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Westchester Dev. LLC - 23040188
0 1 DATE FILED: �r PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO:: _CERT. CAP. NO.: ALL INFO MUST BE COMPLETE 8t FILLED INTO BE ACCEPTED 90y ST. LUCIE COUNTY PUBLIC WORKS p BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE '20R51 FORT PIERCE, FL 34982-5652 .561-462-1553 APPLICATION for BUILDING PERIMT CERTIFICATE of CAPACITY/ZONING COMPLIANCE 1. LOCATION/SITE ADDRESS: PROJECT INFORMATION V 2. S/D NAME: 4- SITE PLAN NAME: INesac�f- U 3. PROPERTY TAX ID #: y 315 —12 2. -coo a 4. LEGAL DESCRIPTION (attach extra sheets ffnecessary): '9 5. PLAT. 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. ' O LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: BwN& /h,:hlce— TOW&rZ�v✓Og a>✓ i� 11. SETBACKS (ACTUAL) FRONT. BACK: RIGHT SIDE 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) 13. 14. [Q'INEW CONSTRUCTION [I RESIDENTIAL [ ] OT"gR (SPECIFY) [ ] EXPANSION/ADDITION [ ] COMMERCIAL LEFT SIDE: [ ] INTERIOR RENOVATION [ ] INDUSTRIAL DESCRIPTION OF PROPOSED USE: +SbvN . [I Sq. FtJCONSTRUCTION:. 1 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ 5- 00 C The value of construction Is used to determine the amount of pemrit fees to be assessed. St. Lucie County reserves the right to question and/or modify the Indicated value of construction if It Is demonstrated that the submitted figures are not consistent with similar types of Construction activities. If the value Is $2500 t or more, a RECORDED Notice of Commencement must be submitted with this appiicafim. t 7� i SLCCDV Form No.: 001-02 OWNER INFORMATION: NAME: w el 1d.0 , ,P1 -C- ADDRESS: CITY: P6(4 ,f 1. U u C i,e STATE: FL- Zip PHONE (DAYTIME): (1 1,_) 4 b 3 IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS - BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: Zip PHONE (DAYTIME): I 1 CONTRACTOR INFORMATION ST. of FL REGJCERT #: CMG o�3 ST. LUCIE COUNTY CERT #: BUSINESS NAME: 't�'`Q IN�� �'� T�/7r✓e- `�,� iJI�C•�, , G/ �•� QUALIFIERS NAME: ! G G' L; Gti I C - �i f C `► e �� ADDRESS: �ryy�yna 6 �03vM Ur C� P�v �J fG','� e av CITY: ZIP STATE: /C L PHONE (DAYTIME): 1 31 % 7 ^ (, U 9 (r FAX NO. 9 d � 0 v 66 ARCHIT/ENGINEER: Sn t 11 ®/P J771 ADDRESS: / CITY: (, d!A STATE: �6' ZIP PHONE (DAYTIME): _OSl �/ 117 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP STATE: ZIP IMPORTANT NOTICE: When a permit is issued and It is not picked up within 60 da s after notification It will be voided and returned to you by mail., i CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise Included with this building permit application. . The following building permit applications are exempt from undergoing a:full concurrency review: room `additions, accessory structures (all types), swimming pools, fences, walls, signs, screen moms, utility substations & accessory uses'to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE. AND INTEREST -THAT IS SUBJECT TO ATTACHMENT• AS A CONDITION OF THISPERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.' OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingZconstmandning. OWNER/CONTRACTOR SIGNATURE TORbiWATURE STATE OF FLORIDA, COUNTY OF �-t Lye r STATE OF FLORIDA COUNTY OF r�- The foregoing instrument was acknowledged The foregoing instrument was acknowledged before me this day of , 2021 by�Lwke5 ore me this day of . 20 , by ..vIho is personally known to me or who L�o is ersonally known to me has produced gas identification. o o has produced as Identification. Signature of Notary Signature of Notary Type or Print Name of Notary Type of Print Name of Notary •,;�Y"'�,. Patricia Ann Miller Notary Public Title Notary Public Title- � t'yCOMWM# .DM8i9 SMS • ,,, ., _ March 2 2006 l�6J'e BONDWRIM"FAMIMtIMWCEMiG � E�Commisslon Number � 4QQv % Commission Numer (seal) JEAN E. SAKOWSb (seal) :•: MY COMMISSION # CC 985719 a EXPIRES: March 7, 2005 Bonded ThruNotary Public Underwritere — - NOTE: TWO (2SIG EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNE". UILQER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. I —a BP #: ....::..::....... . v:. v: .:.: 4:0:??Si:: i}i:•i J•y r•:ii:-ii:•i:•.-�.�.}jiji}i :{.::.}• .:?S::{i:ii.iiiiv:-iYr:iirii:?ni:if:-`.:ij}::iii::i':�vvi:???-iii' : n.4?•.m::..:. �:{}:yijir•ii':j`v"ii:Y?. n't:i....... n....... .- ::•r:.: � .::::{. .....f.v....-.."...,..,:n:....:nl:?::v.�iiii?i?i}i}iiiii i'::':ii?:':vi'i' ..:: .... :••• i:•iiiiiii iiY: ..:.::::::::...........n.......r..v.......n'-ii:•ii:?:riii:+4iiiii::^i:+-: ii::.v?...........v . .... ...-:'r•.:. .:. :: .......... .... ... ....vv.... n... :r.....:. ...... .. ...:::::. ................... ...... �:r.}v+:?i ::v:::::::::. ':....f:{{Ci x:::. v:_+-::; i}};y;:; :::+• :w:.. ••"?:iii: SECTION: TOWNSHIP: RANGE: MAP NO.: ) ZONING: LAND USE: LOT CVG %: TAZ NO.: FLOOD ZONE: FIRM MAP #: 1ST FLR ELV: MAX HGT: CST TYPE: TYPE: MAX OCCP: # OF FLRS: WATER: SEWER.'SPRINKLERS STORMWATE R LOT �RECek 1/90) LOT OF REC (aftr 1/90) LOT SPLIT LOT SPLIT REQ'D APPRV'D DECAL LIBRARY PARKS PERMIT NUMBER IMPACT FEE IMPACT FEE FEE REPORT CODE I PUBLIC BLDG IMPACT FEE HABITABALE AREA ON FEE " (RADON) Y NTOTAL ROAD GROSS ROAD CREDIT ROAD IMPACT ZONE IMPACT FEE00, IMPACT FEE DUE Y N SCHOOL IMPACT FEE CREDIT • r:>;�::::::::•:::>?:<::<:> i:>•<:;_::<::s::::i>:: ' TOTAL CHOOL IMPACT FEE POLICE FEE FIRE FEE _ MISC FEES: r TOTAL POLICE/FIRE/ MISC. FEES Y N "ECI: ADDITIONALTOTAL ALL PERMITS--:-:," , FEES REVIEWS ZONING ZONING PLANS VEGETATION SEA MANGROVE REVIEWED BY EXAMINING TURTLE DATE I COMPLETE ® ' INITIALS G , Lucie West A Bank Atlantic Community 1850 Fountainview Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (561) 340 0134 Fax: (561) 340 3718 - j M tow% 0( ARKL��',,-�'�- PERMIT SET MARCH 7, 2003 S p, A DMJNA 14 ARCHITECTURE/EiGINE EI• I (F' ANC I /INTERIO 800 Douglas Ertraance Coral Gables, Florida, 33134-3,119 Tel: (305) 4441i 4691Fax: "305' 447 3580 Florida License AA0003298 V ON iil- E �4 7tJr�J ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN REVIEWED DATE PLA &APEIRMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE s r ,r GENERAL NOTES 25. ALL CONTRACTORS, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR I 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO THE RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY BUILDINGS, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS OR BERMS. 26. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE JOB SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL- PROVIDE FIVE (5) SETS OF AS -BUILT DRAWINGS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL PREPARED BY A PROFESSIONAL LICENSED SURVERYOR (PLS) WITHIN THE STATE OF FLORIDA TO THE ENGINEER DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS BEEN COMPLETED. Westchester ssk`°Aunt FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE r 27. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND MADE AT THE CONTRACTORS EXPENSE. THE CONTRACTOR IS TO CONTACT SUNSHINE 48 HOURS PRIOR TO UTILITIES, STORMWATER STRUCTURES AND PIPES SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID ANY EXCAVATION AT 1-800-432-4770. COSTS: 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES q PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS. CONTRACTOR ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. 28. ALL T A OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENT. 1850 Founteinview Blvd., Suite 201 ADJUST ALL FINISHED GRADE WITHIN LIMITS OF WORK. 29. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL Port St. Lucie, Florida 34986 UTILITIES. THE ENGINEER MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. Tel.: (772) 340 3500 FeX: (772) 340 3718 ' 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMITS OF WORK INCLUDING THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CONTRACTOR. BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC., UNLESS INDICATED WITH THE DEPARTMENT OF TRANSPORTATION, OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL 30. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE 0 ROADWAY AND TRAFFIC DESIGN STANDARDS ( BOOKLET DATED JANUARY 2000) WITHIN THE PROPOSED BUILDING FOOTPRINT AND FOR A DISTANCE OF 5 FEET BEYOND THE BUILDING FOOTPRINT. CONTRACTOR ALSO TO REMOVE MATERIALS 1N VICINITY OF EXTERIOR BUILDING COLUMNS. ' 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY EARI}IWORK AND SITEWORK S1' i fis Candela DMJM SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING THAT MEETS THE !"is RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, CABLE AND FIRE ALARM). FINAL DESIGN LOADS AND REQUIREMENTS SET FORTH' BY ST. LUCIE COUNTY TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. ACHIEVED ON THE SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE OWNER SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING OF THE AREAS. THE CONTRACTOR 8OO DOU(JIOS Entrance 7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, SIZE, INVERTS AND TYPES OF EXISTING PIPES AT ALL Coral Gables, Florida, 33134-3119 PROPOSED POINTS OF CONNECTION PRIOR TO ORDERING MATERIALS: WHERE AN EXISTING UTILITY IS FOUND TO SHALL PROVIDE THE OWNER AN THE ENGINEER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THE Tel.: (305) 444 4691 • CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE TESTING COMPANY. ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND -THE INFORMATION FURNISHED IN WRITING WWW.SCpmIamLCOmFax: (305) 447 3580 F R THE RESOLUTION OF THE CONFLICT 2. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO NOTICE Florida License AA0003298 TO THE OWNERS REPRESENTATIVE 0 TO PROCEED TO DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE SPECIFIED ON THE PLANS. RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. ALL AREAS Y THE CONTRACTOR, IN A LOCATION DETERMINED BY DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, OR PAVEMENT SHALL RECEIVE 3. ALL EXCESS FILL FROM SITE SHALL BE STOCKPILED B SIX INCHES OF MULCH AND SEED. THE OWNER OR THE OWNER'S REPRESENTATIVE. a anin assoclaces 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY. FEES FOR 4. CLEAR AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM WEEDS, RUBBISH, AND ALL OTHER, DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE Urban &Environmental Planners 'Landscape Architects AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. SURFACE OF THE GROUND. 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 NOTIFICATIONS AND i WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION 5. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH WORK INDICATED ON THE DRAWINGS. OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM ONSITE, AND MATERIALS TO BE DISPOSED OF ONSITE, ALL OF 11. ALL PROPOSED MONUMENTATION AND ANY EXISTING MONUMENTATION DISTURBED DURING CONSTRUCTION WHICH AFFECTS THEIR PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE Tr I SHALL BE RESET BY A PROFESSIONAL SURVEYOR (PLS) LICENSED WITHIN THE STATE OF FLORIDA. THE `YCiYICiSS6 HCIYIgBiZ Bl"ZISthYI, Inc. Y SHOWING LOCATIONS OF ALL SURFACE FEATURES AND TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO CONTRACTOR SHALL PREPARE AN AS -BUILT PLAN SURVE S W LOCATION, SIZE AND INVERTS. EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING SUBSURFACE UTILITY SYSTEMS INCLUDING THE L CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO Transportation ' RTHWORK OPERATION AND IMPORT MATERIALS, AT NO EXTRA COST, FROM ONSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND rva�� I'�°�alopmo9t 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES F 01W' 0 EA PROPER FILL. MAINTAIN ALL EROSION CONTROL MEASURES .AND SEEDED EMBANKMENA DURING CONSTRUCTION. EROSION Environmental CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT OF ALL LANDSCAPED AREAS. 6. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS, SEED AND MULCH, OR SOD ON EXPOSED SLOPES Services WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND` AT ANY OTHER TIME AS NECESSARY TO PREVENT 135 West Central Boulevard, ,Suite 800 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFFSITE ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE STAKED. :Orlando, Florida 32801 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER 407.839.4006 • FAX 407.839.4008' 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHAD CONFORM TO ALL LOCAL MUNICIPAL QUALITY STANDARDS DURING_ CONSTRUCTION AS SPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION i STANDARDS. WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM 7O REQUIREMENTS SET FORTH BY THE SHALL BE MINIMIZED AS DEFINED IN THE SPECIFICATIONS AND PERMITS. THE SPECIFICATIONS PROVIDE ONLY A i FLORIDA DEPARTMENT OF TRANSPORTATION." MINIMUM REQUIREMENT FOR EROSION AND SEDIMENTATION CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY I PARKING SPACES, RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN TO IMPLEMENT CONTROL MEASURES NOT SHOWN IN SPECIFICATIONS. ALL COSTS ASSOCIATED WITH TURBIDITY 15. ALL HANDICAP ACCESS BLE ' CONFORMANCE WITH THE AMERICANS AND DISABILITIES ACT, THE STATE OF FLORIDA, AND THE REQUIREMENTS CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR. SET FORTH BY ST. LUCIE COUNTY (WHICHEVER IS MORE STRINGENT) 8. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL ALSO OPERATE AND MAINTAIN EROSION' AND SEDIMENT 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENT SET FORTH BY ST. CONTROL DEVICES AND STRUCTURES IN ACCORDANCE WITH :,THE REGULATIONS SET FORTH IN THE NATIONALS 4 LUCIE COUNTY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES). 