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"Aliir' ,
Design
Development
Group, Inc.
AA 0002146
AROHITEGTS , PLANNERS , INTERIORS
MARIA ELENA GUERRERO, R.A.
LICA AR 0011542
2910 5.1eN. 103 P.ME:NVE
MIAMI FLORIDA 33165
FH, 305 214 4654 FX, 305 554 0568
E -MAIL, MEGAROH ® BEU- SOUTHNET
-
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REVISIONS
51N31 '1dQ '9Q
<C
<Ca
31'dQ
GO/tit
GO /+✓I /G :31' /c
SCALE: AS NOTED
SUBMI I 1 UD FOR BID: S/16/05
SUBMITTED FOR PERMIT: 3/16/05
SHEET TITLE:
SITE PLAN, FLOOR PLAN
ELEVATION & DETAILS
g0- SOOZ` lO3fOId
931^1 'J 9 NM'dZIQ
A -1
OF SHEETS
REMOvE EXIST. WINDOW 4
PORTION OF BLK WALL
INSTALL NEW DOOR
ALUM. /GL. 6068
NOTE:
NEUJ DOCKS SHALL BE
DACE COUNTY APPROVED
AND IMPACT RESISTANT
DEVICES SHALL SE INSTALLED
IF REQUIRED PER PRODUCT
APPROVAL (NOA)
1/4" = 1' -0"
BOTT. OF EXIST. T.B.
STUCCO FIN.
TO MATCH EXIST.
EXIST. ROOF
PLOOlz Ft'ILAN 5'OOL HOUSE
1/4" = 1' -0°
EXIST, DOOR
ZONE 4
AREA 22 SF
+44.2 PSF
-482 PSF
EXIST. DOOR
NEW DOORS
WEST \MTf Oil - POOL HOUZE
EXIST. DOOR
GEC
s1RAL STfRucTUAL
1. CONCRETE:
ALL CONCRETE SHALL ATTAIN 3000 P.S.I MINIMUM COMPRESSIVE STRENGTH
AT 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE TO
BE I'. CONCRETE SLUMP 3' MINIMUM TO 5' MAXIMUM. ALL SLEEVES, CONDUITS,
INSERTS, BLOCK -OUTS, BOLTS, PLUMBING AND DRAINS SHALL BE SECURED
IN PLACE BEFORE POURING CONCRETE.
ADMIXTURE: CONFORM TO ASTM C 494, TYPE "D'
SLUMP: 4' TO 5' MAXIMUM.
AGGREGATE: CONFORM TO ASTM C33, USING " 51 ROCK
FURNISH PRODUCERS LABORATORY AFFIDAVIT 4S TO THE PROPER
PROPORTIONS AS SPECIFIED.
2. CONCRETE COVER:
TO BE A5 FOLLOWS:
BOTTOM TOP SIDES
/2 •
COLUMNS
BEAMS
1 11 /2 1 '/2
3. REINFORCING STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS PER ASTM 4 -305 AND
CONFORMING TO ASTM A -615± GRADE 60. LAP CONTINUOUS BARS 36 -BAR
DIAMETERS. H00K DISCONTINUOUS ENDS OF ALL TOP BARS. ALL REINFORCING
STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH 'MANUAL OF
STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES' AND
THE ACI CODE 318 -99. SUBMIT SHOP DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION.
4. PRESSURE TREATED LUMBER:
ALL LUMBER EXPOSED TO THE WEATHER OR IN CONTACT W/ CONCRETE
SHALL BE PRESSURE TREATED, USELESS OTHERWISE NOTED. ALL LUMBER
SHALL BE DOUGLAS FIR W/ MIN. BENDING STRESS Fb= 1000 PSI OR BETTER
AND MIN. SHEAR STRESS Fv= 90 PSI CR BETTER
5. DESIGN LOADS
A. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
COLE AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL
REFERENCED CODES SHALL BE LATEST EDITION AT THE TIME OF PERMIT.
B. WIND LOAD CRITERIA± BASIC LOAD vELOCITY - 146 MPH
I = 1.0 EXP.: C Kd = 1.0 (ASCE 1 -98)
6. SAFETY :
A. THE CONTRACTOR SHALL COMPLY WITH TI-4E SAFETY REQUIREMENTS OF ALL
LOCAL, STATE AND FEDERAL LAWS.
\ O T E 5:
O
TOP OF EXIST. PL.
EL. «9'-O"
FIN. FLOOR
EL. *o -O"
GENERAL NOTES:
I. CODES AND REGULATIONS: ALL WORK SHALL COMPLY WITH THE
PROVISIONS OF THE FLORIDA BUILDING CODE AND ALL ORDINANCES OF
THE CITY OF MIAMI SHORES AS WELL AS DADE COUNTY, FLORIDA.
3. QUALIFICATION OF SUB - CONTRACTORS: ALL SUB - CONTRACTORS SHALL
BE LICENSED BY THE STATE OF FLORIDA, 45 WELL AS DADE COUNTY
AND THE CITY OF MIAMI SHORES.
