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LO1/V ROOF FRANIIiVC� PLAN:
SEQ. SEE CHART REF, S3o1
1. THE TAG END OF THE JOIST IS THE END AT WHICH
NOR?H THE PIECEMARK IS LOCATED.
2• O DENOTES JOIST CONNECTION ( TYPE SEE JE3).
3. O DENOTES GIRDER CONNECTION ( TYPE SEE JE3).
4. LL DEFLECTION = L1360. �
5. BOLTED CONNECTION NOT @ COL's SHOWN •�� aN PLAN.
6. ALL JOISTS & GIRDER BEARING W COL'S ARE W10x49 UNO.
7. 900 - 920 (L2"z0.156x5'-2") RACE ONLY IF REQ'D BY DESIGN, SEE PLAN FOR LOCATIONS�
8. FOR SECTIONS 5EE JE3 of 3.
NET 11PLIFT = SE� DIAGRAM �
L J
ADDITIONAL BRIDGING DUE TO UPLIFT UPLIFT BRIDGING DETAIL
UPLIFT BRIDGING MUST BE LOCATED
A SINGLE ROW OF HORIZONTAL BRIDGING LOCATED PER DIMENSIONS (WHEN PROVIDED)
@ THE FIRST BOTTOM CHORD PANEL POINT @ EACH SHOWN ON PLAN. BRIDGING MAY BE
END. TYP. @ EACH JOIST. SHOWN----ON PLAN. LOCATED EITHERSIDEOFTHEJOIST
THE UPLIFT BRIDGING SIZE IS THE SAME AS THE 60TTOM CHORD PANEL POINTS.
REGULAR BRIDGING SIZE FOR THAT BAY.
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GENERAL NOTES
1. All products provided by Cenem Steel Corporafion in conneclion
wlth lhis drawing ere subJect lo Cenem Steel CorporaVon's
' Stendettl Terms end Conditians forJoist Selea. Byaccepting
.1he product, the purcheser ecknowledgas that thay have recaived
antl reviewed lhese lertns antl contlitione.
ALL JOIST TO RECEIVE p, Minlmum design requlramente to be perS.J.I. (end 5,0,1, when deck
1.OMILSJIGREYDIP �eaupplledbyCanem)IeteatedWon,unleseofhervASenotedhereln.
PR�MER. 3.Pein1-OnaehopcoetGreyPrimer' �
(Specificelfone provided upon requesq
4. The taeuance of lhie drewtng doee notconstlWte the eccepience of
e cuetomers order, �
6�0f0, Canam Staal CarporeUon, Unauthodzed use ot
lhe drewing end Informetlon provided hetein is shictly farbidden.
D8. Cam6erwlll be (umlahad on ellJolsls endJolel girclers (eee S.J.I.
lalosl ediilon for epproximete cem6er) unless spedfcally modifled by
IhewnUectdocumente. Camherenddallecllonmusf6econsldeted
when datelling fram(ng edf ecant or (raming toJolele or glydere.
7. The dealgn le heeed upon load informallon apeciflcelly submitlad to
Cenem Steal Corporalfon. No speclel loeds orothorforcae heve
}' J J J J J J -� -i -� J J J -� J J J J,J _I J J J � J J J J J J been provltletl for unless putchaserAae �equasled lhem In wrlting.
� J O J ❑-1 ❑ J Q J ❑ J �_I ❑ J � J ❑ J ❑ J ❑� p� O� � J Q J � 3uch speoiel loatls orotherforces shell include, without IImlWtlon;
- 11 I Y Y Y Y Y Y Y Y Y Y Y Y Y Y y X Y Y Y Y Y Y Y Y Y Y Y Y Y`� Y Y uplift,concenlreted loetls from roof top unlls, arlel laeds fmm
o v o 10 eo m w�n c+l w r I� r tO , rn�n rn v) � cc � I� M m oo �n m r) p�O p er klcker engle9, etc.
cC I� GG 1� 47 c0 f0 ui h�fi p7 cV (�i fV <G �f7 fG �(> ch N c7 N f: �7 cD � o� o� (O Ih eD h
B, Cenem's areclion drewinga hareln were prepared us(�g the SWdural
� �p ' _ • ` • ° portionofthecontrectdrewingeaslteprimeryguldeuefn the
��.J � � � � � +ro � � � � . � � � � � � � Archltecturaldrewinga(whenprovided)onlyPormisaingi9nformallonor
�n � r .- � M �`'� M c�+ ch r � � � e- �" forderificetion. Cenemdaesrwtaxeptenyresponsibllityfor
� N O O O � O� � O7 p> q O O u� u� O� dlscrepenGeshetweenlheStructurelandArchitecturaldrawln9s,
" `� 3�-9�� u' `� `O � � `r `" a `� �' `O `° `° `� ERECTION NOTES
� 1. This drewing is to be used onlyforlho eroction of producle aupplied
6y Canem Sleel Corporatlon as Intllcated by an erecllon mark on
�ha plens endlor sediana.
I 2, Canam Steel Carporatlon ia not responaible for the hendlin8 end
ereclion aF meteriels Ileuppliee. The deslgn end menufeclure
of the materlela eseumee fhet ihay are hendled In eccottlence wl�h all
TAG END eppllce6le lexa and regule6ona. Cenem Steel Carporetlon ia not
10
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60G17NSP1
REF : 7JS302
�espansible for eny mishendling or fellura to properly erect the materlal�,
3. Cenem Steel Corporelion hes not ezamined eny Oeld condiGons and
aseumesnoreaponsibllltyforanysllecontllNons, Purchesermust
nolify Canam Sleel CorporaGOn of eny discrepsncios between
Ihe tleld condillons end Cenem Sleel Corparelion's Flle end Flald
' Use drawings,
4. Any modifwlion oFmeteriel supplied by Cenam Sleel Coryoretlon
without prlor written consentvAll eufomatically retease Cenem tiom
n all Ileblllty wlth reapeclto euch metedel.
