5960 SW 71 ST PB-07-022-002 k
LEGAL DESCRIPTION- - N �AL NOTES "
F T�1 �T 11�.� FEET OF THE NORTH 129.0-1 FEET OF TRACK ��A F�OJEC� ]DATA,
BLOCK 1, `R- 05S �JOOD ", ACCORDING TO THE FLAT THEREOF AS 1.- ,III wood in contact with masonry or concrete shall be pressure
F �, treated. GEC o PEONY
II�CO DED IN PLAT E300K 13 AT PAGE 62 OF THE PU5L IC, RECORDS OF ,(TE AREA= 1��,1 �. � �.�. APP >< _35 ACRES
1 2.® Truss manufacturer sha I l submit shop drawings, or design and ARCHITECT, A.I.A.
—114111 =DARE COUNT , FLORIDA- EXISTING E3LD.. ARE,4= 2, —00 5.F
layout (sealed istersd E I'°"ineer) to En ineer / ,architect AR# 0007999
PR01=05EFD TOTAL 5L[)G,. AREA= 4,130.00 S.F. for approval prior t® fabrication
TOTAL OPEN .a�E�rfERvl0US)_ 5,51=1.00 ap. AFFWn_�. _.ae, ®�, 3.e Hvac 5lubc-antra ct or shall submit shop drawings, or design and AIi����iiTi���'�TT
layout (sealed by Registered Engineer) to ,architect / Ene ineer
PLANNING
FARKINCs REQUIPRED - 22 P.3. for approval prior to fabrication INTERIORS
25' _
,4FKINCu f ®vlDED -l3 (9 PARKING E30UCHE 5 CONTF4C-TED LU/ GIT'-)
4._ All work. to be in full strict accordance and compliance with
3360 CORAL WADY#2
lu I all codes and agencies having jurisdiction_ MIAMI, FL.33140
PROPOSED Na. (OF CHILDREN 0 EX15T, 15 (6E> GHILDREN)
5- Written dimensions sha I l tal<,e precedence over scaled dimensions. PH. (305) 567-1240
- 7a
" F C�vl� �UT��C� PAC �ATIe�N CP C APPP�X.- ;c �._ Contractor shall thoroughly familiarize with drawings and
FAX. (305)567—�732
RECREATION AREA ��0U1��� � �� �.�. /C1/2 �I�II_� �N)xC2�) 1 �2�_00 �.�. scope of work prior to commencing work. .411 dimensions shall be
field! verified and the Architect shall be notified prior to
TACK
commencing any work of any discrepancies between prepared REVISIONS BY
drawings and f ild condition.
1.= X411 w000i bearing partitions to be one hour Firms ratted construction.
0.- Contractor shall stake out in the field all underground utilities
25'
known or encounter before to be(2 inn ine excavation.
15.00, 1J.- Contractor shall coordinate a I 1-tra ofe5 before placing concrete.
` "f . 10.- All fini5lgo6 materials shall be class "C," min. Flame spread.
} 1L® Partitions to run from floor to underside of slabs, joists or
� � � � e trusses a�?d to consist of wood studs at 16 " o.c. with 1/2 "
gypsum wallboard both sides U.O.N.
12.=Complete a l l bath wa I I,wa l lboa rd behind sinks, lavatories bathtub,
t showers, water closets and bidets to be water resistance type.
1 .= Contractor shall coordinate thickness of partitions to
11 -011 � accommodate mechanical work. _
�4 I = II r� 14.= !_umber used for studs in interior nonbea r ine partitions eha l l be
- - - - -
�� _ PROP0,5EID ADDITION �� of a stress grade not less than 220 nominal extreme fiber
stress in bending,
11D0 1 o 11 Po ---
_ _ ... ..
