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EXISTING — CONCRETE
SLAB
EXISTING J
COMPACTED
MIN. 4' CONCRETE PATCH WITH 6'x 6u-
10/10 WELDED WIRE MESH OVER
.6 MIL VAPOR BARRIER ON WELL
COMPACTED CLEAN SAND FILL:
TERMITE TREAT SOIL PRIOR TO
PLACING SLAB.
EXISTING
CONCRETE
4�ak SLAB
ff
SOIL CUTOUT WIDTH SHALL
REPLACEMENT 51 DETERMINED BY
COMPACTED PROJECT REQUIREMENTS
SOIL AND SITE CONDITIONS
EXISTING NEW T EXISTING
T
SLAB PATCHING NOTES:
SEE 'SLAB PATCHING NOTES" FOR COMPLETE
SLAB REPLACEMENT REQUIREMENTS AND
SL
pj
S SPECI
PE
CIFICATIONS.
SLAB PATCHING DETAIL
NOT TO SCALE
A
EXISTING MASONRY WALL:
MINIMUM 2 -HR FIRE RATED
CONSTRUCTION WITH EXISTING FINISH
AND INSULATION ON INTERIOR SIDE.
SLAB CUTTING LINES:
AREA OF EXISTING CONCRETE SLAB
TO BE REMOVED. VERIFY IN THE FIELD.
SLAB PATCHING NOTES
FOM GENERAL
CONTRACTOR SHALL COMPLY WITH ALL THE PERTINENT PROVISIONS OF
THE A,C.I. 318-89 SPECIFICATIONS AND "CHAPTER 18" OF THE BUILDING CODE
HE SHALL VERIFY THE DIMENSIONS AT THE JOB SITE AND NO'W' _sTEVEtj Ty
B. SCHWORTZ, ARCHITECT AND/OR ENGINEER OF ANY DISCREFWN'�_-(- IN
THE DRAWINGS AND OBTAIN THEIR APPROVAL BEFORE PROCEE;)ING '
WITH THE WORK. STEVEN B. SCHWORTZ, ARCHITECT SHALL NOT BE
RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION
MEANS, METHODS, SEQUENCES, OR PROCEDURES, OR FOR SAFETY
PRECAUTIONS AND PROGRAMS.
02 CONCRETE STRENGTH
ALL PATCHING CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2,500 P.S.I. AT 28 DAYS UNLESS SPECIFIED OTHERWISE.
0-3-1 SLAB REINFORCING
SHALL BE 6"x 6"-10/10 WELDED WIRE ROAD MESH, LIFT DURING
PLACEMENT OF SLAB TO PROVIDE 2" CLEAR CONCRETE COVER AROUND
REINFORCING.
0-4-1 CEMENT
CEMENT ASTM C-150 TYPE 1, WATER POTABLE.
F0-5 AGGREGATES
CLEAN AND WELL GRADED WITH A MAXIMUM SIZE OF 3/4P•
[—oil VAPOR BARRIER
PROVIDE A 6 MIL. "VISQUEEN" VAPOR BARRIER BELOW ALL SLAB PATCHES,
F051 FILL
CLEAN SAND FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 8", LOOSE
AND HAND COMPACTED TO A MINIMUM DENSITY OF 95% (ASTM D-698).
Fo--sl SLAB OPENINGS
WHERE OPENINGS THROUGH PATCHED SLABS ARE REQUIRED, THESE
OPENINGS SHALL BE MADE BY BLOCKING OUT PRIOR TO PLACING
CONCRETE OR BY CORE DRILLING. NO CHOPPING OF ANY TYPE WILL BE
PERMITTED. THE LOCATION OF ALL OPENINGS SHALL BE COORDINATED
WITH THE PLUMBING, MECHANICAL AND ELECTRICAL PLANS,
E TERMITE PROTECTION
ALL SOIL UNDER PATCHED SLABS SHALL BE TREATED WITH AN APPROVED
TERMITE PROOFING AGENT. THE CONTRACTOR SHALL PROVIDE THE OWNER
WITH A CERTIFICATE AND FIVE (5) YEAR GUARANTEE AGAINST
SUBTERRANEAN TERMITES.
FLORIDA BUILDING CODE "B-2326.5.-
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION
AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED
BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION
SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS
THE FOLLOWING STATEMENT- THE BUILDING HAS RECEIVED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT
IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
BE TESTING OF MATERIALS
ALL THE REQUIRED TESTS SHALL BE PERFORMED AT THE EXPENSE OF
THE CONTRACTOR AND BY AN APPROVED TESTING LABORATORY. TEST
RESULTS SHALL BE SUBMITTED TO STEVEN B. SCHWORTZ, ARCHITECT,
ENGINEER; OWNER AND, IF REQUIRED, TO THE LOCAL BUILDING
DEPARTMENT,
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COPYRIGHT 2013
STEVEN B. SCHWORTZ
ARCHITECT, P.A.
ALL RIGHTS RESERVED
NO PART OF THESE PLANS MAY BE
REPRODUCED OR USED IN ANY WAY
OR FORM WITHOUT THE EXPRESS
WRITTEN CONSENT OF
STEVEN B, SCHWORTZ
ARCHITECT, P.A.
PLANS MUST BE RETURNED
L UPON REQUEST.
•
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PLUMBING. VERIFY EXACT 2
OPENING SIZES
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AND POSITIONS. COORDINATE THIS WORK
om x WITH T141 PLUMBING SUB-CONTRACTOR.
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REVISIONS:
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ARCHITECTURE
19.41,
T (SIDE TO INSIDE) DATE: 02-25-2
BY: S.B.S.
(INSIDE TO INSIDE) z
TOTAL NUMBER OF
DRAWINGS IN SET: 21
FLOOR SLAB CUTTING PLaN
SCALE: -1/41- .1. - oil
A�3
PROJECT FLOOR AREA = 1,081.67 SQ.FT. OF : 9