17. BENCHMARKS FOR CONSTRUCTION HAVE BEEN PROVIDED ON THE AERIAL TOPOGRAPHIC MAP OF 9, THE CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION UNLESS SODDING, OR CONSTRUCTION PLANS. FLORIDA STATE PLANE COORDINATE SYSTEM (FLORIDA EAST ZONE) NAD 83/90 OTHER MORE READILY EFFECTIVE STABILIZATION PRACTICES ARE SPECIFIED' ON THE PLANS. Sheet Title: 18. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE 10. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY ST LUCIE COUNTY, CITY OF PORT ST. LUCIE, LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF i 1-95 OCP n Idwer FDOT STANDARDS, THE PLANS, AND CONSTRUCTION SPECIFICATIONS, WHERE CONFLICTS OR OMISSIONS EXIST, ST TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. LUCIE COUNTY S STANDARDS SHALL DICTATE. HOWEVER CONTRACTOR SHALL BRING ALL CONFLICTS TO THE TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND General Notes ATTENTION OF THE ENGINEER. SUBSTITUTIONS AND DEVIATION FROM PLANS THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE AREAS ARE STABILIZED E AND DISTURBED SOIL E SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER. BARRIERS. AT NO TIME SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY I FOOT CONSTRUCTION STANDARDS SHALL APPLY FOR WORK WITHIN FDOT RIGHT-OF-WAY. STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE. DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL 11. CLEARING AND GRUBBING DEBRIS SHALL BE DISPOSED IN A LEGAL FASHION. PRIOR TO ANY BURNING, THE THESE PLAN 19: SHOP S AND ALL PROPOSED WORK PRIOR TO INSTALLATION. THE DRAWINGS WILL THEN BE FORWARDED TO ST. LUCIE COUNTY FOR THEIR CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPLICABLE REGULATORY AGENCIES. APPROVAL WATER AND SEWER DRAWINGS SHALL BE FORWARDED TO CITY OF PORT ST. LUCIE FOR THEIR ' ARESUBdECTT® rCOpRECTIONS' , APPROVAL. ; REQUIRED BY FIELD INSPECTORS THAT Issue Date: Project No, 20. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE - lIAYBENECESSARYINORDERTO FEB. 27, 2002 032112225 COMPLY WITHALLAPPLICAi3LECODE$. OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM JAN. ZO, 2003 OWNER REVIEW ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR MARCH 10, 2003 PERMIT SET ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL i BE FULLY BORNE BY THE CONTRACTOR. I i 21. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE f CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY (66 n CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES o AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF t "' THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER ` ' 0 N TH PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE \-y' ^ N SHOWN 0 E1 �, PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTORCl 'S ' O Y m RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY ( 1 I I , Drawing No.: STANDARDS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE I VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. F 22. A PRECONSTRUCTION MEETING IS TO BE HELD BETWEEN THE OWNER, ST. LUCIE COUNTY, CITY OF PORT ST. i o LUCIE, ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. 23. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, 8 INCLUDING SPRINKLER SYSTEMS, SHALL BE PLACED BENEATH THE PAVEMENT AND .ITS EDGES PRIOR TO THE u� CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE i � ! ENGINEER. 8 24. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. w THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED o _ _ TESTING. FINAL TESTING OR PRESSURE TESTING WILL NOT BE ACCEPTED UNLESS WITNESSED BY THE OWNERS _ n REPRESENTATIVE. w� 8 - R PE,#.-!�0682 { a 7961con-lnfoNotas � 11PA D CRETE PA INV.=26.00 \ \ \ t 20' FPL EASEMENT \ \\ � ` \,r 18 LF OF 4" PVC" s \ \ v 26 7.17 SILT FENCE s-2\\ �O e.6 \1s90 E3 as \ o.uy 32 \�27.4 `\: \ TIE TO 6.e4 EXISTING } \;,.33 \ , I M \ TOWER ICON 29 27.93 \ SEE ARCHITECTURAL PLANTa` \ \ \ PROP. TOWE \ A pp �\\ 27.9 •\ ; 2724 \ \\ ry ry \ v v O2857 JECT BOA 4DARY \ \ \ \ \\ 11 ��. SILf FENE 27=7 \\ ezX a LP m \ CONTRACTOR ' O PROVIDE SLOPE 'PROTECTION. \, 4e6, �\ SLOPE PROTEC`TT�ON TYPE SHALL BCE\APPROVED BY \ 7 o \ENGINEER OF RCORD PRIOR TO INSTALLATION l a \ \ a e%:a1 \ m n .. 8 ' o rn a WESTCHESTER PROPERTY j BOUNDARY' lea 4 Ia �vs I +' I I i J { 4 1 i i We. ats s ° Dew Aq,,pment Communly Comilpoy I I 1 1850 Fountainview Blvd., Suite 201 I Port St. Lucie, Florida 34986 Tel.: (772) 340 0134 Fax: (772) 340 3718 1 I I I i I i i j i I I I I { i spilas CandelaJ ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 I Tel.: (305) 444 4691 • Fax: (305) 447 3580 www.scpmiami.com Florida License AA0003298 i I 1 I anin assoclates. Urban & Environmental Planners ' Landscape Architects : P I 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 11 P�< WWW.CMIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. ' i hanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services j 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 EB3932 yj 407.839.4006 ■ FAX 407.839.4008 , I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRiCTIOW REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL Sheet Title: ISouth Icon Grading Drainage lPlan , Issue Date: Project No. JAN. 20, 2003 OWNER REVIEW I MARCH 10, 2003 PERMIT SET AM Ilk VIX IL { ! I , Drawing No.: I C-2 f 796SIt�n-SitoMap W =y In 'j- (1J 0 (y) 0 CD (U (') 0 a) 3 0 Cu z Q 0- W F- 0 EY W 0 F- F- O 0 CI` co Ln m Q Q C_) m OD In Iq z 0'� om In I 0 DESCRIPTION: k C A PARCEL OF LAND LYING IN SECTION 15, TOWHSHIP 37 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA AND BEING MORE PARTIULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST RIGHT-OF-WAY LINE OF Q INTERSTATE HIGHWAY I-95 AT STATION 644+99.06, 174' LEFT ACCORDING TO THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 94001-2412 DATED 6-2-77 (SHEET 2 OF 14) ; THENCE SOUTH O 18047'19" EAST ALONG THE WEST RIGHT-OF-WAY LINE OF SAID I-95, A DISTANCE OF 182.29 FEET; THENCE P. SOUTH 71012'41" WEST DEPARTING SAID WEST RIGHT-OF-WAY LINE, A DISTANCE OF 146.14 FEET TO A POINT I-95 BASELINE STATION OF INTERSECTION ON THE WEST LINE OF THAT 50 FOOT INGRESS AND EGRESS EASEMENT, RECORDED IN 644+99.06, 174' LEFT OFFICIAL RECORDS BOOK 675, PAGE 1955 AND OFFICIAL RECORDS BOOK 1088, PAGE 1039, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 19°45'42" EAST ALONG SAID WEST LINE, A DISTANCE OF 65.74 FEET; THENCE NORTH 90000'00" WEST DEPARTING SAID WEST LINE, A DISTANCE OF 73.87 FEET; �J I THENCE NORTH 00000'00" EAST, A DISTANCE OF 62.00 FEET; THENCE NORTH 90'00'00" EAST, A DISTANCE OF 010 52.00 FEET TO THE POINT OF BEGINNING. 