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THE DIMENSION LOCATING THE �T� |S rrr»vmmn'� �l
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REINFORCING
CONTRACTOR SHALL LOCATE ALL RTD CURBS ATNEARESTJ0ST
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PANEL POINT. IF CURB CANNOT BE LOCATED WITHIN 3" OF JOIST
BY NUMBER OF POINT LOADS SHOWN`
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°%° SERIES ��|ST� SHALL BE DESIGNED FOR 7OpU\�R�CUC -- '
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PANEL POINT, REINFORCE JOIST AS REQUIRED BY DETAIL �/�-4`��
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FDRPAR��0N WALL ATTACHMENT, RE: DETAILS ��8/S-4.2,
TO �OFRTGRN0TYDEAD LOAD.
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TOP OF BEAM DESIGNATED /XX��X°l ABOVE FINISH FLOOR.
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PARTITION YAdl FRAMES TO BOTTOM�VF-DECK.
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RE: SHEET S-0.1 FOR GENERAL NOTES.
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RE: 7/S-4`2 DR 8/S-4.2. �
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ALL DIMENSIONS SHALL BE COORDINATED WITH ARCH DY�S ^ 11
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JOIST LOADS BEEN CALCULATED FOR ALL ROOF
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HORIZONTAL BRIDGING TOP AND BOTTOM 1 1� X �� STEEL ANGLE CONT.
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RE: 6/S-4.4 FOR ANGLE SPLICE DETAIL
GRAVITY APPLIED LOADS |NCLUD|NGRTUS AND SOFRT/UN0)
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P.O.L.
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JOISTS AND JOIST GIRDERS BHALLB�D�S|�NED FOR LOADS
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HORIZONTAL BRIDGING 1 X �- STEEL ANGLE WELDED AT FIRST
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NOTED ON DRAWINGS AND DETAILS.
SHEET NUMBER:
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J0�� BRIDGING SHAH BE DESIGNED AND INSTALLED PER ��
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�TU WEIGHTS HAVE BEEN INCREASED 20% PER IBC 10U7,�.2.
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DIAGONAL BRIDGING AT FIRST INTERIOR BAY.
2 GIRDER
SPECIFICATIONS RE: 1 FOR ADDITIONAL BRIDGING. JOIST
BRIDGING SHALL RE DESIGNED TO RESIST NET UPUFTFROM NET
14^
Lx INDICATES LINTEL MARK. R[� D/q-4.1
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UPLIFT TABLE.
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�����(M0CATE3 SUSPENDED SOFFIT RE. ARCH FOR LOCATIONS. l5,
8E: �/�-4.1 FOR CONTROL CONSTRUCTION.
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THE DIMENSION LOCATING THE �T� |S rrr»vmmn'� �l
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INDICATES CONCENTRATED POINT LOAD. DIVIDE UNIT
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CONTRACTOR SHALL LOCATE ALL RTD CURBS ATNEARESTJ0ST
^
PANEL POINT. IF CURB CANNOT BE LOCATED WITHIN 3" OF JOIST
BY NUMBER OF POINT LOADS SHOWN`
�'l
°%° SERIES ��|ST� SHALL BE DESIGNED FOR 7OpU\�R�CUC -- '
.
PANEL POINT, REINFORCE JOIST AS REQUIRED BY DETAIL �/�-4`��
� ' 8.
FDRPAR��0N WALL ATTACHMENT, RE: DETAILS ��8/S-4.2,
TO �OFRTGRN0TYDEAD LOAD.
��
TOP OF BEAM DESIGNATED /XX��X°l ABOVE FINISH FLOOR.
`
\ � /
PARTITION YAdl FRAMES TO BOTTOM�VF-DECK.
� / 1O.
RE: SHEET S-0.1 FOR GENERAL NOTES.
~�~
RE: 7/S-4`2 DR 8/S-4.2. �
---- - ~-~-- . `-. - .-'-
3-
ALL DIMENSIONS SHALL BE COORDINATED WITH ARCH DY�S ^ 11
'
JOIST LOADS BEEN CALCULATED FOR ALL ROOF
.
r~�`
HORIZONTAL BRIDGING TOP AND BOTTOM 1 1� X �� STEEL ANGLE CONT.
4`
RE: 6/S-4.4 FOR ANGLE SPLICE DETAIL
GRAVITY APPLIED LOADS |NCLUD|NGRTUS AND SOFRT/UN0)
' ` -/^
P.O.L.
~ m*
5 ^
^�---|ND)CATE�Q|REC�0N OF SPAN. 12^
'
JOISTS AND JOIST GIRDERS BHALLB�D�S|�NED FOR LOADS
y�l
\��/
HORIZONTAL BRIDGING 1 X �- STEEL ANGLE WELDED AT FIRST
m*
BOTTOM CHORD PANEL POINT.
"
CENTERED ON
�
NOTED ON DRAWINGS AND DETAILS.
SHEET NUMBER:
S
O
'
J0�� BRIDGING SHAH BE DESIGNED AND INSTALLED PER ��
1�,
�TU WEIGHTS HAVE BEEN INCREASED 20% PER IBC 10U7,�.2.
(R )
���
DIAGONAL BRIDGING AT FIRST INTERIOR BAY.
2 GIRDER
SPECIFICATIONS RE: 1 FOR ADDITIONAL BRIDGING. JOIST
BRIDGING SHALL RE DESIGNED TO RESIST NET UPUFTFROM NET
14^
Lx INDICATES LINTEL MARK. R[� D/q-4.1
^ ^
UPLIFT TABLE.
/~
��
�����(M0CATE3 SUSPENDED SOFFIT RE. ARCH FOR LOCATIONS. l5,
8E: �/�-4.1 FOR CONTROL CONSTRUCTION.
-'~ ^~~' ^
------ |ND|CATES METAL STUD PARTITION WALL TO UNDERSIDE OF
BB
-
-- -- -METALDECK RE: ARCH FOR LOCATION.
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F— P2 PILASTER
ABOVE WINDOW
DRAWING BY:
P.O.L.
DATE:
JANUARY
8TH,, 2013
JOB NUMBER:
1319
CENTERED ON
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PLAN
SHEET NUMBER:
S
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2 GIRDER
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DRAWING BY:
P.O.L.
DATE:
JANUARY
8TH,, 2013
JOB NUMBER:
1319
17ITLE:
FRAMING
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[-[_�\��
PLAN
SHEET NUMBER:
S
COMMENTS: