSSES HASTA 30 PIES
Tg. �.\ / To-.n
Spreader bar 1/2 to
213 truss length
Tagline TRUSSES UP TO 60'
9j7TRUSSES HASTA 60 PIES
1-tood. Spreader bar Affach
above or stiffix. 10' O.C.
mid-helght I A X - I
Spreader bar MID
3(4 miss length,
TRUSSES UP TO ANDOVER 60'
TRUSSES HASTA Y SOBRE 60 PIES
BRACING — ARRIOSTRE
Refer to BCSI-B2 Summary Sheet - Two Installs -
ban and Temocrary Bracing for more Information.
Vea a[ res6mon BM-132 - Instalad6n ds Tru�
y Arr Temporal pare mayor Informackn.
Do not Walk on unbraced musses.
No camme eri trumes well
Locate ground braces for first nss dimc+Jy
In line with all rows of top chord temporary
lateral trading.
Colocium Its arriostras de berm para a[
primer truss directamente en Ifnea con
care una de las filas de amostres laterales
temporales de III werda superior.
4 Brace first trum well
AWbefore erection of
addiffio
net buzes.
Top Chord Temporary Lateral
Bracing (TCTLB)
nin.
BRACING FOR THREE PLANES OF ROOF
EL ARRIOSTRE EN TRES PLANOS DE TECHO
This trading method is for all trumes except 3x2 and 4xi? parallel chord trusses.
Este m6todo de arriostre es Para todo trusses excepto thruoes de mercies paralelas 3x2 y 4x2.
1) OP CHORD — CUERDA SUPERIOR
Tmss Span
Top Chord Temporary Lateral Bracia (TCYLB) Spacing
Longitudde-framo
Espaclandento del Artiostria Temporal cle la Cuerda Superior
Up to 30'
10' o.c. max.
Haste 30 ples
10 Ples m6ximo
30'ta 45'
8. o.c. max.
30 a 45 ples
8 ples m6mmo
45'W 60'
6'a.c. max.
45 a 60 ples
6 plas m6ximo
60'W 80'-
4' o.c. me..
6D a 80 pies*
4 ples m6ximo
:Consult a Professorial Engineer for trusses longer than 60'.
Consulte a un ingeniern pare trusses; de mas de 60 ples.
Sm BCSI�132 for TCTU3 options.
Vea el BCSI-B2 pam las opciones
de TCr-B.
far W Il
Repeat diagonal bores.
V—�el nesiimen z
BCSI-B6 - Articelm Repilai los arriostres
del tru, terminal diagonales.
de un techo a dos
.au�s. Set first five noes with spacer pieces, then add diagonals. Repeat
qrocess, on groups of four trusses until all tru� am set.
linstale los cinco primerce, truoes can macladores, luego las arrosms
claganales. Replica 6ste procedimiento an grupos de cualon trusses
haste qua bodice ce, noces estdn instalados.
2) BOTTOM CHORD — CUERDA INFERIOR
Lateral braces
Zx4xl2'lmgth lapped
over two busses. ,
I(Y-15' max.
3) WEB MEMBER PLANE — PLANO DE
1
Se
as bULWill UIVFU
lateral bracing
Diagonal braces
every 10 trusa;
spaces (20' max.)
Some chord and web members not shown for clarity.
Some chord and web members not shown for clarity.
DIAGONAL BRACING IS VERY IMPORTANT
46 1EL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 46
BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
EL ARRICISTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
Refer to BCSI-137
Maximum lateral brace spacing
Summary Sheet
10- o.c. for 3x2 chords
- Rmcorary and
"15
IS- o.c. for 4x2 chords
Diagonal braces
Ecananent Bradno
10!
-7
every IS two
9 Q[ Parallel Chord
spaces (30' max.)
si�ac� �(I�Qx)
TIM for more
Infomnadon.
Vea el restimen
BCSI-B7 - Arrostre
temooral v
cermamente de
iagonal
The end d.1
twoss; de cuedaIi
brace for antlevered
caralpla para mayor thrussesmustbeplaZoed
Oatem"albm.
Informad6n.
on vertical webs in line
2x4x12' length lapped
with the support.
Over two anusses.
INSTALLING — INSTALACION
Tolerances for 0.t�f-Plane. — Tolerances pare fuem-de-Plano.
MaxBl Max.BVV
Max.
Bow
Trus
Lengtsh
lj� �np]I
314-
125
—V/8'
14.6'
TbIcrances for
-D/50
6 (ft.)
167
Out -of -Plumb.
IL4'
-1!;-"
1-1/8-
.18.8-
Tolerandas pare
1/2'
2-
1-11W
20.8'
Fuera-de-Plomada.
I-N8'
22.9'
Plumb
-3/4'
a
SCANNED
',,/bolo
V
4'
1-112,
25.0'
1-1/4'
5'
1-3/4'
292
BY DISO In.
1:1M
- If
2-
e33.3;
St. Lucie County
1-3/4'
7-
2-
��87
CONSTRUCTION LOADING — CARGA DE CONsTRUCCION
Do not proceed with constnuc; ton until all bracing is securely Maximum
Sback Height
and properly In Place. - for Materials on Trumes
No proceda can ]a oonstruccicin hasta qua tOdos; los arrostres
Helgh� (h)
esibin colocidos an fame aproplada y segum.
Board
12
&Do not InIceed maximum stack heights, Refer 6 RCSI- L I . I
Summary qheet - Construction Load no for mom Inforroalflon. i �`xvov` Bock a
FIN. 3A fl7s high]
No exceda las m6x!mas allnums; monmendadas. Vea el resilmen I
BCST-B4 Came d, Consbucckn Pam mayor Informackin.
& Do not overload small groups or single trusses.
No sobrecargue peqUefiOS grupos a trusses indivIduales.
Place loads over as many trussIs as possible.
ColDque las cargas sabre tantos trusses; como sea posible.
Posbon loads over load bearing walls.
Coloque las cargas sabre [as Paredes soportimbes.
ALTERATIONS — ALTERACIONES
Refer to RCSI-BS Summary Sheet - Tcum Damage Jobsite Modificataiti and Installation Enrocs.
Vea el ro6men SCSI-B5 Dahos de bul Modtficacioners en la Otm v EmoraS 41 InStalad6O
Do not cu� after, or drill any structural member of a truo unless
specifically permitted by the Truss Design DmWng.
No ones, altere a perfore ning6n mlembro de los
trusses, a mencs que estd espectficamente penniddo an a[ dib6io
del diseflo del muss.
Trial that ham been Overloaded during construction or altered without the TWO Manufacturer's
prior approval may render the Truss Manufacturer's limited wairanty null and vold.
Trusses qua se han sobnecargado clurante Is construccl6n a han sido alterados; sin una autorhad6n
preyla del Fabricante de Trusses, pueden reduchr o ellmmar la garantia del Fabl-canta de Truoas;.
I Norre-rt,V-rnm V,M"W I
111t,krdemgoar�ng ffivnthvm,appsslxn,wmle�onft�m��Rt�and InrxImIJxnaxt1nVJ hx�.
fir:ba.. 9 0 A
M CX17-ol&oy"ll
)OD TRUSS COUNCIL OF AM ERICA
TRUSS PLATE INSTITUTE
saw antemme Lane - Madeon, M 0719
218 N. I.VV St, 9�. 312, 9exaMim, VA V314
20050501