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O.P.C. 4 ATRIUM FRAMING 1-1-AN NOTES:
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1. SEE 85.01 FOR STRUCTURAL NOTES 4 DESIGN DATA. 00 00
2. ALL CONTRACTORS ARE REQUIRED TO
COORDINATE THEIR WORK WITH ALL DISCIPLINES
4- TO AVOID CONFLICTS. THE MEC44ANICAL, .. 0 0
ELECTRICAL, AND PLUMBING ASPECTS ARE NOT • •
IN THE SCOPE OF THESE DRAWINGS. THEREFORE, UI
ALL REQUIRED MATERIALS AND WORK MAY NOT
BE INDICATED. 4�
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3. ALL ELEVATIONS ARE REFERENCED FROM THE
FIRST FLOOR FF. ELEVATION 40'-0'.
4. TOP OF STEEL (T/8) IN THE OP.C. AND ATRIUM
1 +-) M
SHALL BE 6' BELOW T/SLA5, U.N.0-
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5. PLAN LEGEND:
I F.F. DENOTES FINISH FLOOR
T/X' DENOTES TOP OF STEEL, WALL, PIER ETC-
S.E. DENOTES SLAB EDGE MEAS. FROM BEAM C
DENOTES ARCH. WALL LINE
NUMBER OF 3/4' DIA X 41/2'
W L
STEEL BEAM SIZE-7 SHEAR CONNECTORS UNIFORMLY
SPACED ALONG FULL LENGTH
OF BEAM
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R DENOTES BEAM REACTION, IN KIPS TO BE USED FOR CONNECTION Id oa
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DESIGN OF SHEAR CONNECTION BY STEEL FABRICATOR. �
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NOTE: THE ENGINEER RETAINS THE RIGHT TO REQUEST
OUTLINE OF I i I +'3 1
I ADDITIONAL BOLTS DURING SHOP DRAWING REVIEW.
ELEVATOR 12 13
5401
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