HomeMy WebLinkAbout07020031.6TH I RD FLOOR,
FRAMING PLAN
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I. TOP OF SLAB ELEVATION = +50' -C'
2. TOP OF STEEL (T /S) ELEVATION = +2q -8 °.
B. JOIST BEARING LVB) ELEVATION = +29' -3V' U.N.O.
4. SPLICE ALL COLUMNS PER DETAIL ON 52:3.
5. SEE SECOND FLOOR FRAMING PLrNN FOR COLUMN SIZES.
6. ALL STEEL WIDE FLANGE SHAPE SHALL CONFORM
TO ASTM 572 GRADE 50.
7. INSTALL BRIDGING IN ACCORDANCE WITH 5.11. SPECIFICATIONS.
8. VALUES NOTED AT BEAM ANIP JOIST C IRT —i:-R ENDS ARE MAXIMUM
SERVICE REACTIONS. MINIMUM DE: 16N RE,04TION = 20 KIPS IF NO
VALUE IS SHOWN.
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DWG. DATE:
11/13/06
JOB NUMBER:
06 -213
SCALE:
AS NOTED
CREATED BY:
J.W.G.
CHECKED BY:
J.A.L.
ISSUED
FOR:
PERMITS
11/13/06
CONSTRUCTION
12/11/06
ESI #1
12/21/06
2 ESI #2
1/2/07
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