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EOJ
SEE PLA
I
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CONT. L3x3
NOT BY CANAM
BEAM
SLOTS FOR 1!2" DIA BOLTS
3 1/2" GA.
WHERE SHOWN 'I. ON PLAN
2"
JOIST SECTIOfV i
REF ; 71S404, 2 & 3/S413
(BOLTS NOT BY CANAM)
�
SLOT FOR FOR 3/4" DIA BOLTS
5" GAGE
1/4" '
.� On
BEARING ASSEMBL
NOT BY CANAM
W-BEAMJ � `"
SEE PLAN I
1 1/2"
COLUMN DO NOT WELD BC
SEE PLAN TO PLATE - BY OTHERS
GIRDER SECTION A
REF. : NOT PROVIDED
(BOLTS NOT BY CANAM)
ERECTOR/ APPROVER NOTE :
of PANEL
POINT
MORE THAN 3"
P= 200#
i ..,,,.,. TYP
FIELD INSTALLED
(2) L2x2x1/4 (EA SIDE)
NOT BY CANAM
SLOTS FOR 1/2" DIA 9��TS
�„1l2 STD GA 31/2" GA, ��;,
� .... .--- —. . _..JN 'I' ON PLAN
JOIST SECTION 2
REF : 10/5404
(BOLTS NOT 8Y CANAM)
�
� 2�� SLOTS FOR 1/2" DIA BOLTS
EOJ @ 3 1/2" GA.
SEE PLA i
3/16" 2"
n
CONT. L3x3
NOT BY CANAM
P= 200#
MORE THAN 3" REF.: 91S404
of PANEL
POINT
CONCENTRATED LOADS ON JOISTS
WHEN LOADS OCCUR AT A DISTANCE GREATER THAN THREE INCHES FROM A PANEL
POINT, A STRUT ANGLE MUSTBE FURNISHED & INSTALLED (BY OTHERS) IN THE FIELD
TO CARRY THE LOAD TO AN OPpOSITE PANEL POINT AS SHOWN.
NOTE;
APPLIES TO AlL STANDARD, KCS AND SPECIAL JOISTS WITH CONCENTRATED LOA�S.
0
"W"COLUMN
SEE PLAN
DO NOT WELD
STABILIZER PLATE
NOT BY CANAM
JOIST SECTIOIV K
REF : 2/5413
(BOLTS NOT BY CANAM)
� SLOTS FOR 1/2" DIA BOLTS
I 2 1/4" @ 31/2" GA.
WHERE SHOWN e�e ON PLAN
�� 3/16„ 2"
a
�,,;��;; SLOTS FOR 1/2" DIA BOLTS
2 1/4" .. (::i��°�i 1/4" @ 3 1/2" GA.
2
2 1/2"� �2 1/2"
1/8" 2" @ GIRDER ONLY 2" ��8�� JOIST GIF2DER � ��g�� 2„ MIN
7 C � � %7
� BEAM-1 I ' ��� �_ _ �\ �`���,�, ��%���� /�
�� � i
BEAM or GIRDER �� `'�`' �� � KNEE BRACE
KNEE BRACE � SEE PLAN FOR LOCATIONS
SEE PLAN SEE PLAN FOR LOCATIONS
JOIST S�CTION 3 JOIST SECTIOiV 4
REF : 8/S404, 5/S416 REF : 8/5404, 5/S416
(BOLTS'NOT BY CANAM @ BEAM) (BOLTS BY CANAM)
(BOLTS BY CANAM @ GIRDER)
�
i
2 �/2^ SLOTS FOR 1/2"f� BOLTS
3 1/2" GA.
�
1"
i
m _ 2,�z�,
RI
COLUMN-
SEE PLAN
0
ANGLE
NOT BY CANAM
STABILIZER ❑
NOT BY CANAM
� JOIST SECTION L
REF : NOT PROVIDED
(BOLTS NOT BY CANAM)
WELDED-X BRIDGING USE ALL DROPS.