3? CONTAINING 0.0899 ACRES, MORE OR LESS. 0 0) V ' O N o ^ v ' > N \ 1� of 0L7" ��c5-1\ \ I \ 27.1 ' XISiT. St iEU._ROC! ROAD r \ \ /---FXI\T. TOB \ `/ \ \ 0 \ E'OST. EOVJ 1� E)131. BARRED WIRE FEh!CF N900 k '00"E W 52.00' 9I 0 3� 0 0 `P.O1 L1 A oto � y 0 0 PROP. TOWER z BASE BENCH MARK FLORIDA D.O.T. SURVEY MARKER IN A CONCRETE MONUMENT 5.8' +/- SOUTH OF SOUTH CONCRETE WALL AT 1-95 INTERCHANGE AND GATLIN BLVD. STAMPED 19585A18 ELEVATION = 53,433, SURVEYOR'S NOTES: THIS SURVEY IS PREPARED FOR WESTCHESTER DEVELOPEMENT, LLC. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT REGORGED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHAL'- NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. INC., IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE INTERSECTION OF THE CENTERLINE OF GATLIN BOULEVARD (ALSO BEING THE NORTH LINE OF SECTION 15) AND THE WESTERLY LIMITS OF GATLIN BOULEVARD RIGHT-OF-WAY AND THE WESTERLY LIMITS OF THOSE LANDS DESCRIBED IN AN ORDER OF TAKING DATED JULY 4, 1979 AND RECORDED IN OFFICIAL RECORDS BOOK 311, PAGES 2946 THROUGH 2952, INCLUSIVE PUBLIC RECORDS OF SAID ST. LUCIE COUNTY AND AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAPS FOR STALE ROAD NO. 9 (I-95), SECTION 94001 - 2412, DATED 06/02/77, WITH LAST REVISION OF 09/11/79 ITHE ABOVE DESCRIBED WESTERLY LIMITS OF GATLIN BOULEVARD BEAR SOUTH 00`01'45" WEST AND ALL BEARINGS ARE RELATIVE THERETO) 8. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION, ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE 'X' ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO.120285-0275F, DATED AUGUST 19, 1991. 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12. DATE OF FIELD SURVEY: MAY 11, 2002. 19 ,I N9000010 "W 3.87' V7 r' Y\287 27.2 \ �uA n \ 1 N y PG. =PAGE I �' P.O.B. =POINT OF BEGINNING \ A = DELTA ANGLE P.O.C. = POINT OF COMMENCEMENT L = ARC LENGTH P.P. = POWER POLE B.M. rL = BENCH MARK P.R.M. = PERMANENT REFERENCE MONUMENT = CENTERLINE R = RADIUS CONC. = CONCRETE RAD. = RADIAL ELEV. = ELEVATION R/W = RIGHT-OF-WAY E.O.P. = EDGE OF PAVEMENT T.O.B. = TOP OF BANK E.O.W. = EDGE OF WATER TYP. = TYPICAL F FOUND = SET IRON ROD WITH CAP LB NO, 6674 F.P.L.P. = FLORIDA POWER &LIGHT N.G.V.D.= NATIONAL GEODETIC VERTICAL DATUM = FOUND IRON ROD & CAP AS DESCRIBE, O.R.B. = OFFICIAL RECORD BOOK p% P.B. = PLAT BOOK �% = EXISTING ELEVATION IN FEET WESTCHESTER BOUNDARY 1 1 20 40 'f ray - ".:,•• ram, �� MASTER PLAN TALL 110 Y,`1Rr f -(k!CE ON FILE 1' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO \ COMPLY VATH ALL APPLICABLE CODES, \ CERTIFICATION: NOT VALID WITHOUT THE SI URE AND LICENSED SURVEYOR AND Ni PER. / GARY R. BURFORD, PROFESSIONAL -A, D SURVENOI FLORIDA REGISTRATION NO. 45.ft SEAL OF A FLORIDA V LIJ Q 0 n- U) �� >- 0 < V Q O m � O I ' Q W' 0 1 \Li in W Q o Ii m 0 T r w �LLJo z o U) ;}LL o W Q I Lu' cr� o o o m a > o w O CV O �:D O O CV CV 0') — mCID � Q 0- m (D J W (D 0 o 0 m co 0 V LL EB 3432 / LB 6674 ` co • c, 10 E O V C • .r • Y rm c0 e • w 3 •.Q > �a . J• o)-129;m J_ U •� u)EJ • oZi ¢ 0- o W Up • z Z �� O CL • < �co .0 - Q a o: oD . • Z �� c oo m • C 0)Uuo 0 m 0¢ r E w (nwa�a 0 To • zzmm 3 (D z 0-0 m o • J W FILE BS B589 SHEET 1OF 1 I ARCHITECTURE RHIT �.: r NTERIORS ABBREMATiONS AB ANCHOR BOLT GA GALV GAGE, GAUGE GALVANIZED S SAN SOUTH SANITARY AC, A/C AIR CONDITIONING OB GRAB BAR SB SPLASH BLOCK ACOUS ACP ACOUSTICAL ACOUSTICAL CEILING PANEL OC GENERAL CONTRACTOR SBC SCHED STANDARD BUILDING CODE SCHEDULE(D) AD AREA DRAIN GEN GIL GENERATOR GLASS SO SOAP DISPENSER ADDL ADDM ADDITIONAL ADDENDUM GL BILK GLASS BLOCK SECT SECTION ADJ ADJUSTABLE OR GT GRADE- GROUT SF SFBC SQUARE FEET SOUTH FLORIDA BUILDING CODE A/E ARCHITECT/ENGINEER GVL GRAVEL SH SHELF AFF ABOVE FINISH FLOOR GYP GYPSUM SHT SHEET AGGR AHU AGGREGATE AIR HANDLING UNIT GYP BD GYPSUM BOARD SHTHG SHEATHING AL, ALUM ALUMINUM GYP PLAS GYPSUM PLASTER SIM SPECS SIMILAR SPECIFICATIONS ALT ALTERNATE H HIGH SPKR SPEAKER ANOD AP ANODIZED ACCESS PANEL HB HOSE BIBB SQ SQUARE APPROX APPROXIMATE HC HANDICAPPED, HOLLOW CORE SS, SST STAINLESS STEEL APT APARTMENT HOWE HARDWARE ST STA STREET STATION ARCH ARCHITECTURAL) HM HNDRL HOLLOW METAL HANDRAIL STD STANDARD ASPH AUTO ASPHALT AUTOMATIC HORIZ HORIZONTAL STL STEEL AV AUDIO/VISUAL HPT HIGH POINT STOR STORAGE AVG AVERAGE HVAC HEATING, VENTILATION & AIR CONDITIONING STRUCT STRUCTURAL HWH HOT WATER HEATER SUSP SUSPENDED SUSP CLG SUSPENDED CEILING B BB BASE BULLETIN BOARD ID INSIDE DIAMETER SYM SYMBOL, SYMMETRICAL BD BOARD IN INSUL ( INSULATE (D), (ION) T TREAD BETW BITUM B BITUMINOUS INT INTERIOR T&B TOP AND BOTTOM T&G TONGUE AND GROOVE BLDG BM BUILDING BEAM JAN JANITOR TEL TELEPHONE BOT BOTTOM JC JANITOR'S CLOSET TEMP THK TEMPORARY THICK(NESS) BR BEDROOM JT JOINT TMPD TEMPERED BSMT BU BASEMENT BUILT—UP KIT KITCHEN TMPD GL TEMPERED GLASS BUR BUILT—UP ROOF LAB LABORATORY TOB TOC TOP OF BEAM TOP OF CONCRETE C/C CENTER TO CENTER LAM LAMINATE(D) TOF TOP OF FOOTING CAB CABINET LAV LB LAVATORY POUND TOIL TOP TOILET TOP OF PARAPET CAR CB CARPET CATCH BASIN LBL LABEL TOS TOP OF SLAB CD CONSTRUCTION DOCUMENT LF UNEAR FEET TOW TOP OF WALL CEM CEMENT LKR LOCKER TV TELEVISION CEM PLAS CEMENT PLASTER LKR RM LOCKER ROOM TWS TACKABLE WALL SURFACE CER CERAMIC LONG LPT LONGITUDINAL LOW POINT TYP TZ TYPICAL TERRAllO CER TILE CH BD CERAMIC TILE CHALKBOARD LR LIVING ROOM CIP CAST -IN -PLACE LT WT LIGHT WEIGHT UC UNDERCOUNTER, UNDERCUT CJ CONTROL JOINT LVR LOUVER UL UNDERWRITERS LABORATORIES CL CENTER LINE M METER UNF UON UNFINISHED UNLESS OTHERWISE NOTED CLF CHAIN LINK FENCE MACH MACHINE CLG CU. CEILING CONTRACT LIMIT LINE MACH RM MACHINE ROOM VCT VINYL COMPOSITION TILE CLO CLOSET MAINT MAINTENANCE VERT VERTICAL CUR CLEAR, CLEARANCE MARB MAIL MARBLE MATERIAL VEST VIF VESTIBULE VERIFY IN FIELD CMU CONCRETE MASONRY UNIT MAX MAXIMUM MN VINYL COL CONC COLUMN CONCRETE MC MEDICINE CABINET VOL VOLUME CONF CONFERENCE MECH MEW RM MECHANICAL MECHANICAL ROOM VWC VWP VINYL WALL COVERING VINYL WALL PANELING CONST CONSTRUCTION CONT CORR CONTINUOUS CORRIDOR x . MET MEZZ METAL MEZZANINE W W/ WEST, WIDE, WIDTH WITH CSK , COUNTERSUNK MFR MIN MANUrACTURER MINIMUM, MINUTE WC WATER CLOSET DBL DOUBLE MISC MISCELLANEOUS WD W/o WOOD WITHOUT DO DESIGN DEVELOPMENT MO MOD MASONRY OPENING MODULAR, MODULE WP WORKING POINT DEMO DEMOLISH, DEMOLITION MR MOISTURE RESISTANT WT WEIGHT DET DETAIL, DETECTOR Mill MOUNTED WWF WELDED WIRE FABRIC DEPT DEPARTMENT ;a MYI METAL WTRPF WATERPROOFING DF DIA DRINKING FOUNTAIN DIAMETER MULL--_ MULLION XFMR TRANSFORMER DIAG DIAGONAL IN NORTH DIM DIMENSION DOWN NA, N/A NOT APPLICABLE YD YARD DN DO DITTO NFPA NATIONAL FIRE PROTECTION ASSOCIATION DR