Z / 15.- Contractor shall provide continuos caulk and sealant around all
5ET� p
Z 5PIiC /�,U / / Pl exterior openings to prevent water penetration and air leakage
0 �� �/ / /�j / �/i caul in acc®rd&ncc with
{ 1� / / 1ro.- General Contractor shall I ver i f with "Flood Control D� artment"
>< .�' / / � '� PROPOSES °�, y p
/ / / / N✓ N = �- in �Ude IC-Ounty before 5tartlne construction.
o 6 11.= (f any discrepancies are round, stop working immediately and
halal / I o / not I Fy owner or Architect.
t Xl ,% � �X(�T INS /
L -- ---- --- /
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CL
/
1-�TO1 / /,1 � �, SITE INy 5TI ATION:
(4)A/C COMPRESSOR IZO
- N — — Examinati®n of contract documents and site OF work: The bidder
\ , • EXIST. WOOD � � 0D - — — W1 WOOD SC E E1
01- ,1 ° �, - is required, before submitting his proposal, t® visit the site ®f the -
Haul E CK / / r L I E X 15 T a x- 1=1( S,1-1
DOWN, _ � -�; _ 32 °=1 �,� ,,,� proposed work and familiarize himself with the natures and extent
°' � � ` °� ��r�� ��,a�`F,.,�� ,,� // � � �� � ,''" work local c: i that may in any manner affect
pct
/ ®f k anol any 1® l ®nd"ti®ns ha a pan 4..
<' / / r equipment, materials
�a� 4� � %'/�� � ,�� � � ;,�� the w�rl�. t® �d� ��n� and �� p and lab®r required �
/ /// � , x therefore. Since the work involves new buildings, systems and Z
LLI ° " ;a l;�C� ' / / / �/ /i// '.f' �' %/ % I to a °r �u d � Facilitl -5, special con51deration shall Ike, given to examination of
> y / workin conditions. New facilities and all building structures to �B
t EXIST_—
_ / EXISTING ° familiari�� himself with all existing conditions. Ali ht variation of RAMP HEDGE -
routin and or constructions should be anticipated b the
� to y �MWAL
' -- — contractor to avoid conflicts with other trades. These variations
k O „�� _
�^Ip /
' I II I -011 II. I _--. II I u_ I�l�.�:+lk.�.✓e� l'1" ,I..,/ O '' 6.1 r� J (��l r r -
— =Ste' _ _
. _ -- -- o r d �xpr g ly ud� s pat o T the work whenever requ i red ® g
�1.�,1 ®4 /" � ,� L.
t= at no additional cost to the owner. Ignorance on the part of
EEXI — I - / / , /,
-,0 the contractor will in no way relieve him of the obligations and
T B 5 X1 TIN EXISTING
y
responsibilities assumed under this contract.
Cpl I L D REN5 s4 --
°
3 t 1 2 OUTDOOR 1 n
PLAYGROUND ARE fb����<' PQ
1 41 ,s :, I��TIN
HANDICAP N
H.C, PARKING I . Il �� ON i iOi�i
°0 =,
G; XI �I� �� � �a'°x ,� _ f SIN 2'-�° Ov �iI �
EXISTING TREE �` --
° ASPHALT 0 EXIOTI C, = — " X ( E
o o II _
.
1 I v � = I TPA a� Nt ><T .,
EXIST. �4 HIGH
t 4° �,it cu p
s
a GATE - WOOD FNS
i 0 B°
CONTROL \ ,� � WIDE 50LID LUF - _ 1, A
� . / � � W
o ®; \ d >< U PAINTS STRIPE
° 4" 5OL ID 5LUE
I FAINTED STF
SOLI -U w IPE O OUTSIDE i .
a - /
u
' RIFE
II 0 II I I FAINTED 5TP
- j DE IN5I WIDE H-C--
;
WIDE BLUE
u X( T(N AISLE
THE E x
25 DRAWN: E.H.L.
° " QL P�O�I U IU ��INC ���� fi �4ST ®NG UIEEL STE
f
�� ��? n� ,.=I-" `- = , • d : d • ( c1• s�_ d > > yz - i Y i �4 c i� >�>°e.« � °'fit B.ti si ` atea.°,b l.,� •,a
P®
I T
�� LONG W1 1/2" IA. I
NF. 5A R5
CHECKED: G.E.P.
°0" INTO GROUND (2) PER STOP d r d a DRIVEN 2 I STRIP'' s mo� :d
" EXISTING
12a-12 '
• I l I ,� DATE: 04/25/02
HEDGE g
\ E X I E)T I NG ro I �� U SCALE: AS SHOWN.
1�I N CHAIN l- INK FENC � � NEW AaPNALT PAVING
OVER CRUSHED ROCK JOB NUMBER:
z
C 5 5 WALL
SHEET:
f kc,, FAfR FE fR
qn• N N.T.S.
SCALE.- V tflV=4�II _ ,k
s
OF: 6 SHEETS