SEE PLAN FOR PIECE MARK HORIZ. BRIDGING
CUT TO FIT IN FIELD
LAP TO BE 2" MIN
�. 11"� � —�r �r � � 1
FIELD WELD
SEE SPEC 5.4
FIELD WELD
SEE SPEC 5.4
1/8��
COLUMN-
SEE PLAN
BEAM
FIELD WELD
SEE SPEC 5.4
�
�
i
I
�
2 1/2" SLOTS FOR 1/2"�J BOLTS
3 1/2" GA.
0
2 1/2"
ANGLE '
NOT BY CANAM
STABILIZER
NOT BY CANAM
JOIST SECTION F
REF : NOT PROVIDED
(BOLTS NOT BY CANAM)
TYPICAL H4�RIZONTAL & CROSS WELDED BRIDGING DETAIL
�� I I �r
FIELD WELD
SEE SPEC 5.4
��� �
����.�
JOIST ARE
STAGGERED
JOIST SECTION 5
REF : NOT PROVIDED
' �- SLOTS FOR 1/2" DIA BOLTS
JOIST ARE
STAGGERED
JOIST SECTION 6
REF : NOT PROVIDED
UPLIFT BRIDGING WELDED-X BRIDGING
CUT TO FIT IN FIELD LAP TO BE 2" MIN SEE PLAN FOR PIECE MARK
USE ALL DROPS.
�r �r- I � r
/
/
FIELD WELD
��8�� SEE SPEC 5,4 ,
FIELD WELD
SEE SPEC 5.4
TYPICAL UPLIFT BRIDGING DETAIL
REF: NOT PROVIDED
118"
GENERALNOTES
t. All p�oducta provided by Canem Steel Corporation In wnnedion
wllh Ihls drawlnB are subJectto Canam Steel Corporalion's
SlenderdTermsendCondlFons(orJolstSeles, Byeccepting
the product, the purchaser acknowledges Ihe� fhey heve recelved
antl reNawea ihese terms antl contlillons.
2. Mlnimum deslgn requiremente lo be per S.J.I. (end S,D,I. When deck
fs aupplied by Canem) letesleditlan, unlass othenvlae noted herein.
3. Paint-One shop coet Grey Primer
(Spacificetions provided upon requesl)
4. The Issuance of Ihls drawing tloes not wnstitule 1ha ecceptence of
a customers order.
I, 5. C�L010, Cenam Steel Coryoratlon. tJneuthorized use of
' lhe drawing and Informelbn pravitled hareln Is sUiclly (oNitltlen.
6. Cam6arw111 be furnlshad on allJals�s and�lalglyders (aee S.J.I.
latesl edllian for epproxlmele cem6er) unteas specifcally modified by
ihe conVact tlocuments. Cambe� and deliection must be consldered
when datailing Gaming adjacenl or framing toJoists argirders.
7. The deslgn fs besed upon load In(ortnallon specitleally submitted la
CenamSleelCorporellon. Naspecialloedsorntherforcasheve
6een proNdetl for unless purcheser hae requaeted Ihem In Wrltlnp.
Such speciel loads or other forces shell Include, withoul Ilmitation;
uplifl,concenireted loeds from mof top unils, exlel loeds Gnm
kicker anBlas, etc.
B. Cenam's eraclian drewinBs herein were prepered usln8 tha SUudural
porUon of Iha conlracl drewings as its primery guide usfng ihe
Archltecturei drawings (when provlded) onlyfor misaing Informetion or
fordarificalion. Cenamdoesnotacceptenyresponsibiliryfor
discrepancies belween the Struclurel and Archltecturel drewings.
ERECTION NOTES
1. This drewing is lo be usad oNy 1or Ihe ereIXion of producle supplied
hy Canem Steel Corporatlon es Intllrated by an erectlon merk on
Ihe plans entl/orseclions.