DINING ROOM, DOOR NCVD NATIONAL GEODETIC VERTICAL DATUM DS DOWNSPOUT NIC NOT IN CONTRACT DW DISHWASHER NO NUMBER DWG DRAWING NOM NOMINAL NTS NOT TO SCALE E EA EAST EACH OC ON CENTER M L AT ANGLE EHPA ENHANCED HURRICANE PROTECTION AREA OD OFCI OUTSIDE DIAMETER OWNER FURNISHED - CONTRACTOR INSTALLED FE CENTER LINE EIFS EXTERIOR INSULATED FINISH SYSTEM OFF OFFICE [ CHANNEL EL ELEC ELEVATION ELECTRICAL) OFOI OWNER FURNISHED - OWNER INSTALLED 0 DIAMETER ELEV ELEVATOR OPNG OPENING # POUND, NUMBER EMER EMERGENCY OPPOSITE R PROPERTY LINE ENGR ENGINEER ORD OVERFLOW ROOF DRAIN EPDM ETHYLENE PROPYLENE DIENE MONOMER OVHD OVERHEAD EQ EQUAL OZ OUNCE EQUIP ESCAL EQUIPMENT ESCALATOR PB PANIC BAR ESMT EASEMENT PCC PRECAST CONCRETE EW EACH WAY PER PERPENDICULAR EWC ELECTRIC WATER COOLER PL PLATE, PROPERTY LINE EXH EXHAUST PLAM PLASTIC LAMINATE EXP EXPANSION PLAS PLASTER EXP BT EXPANSION BOLT PLYWD PLYWOOD EXP IT EXPANSION JOINT PNL PANEL EXST EXISTING PNT PAINT EXT EXTERIOR PREFAB PREFABRICATED PT POINT, PRESSURE TREATED FACBC FLORIDA ACCESSIBILITY CODE FOR PTN PARTITION BUILDING CONSTRUCTION PVC POLYVINYL CHLORIDE FD FLOOR DRAIN FON FOUNDATION QT QUARRY TILE FE FIRE EXTINGUISHER QTY QUANTITY FEC FIRE EXTINGUISHER CABINET FGL FIBERGLASS R RADIUS, RISER, THERMAL RESISTANCE FHC FIRE HOSE CABINET RAD RADIUS FIN FINISH RCP REFLECTED CEILING PLAN FIN FL FINISH FLOOR RD ROAD, ROOF DRAIN FIN GR FINISH GRADE REF REFERENCE FUR FLOOR(ING) RFR REFRIGERATOR FLUOR FLUORESCENT REINF REINFORCED, REINFORCEMENT FOC FACE OF CONCRETE REQD REQUIRED FOM FACE OF MASONRY RESIL RESILIENT FOS FACE OF STUDS REV REVERSED, REVISED, REVISION FT FOOT, FEET RM ROOM FTG FOOTING RO ROUGH OPENING FURN FURNITURE ROW RIGHT OF WAY FURR FURRING RWL RAIN WATER LEADER FUT FUTURE OTE OT ALL SYMBOLS AND ABBREVIATIONS LISTED APPLY TO THIS PROJECT EFER TO CONSTRUCTION DOCUMENTS FOR SCOPE OF WORK, SYMBOLS COLUMN IDENTIFICATION COLUMN GRID LINE T� PN PROJECT NORTH TRUE NORTH ZONE 1 MATCHUNE MATCHUNE ZONE 2 EL. +12'-0" ---- ELEVATION TOPS OF SLAB- LOCATION INDICATOR OFFICE ROOM NAME 234 ROOM NUMBER CHANGE IN PLANE OR FLOOR LEVEL Oq EXTERIOR OPENING (LETTER DESIGNATOR) INTERIOR OPENING (NUMBER DESIGNATOR) DOOR NUMBER (LETTER DESIGNATOR INDICATES ADDITIONAL DOORS INTO ROOM) DOOR NUMBER (SECOND NUMBER SERIES INDICATES ROOM NUMBER DOOR OPENS TO) DOOR NUMBER (FIRST NUMBER SERIES INDICATES FLOOR NUMBER) PARTITION TYPE (NUMBER DESIGNATOR) f (LETTER SUFFIX INDICATES _ MODIFICATION TO BASIC WALL TYPE) O FIRE RATING (HOURS) COMPOSITE PARTITION (TWO OR MORE PARTITION TYPES) SCHEDULED ACCESSORY (LETTER DESIGNATOR) A KEY NOTE (NUMBER DESIGNATOR) 1 - 1 INTERIOR ELEVATION (NUMBER DESIGNATOR) 4 00 ` 2 3 \ SHEET NUMBER PT-1 WALL FINISH RB-2 BASE FINISH CPT-3 FLOOR FINISH p_1 ROOM FINISH (REFER TO SCHEDULED SET) C BUILDING ELEVATION 32 (LETTER DESIGNATOR) SHEET NUMBER BUILDING SECTION (LETTER DESIGNATOR) A 412 SHEET NUMBER WALL SECTION (NUMBER DESIGNATOR) r1 445 SHEET NUMBER DETAIL (NUMBER DESIGNATOR) 1 445 SHEET NUMBER ENLARGED DETAIL I (NUMBER DESIGNATOR) 1 L — 45 SHEET NUMBER =yz1_REVISION NUMBER LEGEND OF �-vll'ATERIALS aQ 0o JO o 0o aQ Q POROUS FILL: STONE, GRAVEL, ETC. I I I_1 1 1=I l i�l 11—I1 1-1 1 Ill—1 I I EARTH, BACKFILL PLYWOOD RIGID BOARD INSULATION BATTS INSULATION IDIIG "B" BOUNDARY MARKER �r.I. 1-95 NORTH ICON TOWER, GENERAL NOTES 1-95 NORTH ICON TOWER, SITE GRADING PLAN 1 1-95 SOUTH ICON TOWER, GENERAL NOTES C-2 1-95 SOUTH ICON TOWER, SITE GRADING AND DRAINAGE PLAN STRUCTURAL S1.0.00 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS S2.2.11 SECTIONS AND DETAILS ARCHITECTURAL AO.02 INDEX OF DRAWING, SYMBOLS AND ABBREV. LEYEND OF MATERIALS A4.1,10 FLOOR PLAN AND ROOF PLAN A4.1.11 EXTERIOR ELEVATION AND SECTION PLUMBING P2.2.11 GENERAL NOTES, FLOOR PLAN AND ROOF PLAN ELECTRICAL EO.1.00 GENERAL NOTES AND SYMBOL LEGEND E4.1.10 UGHTING AND POWER FLOOR PLANS AND SCHEDULES THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A11 ,4:PP1 IrA!I.E CODES. Westchester I � Company, LLC 1850 Fountoinview Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel,:,(772) 340 3500 Fax: (772) 340 3718 Spillis Canneda DMJM ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 • Fax: (305) 447 3580 www.scpmiami.com Florida License AA0003298 Urban & Environmental Planners ' Landscape Architects 500 Delaney Avenue, Orlando, :Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Brustlin. Inc. Transportation Land R)evelopment " M Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407.839.4006 ■ FAX 407,839.4008 Sheet Title: BUILDING B ( SOUTH) BOUNDARY MARKER INDEX OF DRAWINGS, SYMBOLS AND ABBREV, LEYEND OF MATERIALSd Issue Date: Project No, MARCH. 7. 2003 032112225 Drawing No.: A001C)2M Professional of Record: Julio Grobiel Discipline: Architect Registration No. 5460 Q:\C-SAL-CENTER\ARCH\PLOT\AO02C Seal: 5" + 9=0 OSIMPSON HGT-2 (TYPICAL) ,� ATTACH TO TRUSS W/8 #iO x tY2 NAILS -2x4 TRUSS HGT-2 FOR CUPULA. SEE DWG.S2.2, 5 12 i 5" ex 8"L I NTE L W/2#3 TOP & 2#5 BOT - (4 SIDES) -' A --- S2.2a2 ' 5 PREFABRICATED WOOD TRUSSES IN, 2-2x 6 - TRUSS CONNECTIONS BY TRUSS FABRICATOR (TYP. ) 4 x 411 LONG 3/4" PLYWOOD PROVIDE NAIL TO 2 x 4 (TRUSS) *10d NAILS e Alc AT W/4 IP8 NAILS EDGES AND INTERMEDIATE SUPPORTS T_HRUOUT _ +66-'0. T,O.BM 8 z12 VJ/2#5 T. 0 t3. 2x6 (TYP) #3 a 80(DROP BOTT. AT OPN G. HEAD) (4 SIDES) SEE ARCH, FOR OPNGS ' t 51= 0" CONC. SLAB !x6 (TYP. ALL MEMBERS 12 510 NET UPLIFT PRESSURE= 46.1 PSF 0 13?4" ) GUNITE ROCK WALL OR r EQUIVALENT ` SEE ARCH. 6=6"MASONRY OPENING 5.0 #5 CMU VERT. REINF, E #'S e 3 ,)"0/c. +27`-6 CONC, SLAB`oo L_ z SEE ARCH. FOR SLAB OPNG. �- 1#51N CONC.. 'r FILL CELLS (T(F?) m `8"x 12" T.13 •' W/2#5 T. (TYP.) 4 SIDES Y +24=0 T. 0. BM (4 SIDES) _r PROVIDE 9 GA HORIZ. MASONRY - - 11 RE1NF0•RCENG EVERY COURSE 4"CONC. SLAB ON COMPACT FILL W/6x6-W 1.4/W1.4 _ CARVED STONE 8"x 221.13.(4 SIDES) WIRE MESH SEE ARCH, 2d5 T. 98, #3e12" I EL.0L0 • FRAMING BY OTHERS _ GUNITE 8"G'M.U. BLOCK J - 2 17+0' o 1 M I I I { 14 141I =-F-18'-Ox18'bx18" WF-18 W/2i 5 8' _ I _ _ _ -� W/244 5 E.W. TOP &BOTT. - � � . ._ , T. 0. FTG. _ , - -' �� .� V .y.14' 0 TOP OF FTG.(-2LO) WF.-18 F.18'x18CMU VERT.REINF. SEE TOWER ELEVATION TOWER SECTION 4V5C'32'C/c.(rYB) FOR REINFORCING 1/8=1=0 0 13,4 'OVER'HANG� ROOF FRAMING PLAN 5"CONC. SLAB 8 -� -I- 3 5=8" TOWER FOUNDATION 1%4 s1 10 1/2"SEALANT PREMOLDED FILLER MATERIAL —� SEE PLAN VERTICAL ELEMENT ISOLATION JOINT (J-2 ) 'HTT-22'W/32 #6 NAILS AND 5/6'0 ANCHOR IN EPDXY, 12 --PREFAB WOOD TRUSS I1 .2x6 8x12"CONC. BEAM —8 - 13=4" _ + g, 0 7,10„ .. +7-2" DETAIL A +ss-o _ 2.2 11 -1 1_10EL W/204 T.