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5960 SW 71 ST PB-07-022-008 r S-V - - LEGAL DESCRIPTION: - NOTE S o THE EAST 110.00 FEE_T OF T�IEEE NORTH 129.01 FEET OF TRACK IA" PROJECT DATA. "ROSSLJOOD II ACCORDING TO Tl�� PLAT �� 1.= All wo®b in Contact with masonry ®r concrete shall be pressure . BLOCK 1 THEREOF treated. GEORGE E. PEON RECORDED IN PLAT BOOK 13 AT PAGE rot O>= THE PUBLIC RECORDS OF SITE AREA= 15,188.9 5�=. APPROX. =.35 A�GRES t-11A1 11 =DADE_ COUNT, FLORIDA. EXISTING BLDG. AREA= 4,235.0 2_= Truss manufacturer shall submit shop drawings, or design and ARCHITECT, A.I.A. PROPOSED BLDG. ADDITION= 1,230.0 S.F. (2ND FLOOR) ONL°r' layout (sealed by rRegistereb Engineer) to Engineer / Architect AR# ®007999 PROPOSED TOTAL BLDG. AREA= 54(OF71.0 for approval prior to fabrication TOTAL OF'EN AREA(PERVIOUS)= 5,511.00 S.F. APPROX. =.3� io 3_= nvac Subcontractor shall submit shop drawings, or design and PLANNING layout (sealed by Registered Engineer) to Architect / Engineer INTERIORS PARKING REQUIRED = BLDG. AREA / 250 BLDG S.F.=5,4ro5./ 250=22 P.S. for approval prior to fabrication 25' 35435' PARKING EXISTING= 9 P.S. C(o PARKING VOUCHERS GONTRACTED L/ GIT'T M5 $.- All work to be in full strict accardance and Cam liance with 1 • +VARIANCE REQUESTED TO LJAIVE = -( EXTRA REQUIRED. � ���® �� '���#� PROPOSED No. OF CHILDREN (&5 CHILDREN) 110 GR - all Caber and agencies havi � Jurisalictian. = 1240 E= Written dimensions shall take precebence over sca leb dimensions. � . ��®5�569-�24® FAX. (305) 569-1932 N / PROVIDED OUTDOOR REGREATION SPACE APPROX_= 5,300.00 SP_ �.- G®ntractor shall thoroughly familiarise with drawings end 61 1 sca e of work prior to commencin work. All dimensions shall be REGr�EATION AREA REQUIRED = �� S.F. /C1/2 GI-TIC®REN)xC2�) = 1,�2�.00 S.F_ � IO `� (NO CHANGE) field verified and the Architect shall be notifleb prior to ,5.00' TRAGK A Commencing any work of any ollscrepancles between prepared REVISIONS BY drawings anb field Condition" 2ND FL.ADDITION G.P. 71.= All wood bearing partitions to be one hour fire rateb construction. 8/15/07 e :5.- Contractor shall stake out in the fielb all unberground utilities known or encounter before to beg inning excavation. 25' ,5.00' I60.7' c-).= Contractor shall coordinate a l I =tra ales before placing Concrete. - 10.= All finished materials shall be class "C11 min" Flame spread. 11.= partitions to run from floor to underside of slabs, ,joists or trusses and to consist of wood studs at 16 ° o.c. with 1/2° s a 1 lboa rd both sides U.O.N. N.T.S. EZ e y p sum w * " 12.-Gomplete all bath wall,wallboard behind sinks, lavatories, bathtub, showers, water Closets and bidets to be water resistance type. SHADED AREA DENOTES AREA OF 13.- Contractor shall coordinate thickness of partitions to PiROPOSED 2ND FLOOR ADDITION A !VE 1 ' =o" � accommobate mechanical work- 14.=14.= Lumber used for stubs in interior nonbearing partitions shall be 12 0,12 't z of a stress grabe not less than 22a P.S.I. nominal extreme fiber n ��� `� StreS3 in bending 2 - ........ 1�.