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MIN BRG FOR "K" SERIES JOIST
HORIZ. BRIDGING
CUTTO FIT IN FIELD
LAP TO BE 2" MIN
USE ALL DROPS.
MIN
BROGANCHORS
NOT BY CANAM
TYPICAL HORIZONTIAL BRIDGING
PANEL POINT
OF POINT LOAD
rrP
MIN
C�OF PANEL POINT
FIELD INSTALLED ANGLE BRACE, MORE THAN 3"
EACH SIDE OF JOIST. �
MINIMUM LEG THICKNESS 3l16" C�OP POINT LOAD
(BY OTHERS) I
TYPICAL JOIST REINFORCEMENT
AT CONCENTRATED LOADS
� � — — — CONT. HORIZONTAL BRIDGING l
TYP @ TOP AND BOTTOM CHOR�S.
� �/ OD7-399 \
BOLTED-X BRIDGING
� 400 • 799 �/
i � ��
WELDED-X BRIDGING
800 - 899
� BOLTED -HORIZONTIAL BRIDGING
----- UPLIFTBRI�GING
1YP Q BOTTOM CHORD ONLY
�� . __.
I" SERIES
J.
MIN BRG FOR "LH" &"DLH" SERIES JOIST
WELDED-X BRIDGING
SEE PLAN FOR PIECE MARK
BRDG ANCHOR
NOT BY CANAM
MIN BRG FOR JOIST GIRDER
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1�g• V�^� MIN P
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/�,�� TYP
1/8" V 1"` MIN
TYPICAL WELDED DIAGONAL BRIDGING
DRAWING LEGEND �
(00'-0") =ELEVATION
[0"� =SEATDEPTH(WHENNON-STAN�ARO)
<O.OK> =AXIALLOADS
E3 • ERECTION STABILITY BRIDGINO
(MUST BE IN PL4CE PRIOR TO
RELEASING H019TING LINES.)
{� =POINTLOAD-NMOUNTWRITTEN
ABOVE'fHE IJNE
� =MOMEMCONNECTION
• =SPECIALUSE
BOO = BOTTOM OF DECK
DT =�ANOERJ019T-NOTDESIGNEDTO
SUPPORTAN EMPLOYEE WITHOUT
BftI��IN� INSTALlE0.9EE ERECTOR
NOTES FOR ADOITIONAL INFORMATION.
EOD =ENOOFOECK
E00 =ENOOFOIRDER
EOJ =ENDOFJOIST
JBE =JOISTBEARINGELEVATION
OC =05HACOLUMNJ015T
OCSP =05HACOLUMNJOISTNOT(a1COLUMN
LINE, ONE OR EACH ENO.
TOJ =TOPOFJOIST
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WITH BOLTS '
IF BOLTS ARE
REMOVED OR NOT USED
TYPICAL BOLTED JOISi CONNECTION
TYP. KNEE BRACE ATTACHMENT
��a
ERECTOR NOTE:
IF JOISTS HAVE BEEN FABRICATED WITH "OSHA MOLES" TO
ALLOW FOR INITIAL "FIT-UP" OF JOIST OVER 40'-0". THESE
BOLTS ARE NOT INTENDED AS THE FINAL CONNECTION
UNLESS EXPLICITLY NOTED IN THE PROJECT SPECIFIC
SECTIONS. THE SNUG-TIGHT BOLTS SHALL REMAIN AFTER
THE FINAL WELDED CONNECTIONS PER OUR PROJECT
SPECIFIC SECTIONS ARE MADE. IF THE BOLTS ARE NOT
PRESENT THE INSIDE EDGE OF THE SEAT SLOTS MUST BE
`JVELDED IN ADDITION TO THE FINAL WELD REQUIREMENT.
ERECTOR NOTE
BACKCHARGES FORREPAIRS
OR ALTERATION TO OUR
WORK WILL N0T BE ACCFPTED
UNLESS APPROVEO BY
CANAM STEEL
904•7B1-0BBB
DRAWING INDEX
SHT# DRAWING NAME
JE1 COVER PAGE.
JE2 LOW ROOF FRAMING PLAN.
JE3 SECTIONS.
AVAILABLE CONTRACT DWGS
DWG # DATE
S101-S103 02/24/10
S201-S203 02/24/10
S301 & S302 02/24/10
S401-S417 02/24/10
S501 & S502 02/24/10
S601 & S602 02/03/10
GENERAL NOTES
7. All pmtlucls provided by Canam Steel Coiporetion in connection
with thls drawing ere subject to Canem Sfeel CorporeUon's
Slanderd Tertne entl Conditlone farJolst Seles. By accepling
Ihe producl, Ihe purchaser acknowletlges �hel they heve recoived
end revlewed these lercne end condlllone.
2, Min�mum tlesign requirements to 6e per 3.J.1. (entl S.D.I. when deck
Is supplled hy Cenem) lelest edillon, unlass othervflse noted hereln,
3, Peinb One shop coat Grey Ptlmar '
(Spaclficalione provided upon requesl)
4. itie issuence of Ihia tlrewing doas nat conslitule Ihe ecceptence of
e customer's ortlor.