&B. 8" 540 8 I I S2•,2,11 I I ( 1 4' 115 AT C Rl3 i } �= 0'0 # 4 e 16" I I �2 0 -�--- — —__—L. 3 5=8" I „ 1#5 EA -SIDE OF OPENING .134 L 5"SLAB q*4e12" IN GROUTED CELLS I iI 2y.97410 2=9 EA. WAY TOP & BOT ( TYP. 4 SIDES ) „ + 27�.6" (TYP 4 SIDES) ENTRANCE CANOPY ) 2=1=0 - -- - SEE PLAN DETAIL C/S2.2.11 OPENING 3-Ox 3-'0 OPENING FOR CORNERS REINFORCING ' j \ AT SLAB EL.+274° +2.4=0 #4 'ADD L I _ _ 4 1 #k 4 1HOOK CORNERS r I r I ' ' 3,0 ( 1-0 r T.&B. 48 X LAP SPLICE t 8" EVERY 8-'0 ± NO CURB AT EL+27-' 6 4 _ 8"C.M.U.BLOCK 1'— 1#5 EA. CELL LED W/GROUT 1 I FILLED (TYP. EA.CORNER)ALTERNATE - t0 0 V 5 CON C. S LAB W/04 a 12'E W. BOT, BLOCK COURSES -2=O AND 44e,12x3=6+HK.TOP 4 SIDES (TYP, REINF. FOR SLAB EL.+27=6 &+51'-0 ) PLAN DETAIL C i/4"''=1'0 TOWER ELEVATION AT (4 SIDES) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY RELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. O=O = 29% N.G.V. D. MASTER LumNFin DETAIL B sz,�,1 Westchester Development Company, LLC 1850 Fountainview Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (772) 340 3500 Fax: (772) 340 3718 Spillis Candela DMJM ARCHITECTURE/ENGINEERING/PLAN NING/INTERIORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 • Fax: (305) 447 3580 www.scpmiami.com Florida License AA0003298 cmin Qs ociams Urban & Environmental Planners ' Landscape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental 4D Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407,839.4006 ■ FAX 407.839.4008 Sheet Title: BUILDING B SOUTH BOUNDARY MARKERS SECTIONS AND DETAILS Issue Date: Project No. 3 - 7- 0 3 032112225 Drawing No.: S2211 Professional of Record: W. Ronald Hunt Discipline: Structural Registration No. 19689 Seal: PLA N DETAIL „B,e Yn ATTArUCn TO 2 x 4 S(? 4"%, EXIST TRUSS DETA I L "A HED TO TRUSS B" AND TOP 'VIEW, FOR DIMS. 2x4 FROM TOP OF TR TO 1=6"ABOVE TRUSS (2) 2 x 4 W/o THRU BOLT W/NUT 4 WASHE COUNTERSINK 2 x 4 OUTSIDE FACE (TYP. ) TOP VIEW IHR0 HERSS (TYP (TYP.) ` BOUNDARY MARKER #1 oete• T01 MQ meM ©ccv" BJ3C I eJ�c, J9C J9CI J9CI J9C, I BJ7C BJ5C BJ3C BJ3C 19C J9C 79C J9C BJ3C �Sl RUCTURAL FASCIA OR THREADED 3-0 13-4 5-0 BEAM IS REQUIRED AT THESE JACKS CANTILEVER CANTILEVER FOR SUPPORT (BY BUILDER) . A. -ALL MEMBERS MARKEDQ-USE TWO ANCHORS SIMPSON HTT-22 ONE AT EACH SIDE OF TRUSS WITH 16 116 NAILS EACH. DRILL 6" IN EXIST. CONC. BEAM .AND SET W# ANCHOR IN EPDXY. B.- ALL OTHER MEMBERS USE ONE ANCHOR SIMSON HTT-22 W/32016NAILS EACH AND 5/ 0 ANCHOR iN EPDXY. 1 6„ ■ 2=6" ELEVATION SIMPSON CLIP ANGLE A44 W/4-10d NAILS AT EACH SIDE. e. ... , r, IIVVV 111. .THING TYP. 4 SIDES W/*8 NAILS e 6`'01c. COMMON'THESE PLANS AND ALL PROPOSED WO ARE SWECT TO ANY REQUIRED : , INSPICIORS Westchester Development Company, LLC 1850 Fountainview Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (772) 340 3500 Fax: (772) 340 3718 Spillis Candela DMJM ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 - fax: (305) 447 3580 www.scpmiomi.com Florida License AA0003298 can cociac Urban & Environmental Planners ' Landscape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407.839.4006 ■ FAX 407.839,4008 Sheet Title: BUILDING B SOUTH BOUNDARY MARKERS SECTIONS AND DETAILS Issue Date: 3-7-03 Project No. 032112225 Drawing No.: S2212 Professional of Record: W. Ronald Hunt Discipline: Structural Registration No. 19689 " w 0 r N a N O 0 N CD O l UJ O r•i _ i• WE SCALE: SCALE: 1/4" = V-0" Q:\B_BOUND\ARCH\2225AF18 ------------------- I I I 4" 2' 9" 2� 7-10" 2 9" 4" I------ -- -------------- ------ I I ii I ii I CONC. SLAB j I � EL 51'-O" 1 1 I ii I I�i I I ii I I�i I I i$ -----I ------------------------ I I I l- — — — — — — — — — — — — — — — — — — — J LINE OF OVERHANG ABOVE FLOOR P LAN 3 SCALE: SCALE: 1/4" = 1'-0" Q:\B_BOUND\ARCH\2225AF1B a STUCCO CEILING OVER MTL LATH SECURED TO WOOD FURRING AS REQUIRE ( TYPICAL ) II 11 II II II II II Il` II II 11 IIC-7`11C=]II II II 11 I1 II II 11 II II II II 11 2'-6` TYP. ri II u u n n II II u u II II II II II II II II ii II II 11 C-7 II C-3 II II NII II II II II II II II II I— 6" X 19" ATTIC ROOF VENT WITH BIRD SCREEN ( TYP. ) FOAM BRACKET ( TYP. ) REFLECTED CEILING PILAN SCALE: SCALE: 1/4" = 1'-0" Q:\B_B0UND\DETAILS\2225AD05B AT C.M.U. WALL, FILLS CELLS SOLID WITH CONCRETE AT EXPANSION BOLT LOCATIONS FACE OF WALL '/2" DIA. EXP. BOLT W./ 21/2" MIN. PENETRATION INTO CONC., AT EA. ANGLE BRACKET, TYP. 21/pp WX3/"THK.x4"X8"- GALV. STL, PL. ANGLE BRACKET - WELDED TO LADDER. ® 4'-0" O.C. MAX., TYP. 21/2" W, x '/2" THK. GALV. — STL FLAT BAR STRINGER '/g" DIA. SOLID GALV, STL. BAR RUNGS WELDED TO BAR STRINGERS ® 12" O.C. MAX., W./ 80T. RUNG 012" FROM FINISH FLOOR 3/I6°Xi l/2" GALV. VERTICAL BARS RIVETED OR WELDED TO HOOPS, TYP. 1/4"X2" GALV. STL. SOLID BAR HOOPS ® 4'-0" D.C. MAX., RIVETED OR WELDED TO LADDER STRINGER NOTE: EXTEND TOP OF LADDER STRINGERS AND CAGE 3'-6" BEYOND TOP LANDING SURFACE LEVEL 51'-0") 3 DETAIL SCALE: SCALE: 1 1/2" Q:\B_B0UND\DETAI1_S\222W05B v' ana v G 4 nnq a 4 a, r bf J I e 0 FLOOR PLAN (LEVEL 27'-6" SCALE: SCALE: 1/4 1'-V - Q:\B_BOUND\ARCH\2225AFIB 32'-0" r------ — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — ----------- II II (I II -------- II II II II II II II II II L---------------- L------ ------ GROUND FL SCALE: SCALE: 1/4" = 1'--0" Q:\B_BOUND\ARCH\2225AF1B R !` ko-cwA �'M,21�11LA, N f II II II 'I I II II II 1l II II If II II II II L II Westchester Development Company, LLC 1850 Fountainview Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (772) 340 3500 Fax: (772) 340 3718; l pillis Candela i ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 " Fax: (305) 447 3580 - www.scpmiami.com Florida License AA0003298 Urban & Environmental Planners " Landscape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Brustlin Inc Transportation Land Development Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407.839.4006 ■ FAX 407.839.4008 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TOW. CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSW IN ORDER TO COMPLY WrM AU MUCABLE CODIS, Sheet Title: BUILDING B ( SOUTH BOUNDARY MARKERS FLOOR PLANS AND ROOF PLAN Issue Date: Project No. MARCH. 7. 2003 032112225 Drawing No.: A41110 Professional of Record: Julio Grobiel Discipline: Architect Registration No. 5460 Seal: r W; N BIRD SCREEN ( BOTH SIDES ) 0 N t m 0 BUILDING SECTION 0 3 SCALE: SCALE: 1/4" = 1'4 Q:\B_BOUND\ARCH\2225AE1B d: Q SES DRAWINGS STUCCO FINISH L8" CMU CONC BLOCK (ET ASS REINFORCEMENT FIBER CEMENT TRIM (TYPICAL) FOAM TRIM W/ FIBERGLASS MAT. REINFORCEMENT W/ STOWE OR DRIVE- IT FINISH MI I io SIDING ON F D ETAI L FURRING :LT MOISTURE SCALE: SCALE i" = 1'-0" Q:\B-BOUND\ARCH\DETAIL\2225AD02B 3/4" PLYWOOD W/ 3 1/2' WOOD STUD PAINTED IN BLACK 5" 0 P °° e o d P 8"q4, a P i a 4 aO .p N " a 4" 8" 8" CMU CONC. BLOCK oa Q o a. ;TER a FRAME CONC. SILL (SEE STRUCT. DWGS) o In HURICANE IMPACT RESISTANCE FIXED WINDOW GLAZING IN PAINTED ALUM. FRAME ALUMINUM FRAME WOOD BLOCKING AS REQUIRED FIBER CEMENT TRIM 3 (TRIM) 2 2 2 3 (TR 12 5 177 IF- )OO�O�O�C �oO 000 r DETAIL SCALE: SCALE:i 1/2" = 1'-0" 3 / Q:\B-BOUND\ARCH\DETAIL\2225AD01 B a / CEMENT BOARD SIDING 8" CMU CONC. BLOCKi P N \_3" 0 WEEP HOLE W/ SCREEN ( TYPICAL EXTERIOR COLOR LEGEND: FOUR SIDES ) ALL PAINT COLORS BY SHERWIN WILLIAMS OSW2421 - NIMBUS WHITE (D SW7005 — PURE WHITE EXTERIOR � ELEVATION � OW: SCALE: 1/4" _ V-0" SW2001 - ROCKY COAST (Q\B_BOUND\ARCH\2225AE1B 5-0' COPPER FLAG FINIAL CORRUGATED METAL ROOF PANEL Westchester D r b e t Company,11" C. .