HomeMy WebLinkAbout07020031.7ROOF,
FRAM I N6 PLAN,
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I. JOIST BEARING ELEVATION (J/B) = +45' -6" U.N.O.
2. INSTALL BRIDGING IN ACCORDANCE WITH SJ.I. SPECIFICATIONS.
3. VALUES NOTED AT BEAM AND JOIST GIRDER ENDS ARE MAXIMUM
SERVICE REACTIONS. MINIMUM DESIGN REACTION = 20 KIPS IF NO
VALUE IS SHOWN.
A. ALL STEEL WIDE FLANGE SHAPES SHALL CONFORM
TO ASTM 572 GRADE 50.
5, SFJ= SECOND FLOOR FRAMING PLAN FOR COLUMN SIZES,
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11/13/06
a
06 -213
SCALE:
AS NOTED
CREATED BY:
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11/13/06
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12/11/06
I ESI #1
12 /21/06
2 ESI #2
1/2/07
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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
I ESI #1
12 /21/06
2 ESI #2
1/2/07
SHEET NO.
Si.3