03-1559-062NOTES:
1 – ALL INTERIOR WALLS TO RE R" THK. CMU, REINFORCED W/ #6032" MAXIMUM SPACING
VERTICAL. PROVIDE 2 #6 VERT. ON EACH SIDE OF ALL OPENINGS BETWEEN 3' -0" AND 8' -0"
REINFORCE WALLS W/ #9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 0 16" O.C.
ALL WALLS MUST BE GROUTED SOLID UP TO 2' -0" ABOVE SLAB.
2.– SEE M.E.P DRAWINGS FOR EXACT LOCATIONS OF ALL FLOOR OPENINGS.
3.– CONTRACTOR TO COORDINATE LOCATION OF PRECAST JOISTS WITH
ALL OTHER TRADES. SPACING SHOWN FOR PC JOISTS TO BE MAXIMUM.
4.– SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS & INFORMATION.
5.– REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR NONBEARING WALLS, OPENINGS SIZES
AND LAYOUT, BALANCE OF DIMENSIONS, AND ADDITIONAL INFORMATION.
6.– TIE !SEAM (TB) TO RE 8*x12" W/2 #5 T&B AND #3042" STIRRUPS.
7.– REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS, INFORMATION INTERIOR WALL
LAYOUT, MECHANICAL OPENINGS, SLAM DEPRESSIONS, OPENING SIZES AND OTHER INFORMATION.
B.- S -1 INDICATES AN 6" CONC. CONC. SLAGS W /15V2" EACH WAY, BOTTOM
S.– PROVIDE CORNERS BARS ON ALL TIE REAM TO MATCH LONGITUDINAL REINFORCEMENT WITH
A SPLICE EQUAL TO 49 DIA.
10.-- ALL COLUMNS SHALL TERMINATE WITH A STANDARD HOOK INTO TIE BEAM, 2" FROM TOP OF REAM.
11.– SPLICE ON TIE BEAM REINFORCEMENT TO RE 32" MINIMUM,
12. ;. , DENOTES EXTENSION OF 6" SLAB
13.– STEEL COLUMNS TO BE AS FOLLOW:
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2 4/19/04 OLLNER REVISION
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REVISION BY
1 1/29/04 PERMIT REVISION
2 4/19/04 OLLNER REVISION
3 616104 REVIEW
4 9/14/04 OWNER REVISION
5 11/5 /04 GENERAL REVISIO
6 2/11 /05 GENERAL REVISION
6/13/05 CITY OF SOUTH
MIAMI REVISION
6 8/11/115 GENERAL I;ZFV151C�N
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15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL.,
SURVE)ING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, k WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
C14ECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
iy, .A',IYY
SEAL:
t
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SNEL E. HERNANDEZ
FLORIDA PE 46619
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DRAWN BY:
D.I. - E.0 - M,M
DATE:
6/14/05
SCALE:
AS EMOTED
SHEET NO.:
Sall 3