-----.—FOAM BRACKET 1850 FountoinvieW Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (772) 340 3500 Fax (772) 340 3718. SMOOTH STUCCO FINISH ALUMINUM RAILING FOAM MOLDING CEMENT BOARD SIDING 3" FIBER CEMENT FRAME AROUND WINDOW 1.. ALUMINUM FRAME WINDOW WITH CLEAR TEMPERED GLASS +70.2 PSF 04.4 PSF o THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT o MAYBE NECESSARY IN ORDER TO COMPLY Wft'H ALL'APPLICABLE CODES. CARVED PLASTER OOaOQO E !`' E . c i a STUCCO FINISH 0 Q SEE FLOOR PLAN O 0�00�00�^ HOLLOW METAL FRAME 1-0" HOLLOW METAL DOOR 6'-10" r .xCandela Spillis JM ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS BBI 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 P Fox: (305) 447 3580 www.scpmiomi.com Florida License AA0003298 l CISS',C)CIMIS Urban & Environmental Planners ' Land cape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Brustlin Inc 'Transportation ° A T �M ?6P^ra ®levelopment Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407.839.4006 ■ FAX 407.839.4008 Sheet Title: BUILDING B ( SOUTH BOUNDARY MARKERS EXTERIOR ELEVATION AND SECTION Issue Date:' Project No. MARCH. 7. 2003 032112225 Drawing No.: A 4 "l Professional of Record: Julio Grobiel Discipline: Architect Registration No. 5460 Seal: W N N 0 0 0 N O b 3 m 0 OVERHANG OVERHANG SCALE: SCALE: 1/4" = 1'-0" Q:\13_80UND\ARCH\2225AF1B CONC SLAB (150 SF) CAW 4" AD so 1 LAIC nc rnTouauc i r- i ABOVE FLOOR PLAN (L V L 51 ' SCALE: SCALE: 114" = 1'-0" Q:\B_BOUND\ARCId\2225AF1B C34ENERAL NOTES 1, A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FDR COORDINATION OF THE PLUMBING WORK. C. COORDINATE AND PAY FOR ALL LICENSES, INSPECTIONS, AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER, D. GUARANTEE; THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. E. ALL. HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED AT 1/8' PER FOOT SLOPE FOR 3" PIPES AND LARGER AND AT 1/4" PER FOOT SLOPE FOR 2" AND SMALLER PIPES. 2. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT FOR APPROVAL, WITHIN 30 DAYS OF SIGNING CONTRACT, A MINIMUM OF FIVE COPIES OF FULLY DESCRIPTIVE LITERATURE, INCLUDING BUT NOT LIMITED TO: WATER HEATERS, AND PLUMBING FIXTURES., NO WORK SHALL PROCEED WITHOUT THE APPROVAL OF THESE SUBMITTALS. 3. PLUMBING FIXTURES: FIXTURES SHALT. BE AS SPECIFIED AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR, FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES, AND ANY OTHER ACCESSORIES REQUIRED, 4• CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PLUMBING INSTALLATION WITH OTHER TRADES SUCH AS ELECTRICAL, STRUCTURAL, H.VAC., LIGHTING, CEILING CONSTRUCTION, AND SUPPORTS. ANY CONFLICTS SHALL. BE REPORTED IMMEDIATELY TO THE ARCHITECT, OR ENGINEER PRIOR TO BEGINNING OF CONSTRUCTION. 5, CONTRACTOR TO ARE PROTECT AND SUL ALL OPENINGS AND PIPE PENETRATIONS THRU FIRE RATED WALLS AND CEILING. MATERIALS AND METHODS FOR FIRE RATING SHALL BE APPROVED BY THE LOCAL PRODUCT CONTROL DIVISION. 8, ALL MATERIALS SHALL BE NEW AND OF AN AMERICAN MANUFACTURER, FREE FROM DEFECTS, INDELIBLY MARKED WITH NAME OF MANUFACTURER, WEIGHT AND OR CLASS. 7, DRAWINGS ARE DIAGRAMMATIC; DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF PIPING AND FIXTURES. & STORM DRAIN SHALL BE CAST IRON, PIPE AND FITTING FOR UNDERGROUND: HUB AND SPIGOT, TAR COATED INSIDE AND OUTSIDE, ASTM A74. FOR ABOVE GROUND: HUB AND SPIGOT, TAR COATED INSIDE AND OUTSIDE, CISPI 301 PLUMBING ABBREVIATIONS BOLS $p—�---- STORM ORaIN PIPE AD AREA DRAIN R.W.L RAIN WATER LEADER SF, SQUARE FOOT, AREA DRAIN ZURN Z-158 8" PROM —DECK DRAIN, DURA—COATED CAST IRON BODY WITH SQUARE .PROMENADE FRAME AND HEEL. PROOF GRATE WITH COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL GUARD. FLOOR PLAN (LEVEL 27'-6") SCALE:. SCALE: 1/4" = 1,-0" Q:\B_B0UND\ARCH\2225Af'1B GROUNDFLOOR )L'A L W1 '- I Westchester Development SCALE: SCALE; 1/4" _ 1•-0` � Q:\B_BOUND\ARCH\2225AI"18 Company, LLB 1850 Fountoinview Blvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (772) 340 3500 Fax: (772) 340 3718 MA " Spillis Candela DMJM ARCHITECTURE/ENGINEERING/PLANNING/INTERIORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 •Fax: (305) 447 3580 www.scpmiami.com Florida License AA0003298 Urban & Environmental Planners 'Landscape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES,. INC. Yanasse Hangen Brustlin, Inc. Transportation ( q n E3ev•alopment Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407.839.4006 ■ FAX 407.839.4008 THESE PLANE ARE susJEcr TO A7Y ic' REQUIRED BY FlEi,!rD P'$'O MAYBE N AWITH AU AYpN COMPLY Jf,0,!,° Sheet Title: BUILDING "B SOUTH BOUNDARY MARKERS PLUMBING PLAN Issue Date: Project No. MARCH. 7. 2003 032/12225 Drawing No.: 12 a Professional Of Record; Igor Gonzalez, P.E. Discipline: Mechanical Registration No. 56098 Z:\STANDARDS DETAI1_S\ARCH\STANDARDS\3042TTL8 GENERAL ELECTRICAL NOTES: ,. •, • T, 111zi I'm I km i l:it l,: : 1: L. ►11:11 AND ALL LOCAL ORDINANCES. INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE B. ELECTRICAL WORK SHALL COMPLY WITH THE SIANDARM OF THE FOLLOWING ORGANIZATIONS, AS APPLICABLE THE LATEST EDITION OF THE STANDARD SHALL APPLY EXCEPT WHERE THE PUBLIC AUTHORITY REQUIRES USE OF AN EARLIER EDITION. ADA AMERICANDIS01BILRY ACT ANSI AMERICAN NATIONAL STANDARD INSTITUTE FACTORYELECTRICAL INDUSTRIES ASSOC. / TELECOMMUNICATIONS INDUSTRIES ASSOC. FM IEEE INSITITUTIEOF ELECTRIC& AND ELECIMONICS ENGINEERS NECA NATIONAL. ELECTRICAL CONTRACTORS ASSOC., INC. "! hl'1 If ..7 B. RESPONSIBILITY FOR MARKUP: THE ELECTRICAL SUBCONTRACTOR SHALL PREPARE THE MARK UP ON RECORD DRAWINGS. 1. ACCURATELY RECORD INFORMATION IN AN UNDERSTANDABLEDRAWING 2. RECORD DATA AS SOON AS POSSIBLE AFTER OBTAINING IT. RECORD AND CHECK • « 7 i7` - 1 1 • Y' T 1.•... 1-.. T • «1�'J 1 • � ►I ti i• 1 � «I ii 1 r• 7• / rw• / r i• r7 7• r 1 • 1 7 n iT 7 ««T « / 2'ON 7 27• 11. M•r.9• 8. OBTAIN FULL INFORMATION REGARDING PECUPARITIES MD LIMITATIONS 7•, - ! 7 -« 1 1 1 •,ar 1 «/NT FT'11J 17•. 