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CONCRETE AND STEEL COLUMN SCHEDULE CONCRETE 3E M SCHEDULE ! _ -___ __ _: ____ w z I
FOUNDATION SCHEDULE a Z 0
--ATTACH STEEL DECKING TO � � p ,p
MARK SIZE REINF. TIES REMARKS ELEVATION SIZE REINFORCING TIES SEE REMARKS --- - - OEGK SUPPORT L 4"x4"x I/4" WITH s, 0 Q m
ELEVATION SIZE BOT REINF. TOP REINF. REMARKS MARK 5/6" PUDDLE WELDS WITH WASHERS o 0 t 0
MARK A 8' X 12" 4#5 #3 0 8" o.c. SEE TYP. COLUMN BEAM DETAIL D TOP (MIND TOP BOT MID TYPE SIZE i SPACING NOTE
O TOP D L.W. B.H. L.W. S.K. - = - - - -. AT b" o.c. (TYPICAL) � t) g w
* 4 #3 O 12" AT CORNERS - - 0 z j
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DECK SUPPORT L 4" x 4" x I/4" x CONT. �
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EXISTING ADD'N I
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PARAPET PARAPET (TMPa
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FOUNDATION PLAN ��--
aMEET NO
NOTES I. FOR ATTACHMENT OF STEEL DECK TO JOISTS:
PROVIDE 5/b" DIAM. PUDDLE HELPS IN 36/4 PATTERN ALON6 JOISTS UNLESS OTHERWISE NOTED. John H. SuSGh��r, P.E. o
" PROVIDE (2) 5/8" DIAM. PUDDLE WELDS FOR DECK STITCHING BETWEEN EACH JOIST UNLESS OTHERWISE NOTED. I
I. ALL ELEVATIONS REFER TO MAIN FLOOR SLAB ® +10-0 OR: PROVIDE (2) #10 (BUILDER) STITCH SCREWS BETWEEN EACH JOIST. Structural n�in
2. CONTRACTOR SHALL COORDINATE ARCHITECTURAL WORK WITH STRUCTURAL, nG� Q of
MECHANICAL, PLUMBING a ELECTRICAL DRAWINGS FOR VERIFICATION OF LO- 2. OPENINGS CUT THROUGH METAL DECKING SHALL NOT EXCEED g1 i "'fir �'
CATIONS AND DIMENSIONS OF ALL PROJECT REQUIREMENTS. ANY DISGREPAN- '1" WIDE MEASURED PERPENDICULAR TO DECK RIBS, OR 0
DIES SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER 24" WIDE MEASURED PARALLEL TO DECK RIBS. °i
BEFORE PROCEEDING WITH WORK. OPENINC75 LARGER THAN THESE DIMENSIONS SHALL BE FL PE #41844
� COMM NO
3. ALL DIMENSIONS ARE TO ROUGH OPENING OR TO NON-FINISHED WALLS EXCEPT SUPPORTED BY 3" x 3" x 1/4" AN9LE5 12805 5W b TGrroce, M10 ni N,33183 305-386-"1716
WHERE FINISH OF EXISTING WALL 15 TO REMAIN. VERIFY ALL DIMENSIONS. AND LOCATED AS DIRECTED BY THE ENGINEER. �'a .►s