01-0102-001 .. ,fr.:4� W� "e:5?1�v<. . ..- ..: .. .+ .o-v F'^2.mfL.".:'i✓� ...
DRAWING INDEX NUM DATE REMARKS
� - -
"ROPERTY LINE 72.00'
o :4.._.._.._.._.. _.._.._.._.._.._.._.._.._.._.._.._..__ -_ _—.._ .. _.._.. _.. .._.._..� A°1 SITE PLAN
o I ; (0 -
- I A°2 FLOOR PLAN & STRUCTURAL PLANS r
I
' EXISTING WOOD I A°3 FINISH, DOOR, WINDOW SCHEDULES .
I
W ! SHED i A°4 GENERAL NOTES .
i 6'-6" A°5 EXTERIOR ELEVATIONS .
I
i ,,�''�---------- S°1 STRUCTURAL SCHEDULES AND DETAILS .
• I - I
pywrite 2000 Gene Farmer and Associates
S°2 STRUCTURAL DETAILS All drawings and ideas shown on this drawing
are the property of Gene Farmer. They may
I i not be used in whole or in part without the
written permission of Gene Farmer.
ZONING LEGEND
RESIDENTIAL NEW CONSTRUCTION
NEW SWIMMING POOL
AND DECK UNDER ► I 4
ZONING HEIGHT TO RIDGE OF ROOF: W
CONSTRUCTION ; NET LAND AREA: 10,080 SF
EXISTING BUILDING AREA: 19655 SF
j A ► NEW ADDITION AREA: 352 SF
TOTAL AREA UNDER ROOF: 2,007 SF
TOTAL WOOD DECK AREA: 401 SF
DRIVEWAY AREA 310 SF I�
'7.25' _ _ TOTAL PAVED AREA: 310 SF
VE 1 FY TO
MATCH EXI �/ 1
SETBACKS FRONT: 33'-3„
[�]
j NEW BEDROOM °__-------- RIGHT SIDE: 10'-6"
LEFT SIDE: 7'-3"
REAR: 42'-6"
EXIST AC I FLOOD LEGEND P-4�— COMPRESSOR j RESIDENTIAL NEW CONSTRUCTION
D :,.„,,,-„-„,.•;,;; I ADDRESS: 7621 SOUTHWEST 60TH AVENUE, SOUTH MIAMI, FLORIDA ,E
j I = ='-' '• LEGAL DESCRIPTION C)
r � —• ”' _-::::�:.iz;���`�.`�-'-.�.-.��� I LOT 2 BLOCK 2 SUBDIVISION PINECREST VILLAS �..�
. :,"•zi.-=`,,,-••,;: ,� 's' ::::: : ACCCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 47, PAGE 51
: ;,••==. ,,.. ""==� I OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA.
111,0101.
.� :�z-• ” HIGHEST CROWN OF ROAD ELEV. . FT. NGVD. HIGEST CROWN OF ROAD WAS
L---------------- -. "`••••�••-•-°- -••----„••-•• SURVEY OR A CERTIFIED SURVEY PREPARED BY
---- TAKEN FROM THE ATTACHED SUR
`—` -•-:•�-=”' �`;" '„ I GARY CASTEL LAND SURVEYORS
NEW UNDERGROUND - ” •• �= •=��'•�''. I
----•-•-=mss""' -••M--•--=f'== •---- •-:.: �.=- --•------••---'= ---�==•=' ---•-�=-- LOWEST GAR./STOR. ADJACENT SWALE AREA
I ELEC. SERVICE : , `---�"•-= �s-""' •�==•'t= ---� '-`�"° -==�"'-= ••' '°""'-�-
-•--•«-.•-.•..•-. s::s�• -::,„ : --.-- ;:.� �-�_�--::•�..•, I FLOOR ELEV. FLOOR EL EV. GRADE ELEV. ELEVATION '
iEXISTING ELEC. METER "s"„ss�:;`�...........:. •;.........�w..s�;�.,,::�s..::.g::: ;
•.• • • `•:.- '� ..„„ : I PROPOSED 12 —0” NGVD 11 —5 NGVD 10 —6" NGVD X NGVD
... ..,,.,... M.....„,.,.. .,, ..,.H..:::.., .a::..:.:r.:.,
Cq
`•'•'�""�"w -- - - ""�'•r-- ”- - - - PLUMBING WILL BE PLACED AT OR ABOVE THE
-•--- - ALL ELECTRICAL MECHANICAL AND
";• :•••-- =• ::s:• ..'•-•�-f,,`.' �; =:"'``'"':.'':;;a::as: I BASE FLOOD ELEVATION (B.F.E.)
rM
: ;„,"• "" „x;»•: ;,,,,„,ss„-- ----`•;, '`.K "`:: ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO OPENINGS
” ===;" j••�=" "-�;;`� •�-.� ~""~~��~`"� •• �' .. " I HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR
--- :•31s 'ss..•�,:.:r....,K..... ss• �.,:: :.-•z :: ::�.::. -„rrss:'s:."
