00-1099-004 •
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100.00'
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GENERAL NOTES :•: ��, �;
1. . CONSTRUCTION SHALL COMPLY PLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF W b w
THE SOUTH FLORIDA BUILDING CODE QNCLUDING ALL AMENDMENTS) AND FOLLOW THE
PLANS AND SPECIFICATIONS AS APPROVED BY THE CITY OF SOUTH MIAMI BUILDING AND • o
' ZONING DEPARTMENT, AS WELL AS ALL APPLICABLE SECTIONS OF THE CITY OF SOUTH
MIAMI ZONING CODE WITH ALL APPLICABLE AMENDMENTS AND ANY OTHER APPLICABLE
CODES AND STANDARDS,
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2. MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED TO
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. EXISTING-
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3. CONCRETC ! ' �•y �1
A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS: V
3,000 P.S.I. UNLESS OTHERWISE NOTED.
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4. REINFQRCING STEEL;
A. REINFORCING BARS MUST CONFORM TO ASTM A-815, GRADE 60.
S. MAJOURYWALLS:
"moo• a A, MORTAR MUST CONFORM TO WITH ASTM C•270 TYPE M(2,500 P.S.I.).
B. REINFORCING: USE 9 GAGE TRUSS REINFORCING EVERY OTHER COURSE (18" O.C.). USE
�- •-- VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND FILL BLOCK.
S. VANDow
A. ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED
WITH INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 38,
' EXISTING SOUTH FLORIDA BUILDING CODE AND AS FOLLOWS:
RESIDENCE B. WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITH STANDING A
FORCE OF 150 POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK OPENING
DEVICES SO THAT THEY MAY BE READILY OPENED FROM THE INSIDE IN CASE OF
EMERGENCY. WINDOWS SHALL BE SO CONSTRUCTED THAT WHEN FIXED OR LOCKED,
CANNOT BE
REMOVED FROM THE FRAMES FROM
WINDOWS SHALL HAVE NONIREMOVABLE PINS ORBS OF EXISTING FAMILY ROOM
INTERLOCKING TYPE. EXISTING ELECTRICAL OUTLETS AND
FIXTURES TO REMAIN
ALL WINDOWS MUST BE LARGE MISSILE IMPACT RESISTANT AND SHALL COMPLY WITH
DADE COUNTY CODE COMPLIANCE PROTOCOLS FOR LARGE AND SMALL IMPACT TEST, AIR _
INFILTRATION AND WATER INTRUSION TEST AND CYCLIC TESTS, WITHOUT REQUIRING THE
INSTALLATION OF STORM SHUTTERS.
REMOVE EXISTING Zx8 STUD WAU, PLYWOOD
IF WINDOW IS NOT IMPACT RESISTANT THEN MIAMI-DADE COUNTY PRODUCT CONTROL SHEAT}1ING, OWS BLOCK AND STUCCO, &
APPROVED STORM SHUTTERS MUST BE INSTALLED. REPLACE W/ NEW WINDOW AND MASSONRY AS
INDICATED
8"x 128 ST
100'00' W/ 4J3 VERAT. & 13 TIESS0 12" O.C.
NEW 8" REINF. C.M.U. WALL
1
NEW 98"x38" DADE COU
PRODUCT CONTROL WW APPROVED
S. 79TH STREET
13MIN FILLED CELL
DOWELLED INTO EXIST.
TIE EW. do SLAB LU
3'-10" 8'-4"R.O. X-10"
SITE PLAN FLOOR PLAN z
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1/16 - 1 -0 1/411 _ 11.01, 16'-0"EXISTING OPENING
LEG AL DESCRIPTION:
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365440 OAK HEIGHTS, PLAT BOOK 46, PAGE 64 A?t Al 1 7r LOT 5 BLOCK 8 OR 10735 1557 0481 1 MIAMI,
DADE COUNTY
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..r! EXISTING STRUCTURE TO EXISTING STRUCTURE TO
' REMAIN REMAIN
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#5 BARS (ASTM A615, GRADE 60) NEW DADE COUNTY PRODUCT CONTROL APPROVED ALUMINUM �-
DOWELLED MIN. 6 TOP & BOTT. r-
N O AND EPDXIED W/SIKADUR 32 HI-MOD. WINDOW ASSEMBLY EXIST TIE BEAN r;
SPLICE MINIMUM 48 BAR DIA. (30 ) STONE SILL - - 2
GROUT CELLS SOLID, TYP.
8"x8" (MIN.) CONC. CAP REINF.
W/2#5 HORIZ. N
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" " �� i NEW �ROVEDPALUM.�
NEW 8 REINF. C.M.U. WALL NEW 8 REINF. C.M.U. WALL
WINDOW ASSEMBLY - SEE PLAN
NEW 1/2 GYP. BD. OVER 1x2 NEW 1/2 GYP. BD. OVER 1 x2
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�? FURRING 0 16" O.C. & R-4.2 FURRING 0 16�� O.C. & R-
_ INSULATION INSULATION _ _ HATCHING INDICATES NEW
� I � REINFORCED 8" C.M.U. WALL
i W/ STUCCO FNISH TO MATCH Rl+Ylg(ONB:
V EXISTING RESIDENCE I (fd/13�2�
EXISTING SLAB & FOUNDATION EXISTING SLAB & FOUNDATION ' _ _ - - - - - IXI ' See ecd , o e. Comm
TO REMAIN TO REMAIN — - - - - - - - - 9 p
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° EXISTING 10"x 16" CONT. CONC. FOOTING A-1 A-1
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°n TO REMAIN, PER MICROFILM PLANS DATl=:09.13-r0
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1/4`7 1f 1 1-011 DUA`l
2 WALL SECTION 1 WALL SECTION A-1
Al 1/4 - 1 -0 Al 1/4 - 1 • �
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