4. PROTECT ADJACENT PROPERTIES FROM DAMAGE
S. THE ARCHITECT DOES NOT HAVE CONTROL CR CHARGE OF, AND SHALL
NOT BE HELD RESPONSBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES OR SAFETY PRECAUTIONS,
AND PROGRAMS IN CONNECTION WITH THE WORK, NOR FOR THE ACTS OR
OMISSIONS OF THE CONTRACTOR, SUB - CONTRACTOR OR ANY OTHER
PERSONS PERFORMING THE WORK. THE ARCHITECT DOES NOT
GUARANTEE PERFECTION IN HER PLANS AND SPECIFICATIONS, NOR DOES
GUARANTEE THAT A SATISFACTORY AND /OR FLAWLESS BUILDING WILL
RESULT FROM HER WORK.
6. EXISTING CONDITIONS: SUB - CONTRACTORS SHALL VISIT THE SITE
PRIOR TO SUBMITTING A BID AND /OR BEGINNING ANY WORK, TO BECOME
FAMILIAR WITH THE EXISTING CONDITIONS OF THE SITE.
SUB - CONTRACTORS SHALL BE HELD RESPONSIBLE FOR HAvING
EXAMINED THE SITE, vERIFIED THE LOCATION OF ALL PROPOSED WORK
AND FOR HAVING SATISF'ED THEMSELVES FROM THEIR OWN PERSONAL
KNOWLEDGE AND EXPERIENCE OR PROFESSIONAL ADVISE AS TO THE
CHARACTER, LOCATION OF THE SITE, THE NATURE OF THE EXISTING
CONDITIONS, LOCATION OF THE EXISTING UTILITIES AND ANY OTHER
CONDITIONS SURROUNDING AND AFFECTING THE WORK, ANY OBSTRUCTION,
THE NATURE OF THE EXISTING CONSTRUCTION, AND ALL OTHER PHYSICAL
CHARACTERISTICS OF THE SITE SO THEY MAY INCLUCE IN THEIR INITIAL
BID ALL COSTS FOR THE SATISFACTORY COMPLETION OF THE JOB. SUCH
COST SHALL INCLUDE THE REMOVAL, RELOCATION OR REPLACEMENT OF
ANY OBJECTS CR OBSTRUCTIONS THAT MAY BE ENCOUNTERED IN DOING
THE PROPOSED WORK. ALL SUB - CONTRACTORS SHALL BE REQUIRED TO
FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
NOTIFY THE ARCHITECT IF ANY DISCREPANCY EXISTS. COMMENCEMENT
OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF SITE CONDITIONS,
DISCREPANCIES, OMISSIONS OR VARIATIONS NOTED ON THE DRAWINGS
DISCOVERED DURING THE BIDDING PERIOD SHALL BE IMMEDIATELY
COMMUNICATED IN WRITING TO THE ARCHITECT.
1. DO NOT SCALE THE DRAWINGS. IF THERE ARE ANY DISCREPANCIES
BETWEEN TI-4E DRAWINGS AND FIELD CONDITIONS, STOP WORK AND NOTIFY
THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
8. ALL WORK SHALL BE PERFORMED IN A MANNER CONSISTENT WITH THE
BEST PRACTICES FOR THE RESPECTIVE TRADES AND QUALITY SPECIFIED.
9, ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED (P.T.)
C A COLUMN 0 TAIL
1/4" - 1
LEGIAL. D .E5CRIPTION:
LOT 3 AND THE EAST 1/2 OF LOT 4, BLOCK 30,
AENDED PLAT OF MIAMI SHORES SECTION No.
ONE, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOCK 0, PAGE 10,
PUBLIC RECORDS OF MIAMI -DADE COUNTY,
FLORIDA.
CORE GRILL 1/2" DIA, X 8"
HOLES 4 SET "5 BARS IN EPDXY
X 30" LONG
EXIST. CONC. BEAM
EXIST. CONC., FTNG.
SITE PLAN
1/8" = I' -0
NEW CONC. BEAM /LINTEL
W /4"S TOP 4 BOTT. 4
''3 12 " O.G.
EXIST. MASONRY WALL
COLUMN TIES
VERT. BARS
NEW a" x 12" CONC. COL.
W/4 "5 VERT. 4 *3 aa" O.G. TES
VARIES
11"/22"
O
COL. Cl
CORE DRILL 1/2" DIA. X 8"
HOLES 4 SET "5 BARS IN EPDXY
X 30" LONG
REMAINDER OF
LOT 4
BLOCK 30
LOT 19
BLOCK 30
0
0
0
C)
NE 97th STREET
EXIST. 20' ASPHALT PAVEMENT
EXIST. 23' PARKWAY
EXIST. 5' CONC. SIDEWALK
LOT 4
BLOCK 30
LOT 20
BLOCK 30
EXIST. POOL
75,00'(D) 75,06/(M)
EXIST. POOL DECK
/ \
EXIST. ONE STORY
CBS RESIDENCE
No. 278
FLOOD ZONE 'X'
// /.1— -- // //
75,00'(D) 75,06'(M)
PLATTED ALLEY
LOT 3
BLOCK 30
LOT 21
BLOCK 30
EXIST. ONE STORY
CBS GARAGE &
POOL HOUSE
/ /
EXIST.
ASPHALT
DRIVE
N
LOT 2
BLOCK 30
4 07
EXIST. P.P.
LOT 22
BLOCK 30