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5960 SW 71 ST PB-07-022-001 a off - MW - .e.. LEGAL DESCRIPTION: - GENERAL NOTES , THE EAST 110.00 FEET 01 THE NORTH 129.01 FEET OF TRACK "A" ���,���� ����: BL OCK 1, �����J��D INS TO T; PLAT THEREOF 1° 4 1.- All wood in contact with masonry or concrete shall be pressures RECOP-DED IN PLAT E300K 13 AT PAGE ro2 OF THE PUBLIC RECORDS OF 51TE APE4� 15,100.OM 6_I=_ >PFFR X. ©: ACRRE treated. GEORGE E. PEON MIAMI -DADS COUNTY, FLORIDA° EXISTING BLDG. AREAm 4,130.0 5F 2.- Truss manufacturer shall submit shop drawings, or design and ARCHITECT9AdRm o � °�(®N layout Cs�a loo by Registered n�i 1��r) to Engineer Architect Ate# 0007999 F3LD . , . .� PROF05ED TOTAL 5LDG. AREA= 5,360,0 ;`F. for approval prior to fabrication TOTAL OPEN 5,511.00 .F_ APPROX. s36 /. c �i1_tko °- al a� ARCHITECTURE �.® l�lva.� �, �..�o, �tr�!�.tor shall submit shop drawings, ®r design and PLANNING layout (sealed by Registered Engineer) to Architect / Engineer � I l�1N� Rr RED e LD(7.. AREA / 25� 1�LD S_1=.=5,3��./ 25 0 22 �_�.. INTERIORS N - for approval prior to fabrication { 25' 5 � U� �� CONTRACTED U / ITe )PARKING PROVIDED= 9 P. . r f /4f �INC 4_- All word. to be in full strict accordance and compliance with �v RIANC E REQUESTED TO WAIV e =1 EXTRA REQUIRED I� 3360 CORAL WAY#2 P�Q�QS�D N®. OF L,1 ila a N 5ssa EXI" 15 (615 GHILD N) all c®®I�s and agencies having Jurisdiction_ Iii �9 �'iIJO331�® Il o �3�§�X67-fl����s Written dimensions ons sha 11 tae precedence over scaled dimensions. . ;FAX. (305)567-1732 PROVIDED OUTDOOR 1REC_1�P;AT(0NI SPACE .��PPROX.- 5,300,00 {­, �.© Contractor shall th®roughly familiarize with drawings and RECREATION AREA REQUIRED 65 5.1=. /1/2 CHILDRENx(25) u 1,62 .00 6P. scope of work prior to commencing work- All dimensions shall be field verified and the Architect shall be notified prior to ,5.00' T CK A j commencing any work of any discrepancies between prepared REVISIONS BY drawings and field condition. 2ND FL.ADDITION I.- All Snood Dearing partitions to be one hour fire rated construction. � s/IS/o7 GP b.- Contractor shall stale out in the field all underground utilities 25' l-nown or encounter before to beginning excavation_ Contractor shall coordinate all-trades before placing concrete. _- 10,- All fini5ho6 materials shall be class "C" min. Flame spread. il. Partitions to run from floor to underside of slabs, Joists or truSS�S and to consist of wood studs at 1� o.c. with 1/2 L LOCATION S<ETCHo II II 69 2007 N.T.S. r gypsum wallboard both sides U.O.N. .. 12.-Complete all bath wall,wallboard behind sinks, lavatories, bathtub, showers, water closets and bidets to be water resistance type. SHADED APE, DENOTP0 4 F_ OI 13_= Contractor shall coordinate thickness of partitions to f-ROP06EP 2ND (9LoO ADDITION A 0yE e 11 II accommodate mechanical work. _ I e� II ac 14_c Lumber used for studs in interior nonbearing partitions shall be i o o F O OSE ITION r (ILI of a stress grade not less than 220 �.