HomeMy WebLinkAbout07020031.5FRAMING- PLAN,
SCALE: 3/32" = 1' -0"
NOTES:
I. TOP OF SLAB ELEVATION
2. TOP OF STEEL (T /5) ELEVATION = +14' –S" U.N.O.
3. JOIST BEARING (J/B) ELEVATION = +14-3" U.N.O.
4. INSTALL BRIDGING IN ACCORDANCE WITH 5.11. SPECIFICATIONS.
5. VALUES NOTED AT BEAM AND JOIST GIRDER ENDS ARE MAXIMUM
SERVICE REACTIONS. MINIMUM DESIGN REACTION = 20 !GIPS IF NO
VALUE iS SHOWN.
6. ALL STEEL WIDE FLANGE 5HAPE5 SHALL CONFORM
TO A5TM 5i2 Gf A - 50.
7. — DENOTES WELDEDMOMFENT CONNECTION.
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11/13/06
CONSTRUCTION
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12/21/06
2 ES #2
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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
12111106
A ESI #1
12/21/06
2 ES #2
1/2/07
SHEET NO.