5�010, Cenem 9tea1 Corporetion. Uneuthorized u5a af
Ihe drawing and informetlon provldod ha�eln Is sfrlNy forblddan.
8. Cember wlll be fumishetl an all Jolsls end �olst Altders (sae S.J.i.
latesl etlition for appraximeta cemheH unless spedllcally motllfled by
thewnlracttlocuments. Camberanddaflecllonmustbeconsideretl
when delalling framing atlJacent or framing toJolats or girders.
7. The tleslgn Is basad upan load Infarmatlon specHlcally su6mitted W
Cenem Steel Corporelion. No spepel loatls arolherforces heve
6aen provlded tor unless purcheser hes requested them in wrl Wg.
Such apeciel loede ar other forces ehell inctuda, without Iimifeilon;
uplift,concenireted loeds t�om roof top uniLa, axial loade from
klcke� angles, atc.
8. Canam's ere�0on tlrawings heraln were prepared using the SW cturel
portion o( the conlract drawings as its ptlmary guitle usinB 1he
Architeclurel drewings (whan pmvidetl) only tar missln9lnformaVon or
forcladticatian. Canamdoesnolacceptanyrespanslbillryfor
discrepaneies 6e(ween the StrucWral and ArchltecWrel drawings.
ERECTION NOTES
1. Thls drewing Is lo be usetl only for the erectlon of products supplletl
by Cenam 9feal Corporallan as Indlcated by en ereclion merk on
Ihe plens entl/or seclione,
2. Cenem Steel Carparetton ia not responslble torthe hantlling and
ereclion of materials II suppliee. The deslgn end menutaciure
ofihe meteriels essumes thet Ihey ara hendled In eccordence wilh ell
appllceble lews entl reguletlons. Cenam Steel Carporetion Is not
responsibla for any mishandling orfaiNre to propetlyerecl lha matedel
3. Cenem Steel Corporatlon hea not examinetl any 11e1d condilions end
aseumeanoresponsl6illryfaranysltecondlllons. Purchasermuat
nolify Cenem Stael Corporation of eny tliscrepenGes belween
Ne fieltl contlilions and Canem Sleel CorporaVon's Flle end Fleld
Usa tlrewings.
4. Any modNcallon of materlel supplletl by Canem Steel Corporallon
without prlor written wnsen[ wlll automatically relaese Cenem Gom
ell Ileblllry wlth respect to such metarlel.
ERECTOR'S NOTE;
i
�IN BAIB 80'-0^ Oft LE53, 7HE FOLLOWINO APPLIEB
TO ANY W LUMN JOISTS ORJOISTS NEARA WLUMN:
•THESE JOIST3 HAVE NOT BEEN OESIGNE� TO SUPPOftT
AN EIAPLOVEE WITHOUI' BRIOGING INSTALLEO.
•THESE JOIST9 ARE NOT OSHA JOISTS OESIGNEO FOft
9TABILI PERSUBPARTR19E8.767(n)(3).
• SPECIAL ERECTION METH0�5 MIIST BE INCORPORATEO.
• EMPLOYFAS WILL BE CONSI�ERE� TO 9E IN COMPLIANCE
WITM 1828.757(aJ(3) IF THEY ERECT THESE JOISfS
EITHERBY: (1)IN9TALLINOBRIDGINOOROTHERWISE
STA9ILIZING THE JOIST PftI0RT0 ftELEA5ING TME
HOISTIN6 CABLE, OR (2) RELEASING THE CABLE
WIiHOUT HAVING A WORKER ON THE J013T8.
• �0 NOTALLOW EMPLOYEE9 ON THE3E JOISTS UNTIL
ADE�UATELY 3TABILIZED.
CONSULTTHEOSHA9AFETYSTANDAROSPORSPECIFlCS.
-IN BAYS GREATERTHAN BV�O, JOISTS AT OR NEAR
COLUMNS SHALL BE E(iECiE� IN TNJOEM (PAIw WITH
AN AOJACENTJOIST. ALL BAIDGING MUST 9E INSTALLEO
BEFORE LIfTIN� AND THE PAIft OF JOISTS MUST BE
SECURED TO THEIR 811PPORT BEFOftE ftElEA31N0 THE
HOISTING LINE. THIS ftE�UIftEMENf lAAY 9E WAIVE� 11NDER
CERTAINCONDITIONS. CONSULT7HEOSHABAFETY
9TAN�ARU9 FOR SPECIFIC9.
DESIGN METHOD:
A50� LRFO❑ FACTORECCI
PEVISION NO: I OATE: I I1ESCqIPT10N
�ATE SENT FOR FlELD USE: 5125/2010
OATESENrr'00.APPROVAL q/1812070
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PAona: (B04)T81-0B00 Fac (�) �7�2004
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PftOJECT VILLAGE ON THE GREEN THTR.
NAME:
iacnTion:CARMEL, IN
nne COVER PAGE
cusrwem:INDIANA STEEL FABRICATING
racxirwr: pEDCOR DESIGN GROUP
ENO�NEEft: McCOMA5 ENGINEERING
orumier: wie w+m
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