�.I. nominal extreme fiber i 11 tress in bending. 15_= Contractor shall rovide continuos caulk and sealant around all H_ Z- exterior Openings to prevent water penetration and air leakage A 4 in accordance with 5.F.5°C. u 1r general Contractor shall verify with "Flood Control Department" da Co r. -Z �/ _ {� in DAcavl .®�..u, Ity before starting construction. �- 1I.= If any discrepancies are found, stop working immediately and Jul Exl&T4�6 r'f2Yi=f3 \ i � WL (-I neat i Fy owner or Architect, !; 9R 1 I. � ac�c — _ SITE INVE5TIGAT1®N: WW CJ p - Examination of contract documents and site of w 1,° ° ®rl� The bidder is ruire®I, before submitting his proposal, to visit the site of the dlg - IT EX16T �. �— proposed work and familiarize himself with the nature and extent 3 R �v: ,„-»; of work and any local conditions that may in any manner affect CIO ,,�,o° the work to be done and equipment, �materials and labor required II I x - X it therefore. Since the work involves new buildinea, systems and Z . IM � _0 Facilities, special consideration shall b� s iven to examination of 9L maE a4 working conditions. New facilities and all building structures t® Z o EXISTING �; familiarize himself with all existing `�conditions_ 51i ht variation of IT � ENT4NGE ` routine and or constructions should be anticipated b the c� HEDGE .�-�1�1� �k p y � ,�,.r X ;a / ``` _ contractor to avoid conflicts with other trades. These variations eI� 11 121°011 � 1 ��11 0 �. `ut i 0 _ }� d = o - are expres.5ly include-d as part of the work whenever required at no additional cost to the owner. Ignorance on the part of f / / the contractor will in no way relieve him of the obligations and T 1 ° o E 15 T ING f, s >< responsibilities assumed under this contract. �I n t°° 1 OUTDOOR W11 FL MN111 ( - ZZ, = fiapo HANDICAP IC � CONTINOUS EX16T o SODDED 1 ; f C ..� _ I N — la�ll FYI I 1 EXISTING TREE - - =r� - EXI�TI Vim: � o roll X (Oil f �- _ TREE n D I I I�J EXTRUDED per) may) O VI �d R I VMfI'—'[ /� � hY/- 11 I��TI\Uid�d® � hs WOOD FENCE o -- GATE 1 a iii 1DE_ 5501 ID SLUE BOX '��`-�=�______%' �.... -� �bs >< � { I Iu P. IINTE� STRIPE , (moo 4" SQL 19 BLUE o r = I FAINTED 5TRIPE $ 50LlD BLUE PAINTED 5TI P I � II loll 9 looll � , r C^ 8 4" WIDE BLUE - � ° - (do - x —oil y °u � _ - u I I DRAWN: E.H.L.= �� A . UI 2�1 p 1'I"- 0\✓'s B v''v im 4�^ 0 - 0�� °�{� 4�I� 0°J'- 6 ` MINT �yJ //p� (p/q/t� ^41 ®Xd�- � � �N UJ 12 L � / / Ill. INS. .�1 Yl!i�i A-1 ' S� -1^ -,1 '�ti S^r/ t 1^s e o 4 boo S t �� �,' .d�y c, "��° � . a 'c ?° s, ?'m a ' c ti s'�t '� � ��S , �? c�j ' k �i 1 II CHECKED: G.E.P. '° e - e `� �° �° �° �� �° _ � e ` , STRIPE ��11�EN 2 -� INTO GROUND C2) PER STOP X �C x x x x - `� X �. 11 � 0,7 1 (TY1�.)EXISTING 1 �-- 2 1 � � DATE: 04/25/02 EXISTING ro 1 l E D C`1� ® —1 � — SCALE: AS SHOWN. "' CHAIN L INK�, FEN��E � � � NEW A5PHALT PAVING OVER CRU,5HED ROCK JOB NUMBER: C_56 WALL YM SHEET: FL 1 TEoo � N ETA IS � C FDU�IFEFR N N-T-S- N.T.S. A- I t >3 1"°11- 11 SCALE: r: OF:6 SHEETS v A ny iT P, m Y rr - gg - -