- Contractor shall provide continuos caulk and sealant around a 11 SET ® �� exterior o enin s to prevent water penetration and air leaka e JUL JUL SPI<E p I° I° ii in accarL11 wi LIT ! ' .i .�. y I 1 1 y II ' ® ,X- ; 1�.- General Can�ractor shall verify with Flood Gan�ral Depar�menL in Dade County before starting construction. co {� � any bis Crepancies are found, stop working immediately and II I loaf �c16tMC-MEtER iY _I n o t I f y owner o r A r v t 1 t l..i 6.r t. NEW �p pp �p D18CCNECT EXIT EXIT �' . � ll.ILll � . 3' CQ �� 1-1.30' SITE INVESTIGATION: x `- AXIS T ING A/C CO1�iPR SSOR y y y . . �- xaminaLion o> contract documents anal site aT work: The bidder - o LJ/ WOOD S, -R�EN {�\ /�} ��¢ is required, before submitting his proposal, to visit the site of the LO EXITS .r. _ EXIST I T �f+/ 7 I bri' I 1 1 1 EXISTING - p p Familiarize himself with zhe nature and extent r r m� ® _ l �r C 0 ore wo an a � o work n any ca c ir! I I ns a may in any r affect i f k a d a l® 1 0 b"t"a yh y a manna ff t {� - ` ' ' CO1�M�RCIAL BLDG. :=v . - ��®POSED the work t® be bone an��l eoluipment materials and labor required STAIR , X �', o _ therefore. Since the work@ involves new buildings, systems and u - 3 ° ° 1� ' -OI � facilities, special consideration shall be given to examination of E - E .W. - / worleing conditions_ New facilities anb all builoling structures L � r familiarize himself with all existing conditions. Slight variation of IS ::::,�EX15TING ENTRANCE GATE �O� ENTRANCE ��I�ST�NG �. routing and or constructions should be anticipated by the � contractor to avoid conflicts with other trades. These variations J �/ o 0 — 0 (D ' 1 -011 1 �d 11 1 2 Y� II II ' ,.. _ - = _ = e - re expressly included as ar of the work whenever required O , a p t at n® additional cost to the owner. Ignorance on the part of - EXIST_ - y ntractor will in no wa relieve y y " - �� � _. � - she ca y e him of the obi ga�ians and LD TR�� , ° � _ � EXISTING - � �a - � , X responsibilities assumed under this contract. 0 C H I L D RIE �C z Y. « C 1 3 OUTDOOR ' ; foul ° PLA�'GROUND AREA �. W. EXISTING HANDICAP :l EMMA CONT II IOUS _ g SIGN 2 -0 OVER-BIDE _ EXIST o SODDED x nD C _T EXISTING TREE \ ASPHALT aXISTI o TRH ' DRIV RWA EX1ST. 41 nln SATE WOOD FENCE " UJI®E SOLID BLUE CONTROL IL BOX \ w, X PAINTED STRIPE 4` SOLID BLUE Flu .L PAINTED STRIPE J) ° 1� SOLID GLUE Z .U - - OUTSIDE z I - I = I - I� o ® PAINTED STRIPE `� =0 0 - 9 0 0 n ---- ------ - - ----- -- ----- ° D BLUE INSIDE UJIDE I-I.G. EX15TING D:� �. AIS_E TREES X 0 I ' 4 WIDE DRAWN: E.I .L. — II - _ _ ;' N SOLID BLUE 28:3 REINFORGE`D PRECAST GONG. WHEEL STOP 2 -0 _ u '. _ . __ _ -_ ®_ ' .° -O SONG / 1/2 cal �?° W �, •W - ate. . . . e .r �- I CHECKED: G.E.P. STRIPE DRIVEN 2'-0" INTO GROUND (2) PER STOP X X X X X X 34,0102 �� � DATE: 04/25/02 EXISTING 12 a,l 2 11:3367 X 1 ST. HIGH ® � NELJ 4SPNALT PAVING SCALE: As SHOWN. EXISTING � ' � � CHAIN LINK FENCE ; ICI-®IIIc®.I _ I$NII�ER: HIGH OvER eRIJ5-4ED ROCK J® B LJALL � MIN '56 SHEET: pF I [DETAIL � A � CON ( 5L��l : 1 . N.T.S. T :. R P`�y 0 t � f FLAN SCALE. 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