1 JJ -1...1 JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ J "'�J J J �
�J ❑J �J ❑J O_I ❑J ❑_I OJ ❑J �J OJ Q�l ❑� �J O� ❑� I
YY YY YY YY YY YY YY yY YY YY YY YY YY YY YY YY
1n � n� �T: I� IA N In N In N N N In N l[� (y tn N In N IA N t[7 N �. 1� n� 1{) I�
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In In O O Q � W 01 W m O 4 C? !n ln �
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TAG END
60G17NSP2
REF : 3/5302
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I ❑J ❑J OJ O-� ❑-� QJ OJ ❑J �J O-� OJ OJ �J �'J OJ �-� I
YY YY o� YY YY YY YY YY YY Y`-t YY YY yY YY YY YY
wN ma r-v nv rv, n;v, i.v nv, i.v, nv rv nv 4O1 mc� aoa
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TAG END
BOGI7NSP3
REF : 4/5302 �
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C& C ROOF NET UPLiFT ( PSF) WITH ZONE
T O- V�9
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NET UPLIFT = GROSS UPLIFT - 11 PSF (8 PSF +3PSF SELF WEIGHT)
REF.S402
ERECTOR'S NOTE:
-IN BAYS 80'�0' OR LE55, THE FOLLOWINa APPLIES
TO ANY CALUMN J015T5 Oft JOISTS NEPRA COW MN:
•THESEJ015T5 HAVE NOT BEEN �ESIGNE� TO SIIPPORT
AN EMPLOYEE WRMOUT BRIDGINO INSTPILE�.
•THESEJOIST9AREN0T09HAJ019T90ESIGNED FOR
STABILiry PER SUBPART R 1828.767(ex3).
• SPECIAL ERECTON METH0�3 MU9T BE INCORPORATED.
• EMPLOYER9 WILL BE CANBIOERED TO BE IN COMPLIPNCE
WI7H 1928.767(ax3) IP THEY EftECT7HE5E J015T5
EITHERBV: (1)INSTALLINGBRI�GINGOROTHEAWISE
STA8ILRING THE JOIST PRIORTO RELEASINO THE
HOISTINO CqBLE, OR (2� RELEA6ING THE CA9LE
WITHOUT HAVINO A WOftKER ON THE J015T3.
•�LALIOW EMPLOYEES ON THESE J019TS UNTIL
AOEOUATELYSTABILRED.
CONSULT TNE OSHASAfETY BTANDAR09 FOR 9PECIFICS.
-IN BAYS GREATER THAN 80'-0� JOISTS AT OR NEPR
COLUMNS 9HALl BE ERECTED IN TAN�EM (PAIR) WITM
ANADJACENTJOIST.ALL9RI�aINOMlIS7BEINSTAU.ED .
9EFORE LIFTINO AND THE PAIR OF JOIST9 MIlST BE
SECUREO TO THEIR 911PPORT 9EFOftE ftELEA51N0 THE
HOISTING LINE. TMIS RE�IIIREMENT MAY BE WAIVEO UN�ER
CER�qINGONORI0N8. CONBULTTHE09HABPFETY
STANOAROS FOR SPECIFICS,
DESIGN METHOD:
ASD �❑ LRFD� FACTOREDO
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SEQ-10 �ATESENTFORFIELDUSE: 5/252070
��� OATESENTFORAPPROVAL: 4N02070
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SEQUENCE PLAN
REF. SEQ-5301
� a�� $�
�[Iw Ou1MIr10 ��IOM
a�us :
/
• ---- H1=L1x1x0.109
H2 = L 1 1/4x1 1/4x0.1b9
CONTINUOUS HORIZONTAL BRIDGING
TYP @ TOP AND BOTfOM CHORDS.
LOCATE AS SHOWN ON PLAN.
SEE SHEET JE3 FOR SECTIONS.
• ----------- UPLIFT BRIDGING
H1 = L 1x1x0.109
H2 = L 1 1/4x1 1l4x0.109
SEE PLAN FOR MARK NO AND LOCATION.
SEE SHEET JE3 FOR SECTIONS.
� aoo - �ss
WELDED-X BRIDGING
L 1x1x0.109
SEE PLAN FOR MARK NO AND LOCATION.
SEE SHEET JE3 FOR SECTIONS.
�------__.__... . _. _ _. .
Jeiees ana stoel ooek
140,9oWpEilleRmO, Jnckeonvillo, FL, 32254
P�o�ro: (804) 791-0898 Fae (904) i8f-3004
Emeil:qnfar�mnemwe
pryqMECT VILLAGE ON THE GREEN THTR.
�acanoN:CARMEL; IN
\\\a `iine LOVV ROOF FRAMING PLAN
V�� cusrornex INDIANA STEEL FABRICATING
' o�
��� �+�wT�* PEDCOR DESIGN GROUP
EN�INEE0. McCOMAS ENGINEERING
PENFWEOBY: OPAMNOY: O�IE: PVNl:
iooi ioo�sKo anonmo Jacksonvllle oRnwwcno:
CNECR5UBY: CI6CYFOBY: MIF: PAaE�� JE2 QI �
ioa os s�ianoio L00406