I """""""'°""""" s'�„�,,,,,,,•�•--•--�••••--„••--•------••' -•• • ” ""�-•• -'�--•- „•-•• """'=•-=�s=s-:„;_„ EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF
M—NmRaR.R. I THE OPENING WILL BE NO HIGHER THAN ONE FOOT ABOVE GRADE AND LOCATED CHITECTURE
�„••„ � :: •• .„ :. ON DIFFERENT SIDES OF THE ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH
•� � �"""`"�` • SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW B.F.E.
..mss.-ss'ss:..,_•:°:%:--• .�-�-:::.-;-..::..-:ss:::s�•:M-:r„::.,...;;..
: : s, ,;:;"'"';: .:; •„ss.-t„„`a:=- :':�:'`'.��`= - ___=€ �== ALTERNATIVELY SEE A CERTIFICATION BY P.E. ON THE PLAN
......ass.. - ••�••,..,s•••: -MINT �=--R•- • -��—•= •• -•_ -�•-::-;„ -••sK-====_•-•-•-- NOTES INDICATING THAT THE DESIGN WILL ALLOW FOR THE AUTOMATIC EQUALIZATION
' -...�,.~ x -:.... •'••'•-s�,,,:..��..:'......�.....::•�---•:s °.r""":s:.:..:.:.:�=:,'s.�'�s-:r,�:$H.::�' K:.. -mss€
.,.•,;;� , . ........ •--=- = -;" „„; ,;;„ ,- '„,'."•• .,: , ;";;;•Ng:::;x:; _:= OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
,,,... :: .-----sass '•------:s.•::;t: ::
•�: "�,.�., s.�-•--- �ssn....................,.�s�:�:a:.--gym.-s:;."•.::.,::.;.::,.;:::-::::::::i:::. ;
� s� „:�.-.•,-._--""'-..s w,„. ,N,,".,�;�=�.:= e:;;.;�;�?.::-.. THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
I PROPERTIES. WHERE NECESSARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON
.••.=..•.•- ;•-==-= == ? ".,'----; ,;; •~”° =; ; - s= =_° SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES.
•,.,. „,.,...,..- .•- .,.......,.-::s - :'��.-.,.•-•.....--:::........:......................:... 0'—Cr NGVD
j ALTERATION NOTES
PROVIDE TWO NEW 5/8” DIA BY 8' G E N E F A R M E R
LONG GROUND RODS WITH #2 CU &
TO METER. A S S O C I ATE S
PROVIDE NEW UNDERGROUND SERVICE
FROM POWER POLE IN REAR. ARCHITECTS - PLANNERS
I X 13321 SOUTHWEST 124 STREET
MIAMI,FL./F000068/305-235-7400
BLOCK UP EXISTING CRAWLSPACE ;'
ACCESS OPENINGS. CONSTRUCT NEW
g OPENINGS SAME SIZE LOCATED AS IN—
T._
i ARCHITEC
i w DILATED ON THE DRAWINGS. ,.
Z �,.��""`""'��,,,
v� Vii-
IL
PROPERTY LINE 2.00' —.._..—.._.._.._.._.._.._.._.._ _.._. .._..—.._.._. ,
GE N.E IPl"UPR••RA.
AFL,7565
CONSULTANT
r
DO NOT SCALE ANY DRAWING ON THIS SHEET. n
AVENUE LOW WRITTEN DIMENSIONS ONLY. IF ANY
DIMENSIONS ARE SOUTHWEST A®60tH CONFLICT WITH 0 EI ANOTHER, THE ARCHITECT
SHALL BE NOTIFIED IMMEDIATELY BEFORE PROCEEDING
�+
PL AM��pA WITH THE WORK. A CONTRACTOR FAILING TO
SITE PLAM NOTIFY THE ARCHITECT AS SPECIFIED ABOVE
SHALL BE HELD of _1 '-0" OR DISCREPANCY.RESPONSIBLE FOR SAID ERROR
1/$
PROD:
OWNER'S INFORMATION
0 4' 8' 12' GEORGE YOSS DATE: 5-7-01 Awl
7621 SOUTHWEST 60TH AVENUE
SOUTH MIAMI, FLORIDA
(305) 860-7040 >' BY: EDF OF 6