2. Cenam Steel Corporatlon le not responsible (ar�he handlin8 antl
oracllon ot meterlals il supplies, The desl9n end menufeclure
af lhe meteriels essumes that they ere hendled In eccordance wllh all
eppliceble lews and regulalions. Canam Steel Corporalion Is not
rasponsl6le for eny misheMling ar feliure fo properly erect the meterlel:
3. Cenam Steel Corporelion hes not ezeminetl eny Beld conditlons antl
assumasnotesponsibilityforenyslleconditlone. Purchesermus[
nolity Canam Sloal Corporalion of any discrepencles between
the field condifions end Cenem Steel Corporellon'e Flle end Field
Use drawinga.
4. Any madificetion oFmeterial supplied 6y Cenem Steel Carporatlon
vrithout prior wrltten consent wHl aulomallcally releese Cenem Tiom
all Ilablllty wlth respecl to such maletlal.
ERECTOR'S NOTE:
•IN BAY9 6P�0' OR LES3� THE FOLLOWIN6 APPLIE6
TO ANY COLUMN JOISTS OR J015T5 NEAR A CALUMN:
• THESE JOISTS NAVE N0T BEEN DE9IGNE� TO SIIPPORT
AN EMPLOYEE WITHOUT BRIOOING INSTALLEO.
• THE9E J019T3 ARE NOT 09HA J019T3 DESIONE� FOR
STABILITY PER SIIBPART R 7828.]6'/(eH3J,
• SPECIAL EREC710N METHO�S MIIST BE INCORPORATED.
• EMPLOYERe WILL BE CON6IDERED TO BE IN COMPLIANCE
WITM 19YBJS7�e)(3) IF THEY ERECT THESE JOI5T5
EITHER BV: (1) IN9TALLINO Bft10GIN0 OR OTHERWI9E
STABILILNO THE JOIST PRIOR TO RELEASING THE
HOISTINO CA6LE, OR (2) ftELEASINO TNE CABIE
WITHWT MqVINO A WORKER ON THE JOISTS.
• 00 NOT ALLOW EM%.OYEES ON THESE JOISTS UNTIL
AOEQUNTELY STA9ILIZED.
CONSULT THE OSHA SAFETY STANDARD9 FOR SPECIFIC9.
-IN BAYS GREATER THPN 60'-0, J015T5 AT OF NEAR
COLUMNSSHAILeEEftECTEDINTANOEM(PAIRJWITH �.
ANADJACENTJOIST.ALL9RIDGINGMUSTBEINSTALLEO �
BEFOAE LIFfING AND THE PAIR OF JOISTS M115� 9E
SECURED TO THEIR SUPPORT 9EFORE RELEASING THE
HOISTIN6 LINE 7HI5 RE�IIIREM11ENiMAY BE WAIVE� UNDER
CEftTAINCON�RI0N5. CONSULTTHEOSHASAFETY
STAN�MDS FO(i SPECIFICS.
DESIGN METHOD:
ASD� LRFDD FACTORE�
REVISIONNO:I DATE: I DESCRIPTION
DATE SEM FOR FIELO VSE: 57P5R010
OATE SENT FORAPPftOVAI: 4H62070
0 i T :° � °�s
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OPo.n•.
owiemceowuo�. PLUS
Jolsts end 9too1 DocK
160, Savl� Eilla ftaoE, JacXSandtla, FL, 9225d
Pho�re;(AD1)]01A99BFaa:(p04)TB1�YU04
Eme:l: pm7u�mrom.vm
NM!E:CT VILLAGE ON THE GREEN THTR.
�ocnnoN: CARMEL, IN
*�: SECTIONS
cusroMen: INDIANA STEEL FABRICATING
u+cNREm: pEDCOR DESIGN GROUP
enaixeea: MCCOMAS ENGINEERING
PENEHEOBT: UMKNBY: N.1G �'T•
ioor ioasko anazoio Jacksonvllle ow,mnaNO:
cxECRZOen cncatner: o�ie P�^+E=*�� JE3 Of $
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