11-293-010r �i
NOTES: GENERAL
1 THE GOVERNING CODE FOR PROJECT IS THE FLORIDA BUILDING CODE, rr EDITION.
THIS CODE PRESCRIBES WHICH EDITION OF r STANDARD APPLIES TO
PROJECT. THIS
2. TO THE BEST OF OUR t r DRAWINGS COMPLY
REQUIREMENTS APPLICABLE OF ' CODE.
3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF BUILDING
CODE AND ALL OTHER APPLICABLE FEDERAL, AND LOCAL CODES, DAR
REGULATIONS r
4. THE STRUCTURAL DOCUMENTS 0 BE USED IN CONJUNCTION
ARCHITECTURAL AND DOCUMENTS. IF A CONFLICT NOTIFY
CONTRACTORS 5. • DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS
CONTRACT DOCUMENTS DURING BIDDING • NOTIFY
RESOLVE ARCHITECT WILL # r • AND ISSUE A WRITTEN CLARIFICATION.
6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD
CONDITIONS r DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION.
DO NOT SCALE D- ONLY r DIMENSIONS. `#- DISCREPANCIES
IN WRITING TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. r# NOT
SIZE OR # i OF # UT WRITTEN INSTRUCTIONS FROM
STRUCTURAL ENGINEER OF r t
7. THE CONTRACTOR -• ADJACENT PROPERTY, OWN •. r THE PUBLIC
FROM HARM. THE CONTRACTOR IS SOLELY •# i• CONSTRUCTION MEANS AND
METHODS, r JOBSITE SAFETY INCLUDING OSHA REQUIREMENTS.
REINFORCED CONCRETE:
COMPLY 1. t AND
2. PROVIDE • NCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE DESIGN
STRENGTH OF i0 DAYS.
NORMAL 3. USE CONCRETE FOR ALL STRUCTURAL MEMBERS.
4. PROVIDE r .# REINFORCING REINFORCING
ACCURATELY PLACED, r SUPPORTED r r APPROPRIATE
SUPPORTS BAR r CONTINUOUS REINFORCING r
SLABS ON r
CONTAINING 1. USE FILL • MORE ; 00 SIEVE AND MAXIMUM 1 INCH
COMPACT DIAMETER. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED
PROCTOR ASTM D-1557. EACH LAYER OF FILL SHALL NOT EXCEED 6" LOOSE
t• TO PLACEMENT OF
2. FOR INTERIOR SLABS PLACE 10 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOW
OF DO NOT USE ANY SHEETING BELOW EXTERIOR CONCRETE
REQUIREMENTS. 3. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE DEPRESSIONS AND OTHER
6
•
.6
i
SCALE: 3/4" = V -Q"
I LOCATIONS APPROX.
• #• rI
r• r WITH EXISTING
Lr CONDITIONS.
��►♦ r • • • • • # •
REFER TO SECTION 1/S -1.0.
D 10 ,
1111 11L
iii
ILI]
0
• •
BUILDING +
STRUCTURAL i a
FA
• design group
• r
_ design group,
f317 SW 1 Oth St, West Miami, Miami, FL 33144
305.392.0024, f 305.262.5098
AA 26000820, 1B 26000657
Seal:
7300 North Kendall Drive, Suite 400
Miami, Florida 33156
Tel: 305.670.2350 Fax 305.670.2351
(� www.bcceng.com
�J Certificate of Authorization No. 7184
Steven Goldstein, PE
Florida license No. 44423
BHSF
South Hospital
Men's Restroom
Renovation
7211 SW 62 Ave.
Florida
Coyright red design group, LLC. 2011
s� •
Sheet Information
Date
REMOVE EXIST. SLAB
Jab Number
a-in
AND REPLACE W/
AS SHOWN
Uj
ow
NEW SLAB AFTER
Checked
M=
INSTALLATION
JJF
in
Uj i
EXIST. SLAB
• GRADE
EXCAVATE • r nnn
a )i
REPLACE W/ WELL
COMPACTED
MID-DEPTH
• MIL VAPOR
EVW
PIPE
_;
i
SCALE: 3/4" = V -Q"
I LOCATIONS APPROX.
• #• rI
r• r WITH EXISTING
Lr CONDITIONS.
��►♦ r • • • • • # •
REFER TO SECTION 1/S -1.0.
D 10 ,
1111 11L
iii
ILI]
0
• •
BUILDING +
STRUCTURAL i a
FA
• design group
• r
_ design group,
f317 SW 1 Oth St, West Miami, Miami, FL 33144
305.392.0024, f 305.262.5098
AA 26000820, 1B 26000657
Seal:
7300 North Kendall Drive, Suite 400
Miami, Florida 33156
Tel: 305.670.2350 Fax 305.670.2351
(� www.bcceng.com
�J Certificate of Authorization No. 7184
Steven Goldstein, PE
Florida license No. 44423
BHSF
South Hospital
Men's Restroom
Renovation
7211 SW 62 Ave.
Florida
Coyright red design group, LLC. 2011
s� •
no-
Sheet
Sheet Information
Date
03 -18-11
Jab Number
-
Scale
AS SHOWN
Drawn
CA
Checked
SMG
Approved
JJF
no-
Sheet