11. NOT USED. 12. THE ELECTRICAL , TELEPHONE SERVICE INSIALLATv ALL 1. •,1 REQUIREMENTS OF THE •Oa' ANDTELEPHONE COMPANY.COWWOR SHALL COORDINATE SOW REQUIRENENTS WITH THE RESPECTIVE COMPANY,PROVIDING ACCORDINGLY 13. S CONTRACTOR RESPONSIBLE 1R COORDINATIO OTHERS AS WELLPROVIDING I i •, • POWER 14. ALL MATERIAL SHALL BE NEW AND OF AMERICAN MANUFACTURE AND BEAR THE UNDOWK40ZVS LABORATORY AND UNION LABELS WHERE APPLICABLE IT IS THE CONTRNDTOR'S RETMBILRY TO COORDINATE DELIVERY SCHEDULE OF MATERIAL. 15. ALL EQUIPMENT INSTAL71 SHALL BE OF MANUFACTUREAND TYPE SPECE71 SUBMIT 6 SETS OF v. ♦' DRAWINGS AND PRODUCT DATA WITH ALL PERTINENT DATA AS SPECIFIED OR SCHEDULED. SUBMITTALS WITH INCOMPLETE INFORMATION WILL NOT BE REVIEWED UNTIL SUBMITTAL 4 COMPLETE 16. VERIFY EQUIPMENT SOS, VOLTAGE AND CURRENT CHARACTERISTICS, ETC., BEFORE THE ORDERING OF ANY EQUIPMENT AND BEFORE ROUGHING -IN FOR EQUIPMENT TO BE SUPPLIED BY OTHERS. NOTIFY ENGINEER 77• OF MI. 17. PROVIDE A COMPLETE POWER CIRCUIT WRING AND CONNECTIONS FOR EACH AND EVERY ITEM OF PERMANENT MECHANICAL EQUIPMENT. PRIOR TO ANY ROUGH -IN CODRIDDIATE WITH WAG AND PLUMBING EQUIPMENT T / OBTAIN CORRECT •� ter. 1 OVER r17 PROTECTION 7LABEL REQUIRES THE OVER CURRENT PROTECTION DEVICE TO BE FUSES, PROVIDE A FUSED SWITCH WITH PROPER SIZE FUSES AT THE EQUIPMENT ,CA f. CORRECTION OF MY DEFECTS, REPAIR OF DAMAGE DURING CONSTRUCTION AS WELL AS MY MINOR CHANGES IN OUTLET LOCATIOkrz SHALL BE M07 WITHOUTADDITIONAL ♦. 19. GUTTERS :117 ►sir 7i « 1 1 r� r. i •1 7. 20. ALL WIRING SHALL BE IN RACEWAY. A. OUTDOORS: USE THE FOLLOWING METHODS: 1. EXPOSED: FWD STEEL OR IMC. 2. CONCEALM. RAID STEEL OR IMC. & UNDERGROUND, SINGLE RUN: RNC. 4. UNDERGROUND, GROUPED: RNC. & CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR - DRIVEN EQUIPMENT} LFMC. 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 31? OF TYPE 4. 7. EXPOSED WET LOCATION (BRIDGE LOCATION): RNC B. INDOORS: USE THE FOLLOWING WIRING METHODS: 1. EXPOSED: W. 2. CONCEALED: EMT. I CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR - DRIVEN EQUIPMENIT): FMC, EXCEPT IN WET OR DAMP LOCATIONS, USE LFMC. 4. DAMP OR WET LOCATIONS: RIGID On CONDU). 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: a. DAMP OR WET LOCATIONS: NEMA 250, TYPE 31? STEEL b. DAMP OR WET LOCATIONS: NEMA 250, TYPE 4, NONMETALLIC. 6. UNDERGROUND: RNC (SINGLE RUN ORGROUPED). C. SEALING FITTINGS SHALL BE INSTALLED , '1,,ANP POINTS, AND ELSEWHERE AS SHOWN. 1. WHERE REQUIRED BY THE NEC. 21. CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS IN THE: PANEL ,AND SHALL BALANCE THE LOAD ON THE PHASES UNDER NORMAL OPERATING OONDMWz% PROVIDE TYPEWRITTON PANEL BOARD DIRECTORIES. UPDATE ALL DIRECTORIES IN EXISTING PANEL BOARDS AFFECTED BY THIS PROJECT ELECTRONICALLY TRACING ALL CIRCUITS. 22. ALL POWER AND LIGHTING CIRCUITS SHALL L HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED AS PER NEC 250-95. NEUTRAL. CONDUCTOR SWILL BE 10 AWG (MINIMUM CU-THW) IN ALL MULTIIRCUIT BRANCH CIRCUITS. 23. PROVIDE 1 h IN ALL EMPTY CONDUITS1' FUTURE FURNISH24. 1 INSTALL HEAVY DUTY DISCONNECT SHOWN AND REQUIRED FOR EQUIPMENT ISHED BY OTHERS. FUSES BE DUAL ELIEVENT,DELAY 25. COLOR CODING OF CONDUCTORS: A. WIRING FOR 120/208 VOLT SMFEM SHALL BE CODED AS FOLLOWS: 71 UNLESSPHASE V - BLUE NEUTRAL - WHITE GROUND - GREEN C. COLORS ON CONDUCTOR 6 AWG AND SMALLER SMI BE INTEGRAL PART OF INSULATION, ON CONDUCTOR 4 AWG AND LARGER OONDUCIM EITHER COLOR CODING TAPE OR PANTED WITH TWO COATS OF CORRECT COLOR PAINT AT AL. TERMINALS AND CONNECTION POINTS. OTHERWISE REQUIRED BY APPLICABLE CODE. 26. COORDINATION WITH OTHER TRADES: A. PROVIDE COMPLETE AND' 1 7 r ELECTRICAL FOR THIS PROJECT. VISIT THE PROJECT SITE, EXAMINE THE CONDITION OF THE RE ► i SPECIFICATIONS '7 '1: i A'. E'1•. ANY DISCREPANCIES OR OMISSIONS IN THIS PLAN SET TO THE ENGINEER FOR RESOLUTION AND CLARIFICATION PRIOR TO SUBMISSION OF BIDS. BY SUBMITTING A BID ON THIS PROJECT, THE CONTRACTOR ACCEPTS THESE DOCUMENTSADEQUATE DEFINITION OF THE SCOPE OF WORK. ADDITIONAL COSTS TO ACHIEVE THE INTENDED SCOPE OF WORK AS A RESULTOF ANY OF THESECONDITIONS WILL NOTACCEPTED. B. SPECIAL ATTENTIONGIVEN 1 71 TO NEW 1 EXISTING SITE UTILITIES MD/OR FIELD CONDITIONS. C. REM TO RE ARCHITECTURAL REFLECTED CEILING PLAN FOR D(ACT LOCATION OF LUMINAIRES (LIGHT FIXTURES). D. VERIFY THE TYPE OF CEILING SYSTEME GENMk CONTRACTOR 1' CEILING1 , PROVIDE a FIXTURES) WHICH ARE TRADESCOMPATIBLE IND THE CEILING SYSTEM AND INCLUDE ALL REQUIRED MOUNTINt ACCESSORIES AND HARDWARE. I- ELECTRICAL CON1RACTOR IS RESPONSIBLE FOR COORDINATION WITH OTHER 1 UTILITIES. 27. FINAL TESTING, /ADJUSTMENTS AND ACCEPTANCE OF ELECTRICAL EQUIPMENT AND SYSTEMS: « .. •1 � .•« r r 7r 1 1• 1 r h •T 1-. -♦ •r 1- 0. 7 7•r1 1 / '.7 1i•. / ••Awl r•771 •1 1 /, a. 1 •• 1 •, w• r 1 i h it 1• I i• ►• , C. NOTIFY ARCHIfECr/ENGINEER BY LETTER AT LEAST ONE WEEK PRIOR TO TEST, ESTABLISHING THE TIME TEST IS TO BE PERFORMED. PERFORM TESTS IN PRESENCE OF ARCHITECT/ENGINEER AND/OR OWNER, D. FURNISH NECESSARY METERS, INSTRUMENTS, TEMPORARY WIRING AND LABOR TO PERFORM TESTS AND ADJUSTMENTS OF EQUIPEMENT AND WIRING, INCLUDING ELECTRRAL EQUIPMENT FURNISHED BY OTHERS, TO DETERMINE PROPER POLARITY, PHASING, FREEDOM FROM GROUNDS AND SHORTS, RESISTANCE TO GROUND AND OPERATION OF EQUIPMENT. MEASURING INSTRUMENTS SHALL BE PROPERLY CALIBRATED AND CERTIFIED PRIOR TO USE. E. DEMONSTRATE MATERIALS AND MANNER OF INSTALLATION TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL PUBLIC AUTHORITIES, THE UTILITY COMPANIES AND NFPAA F. ENERGIZE EQUIPMENT FOLLOWING ESTABLISHED PRCCEDURES AFTER CERTIFICATION BY THE CONTRACTOR THAT THE INSTALLATION IS SATISFACTORY. G. WIRING: 1. INVESTIGATE CIRCUITS SHOWING INSULATION RESISTANCE (DESIGN ENGINEER TO EDIT) LESS THAN MINIMUM VALUES ESTABUSED BY N.E.TA (NATIONAL. ELECTRICAL TESTING ASSOCIATION) CORRECT WEAK POINTS. 2. CORRECT OR REPLACE NOMINAL CURRENT -CARRYING CIRCUITS WHICH ARE DEFECTIVE OR GROUNDED. CORRECT OTHER TROUBLES ENCOUNTERED IN THESE TESTS. H. BREAKERS. SET BREAKERS SO EQUIPMENT WILL BE IN PROPER OPERATING CONDITION BEFORE BEING PLACED IN SERVICE PERFORM FINK. OPERATIONAL TESTS TO DETERMINE THAT WIRING CONNECTIONS ARE CORRECT. I. MOTORS: 1. MAKE THESE TESTS ON MOTORS BEFORE START-UP: CHECK MOTOR NAMEPLATES FOR HP, SPEED, PHASE AND VOLTAGE 2. MAKE THESE TESTS ON MOTORS DURING START-UP: A CHECK SHAFT ROTATION BEFORE FINAL CONNECTIONS ARE MADE. B. TAKE A CURRENT READING AT FULL LOAD USING A CLAMP - ON AMMETER. IF AMMETER READING IS OVER THE RATED FULL LOAD CURRENT, DETERMINE REASON FOR THE DISCREPANCY AND TAKE CORRECTIVE ACTION. I AFTER ALL CONNECTIONS ARE MADE, TEST MOTORS AND EQUIPMENT FOR PROPER OPERATION. INVESTIGATE CAUSE OF ANY MOTOR OPERATING ABOVE FULL LOAD RATING AND REMOVE CAUSE, OR REPORT TO ARCHITECT/ENGINEER AND/OR OWNER. CHECK ROTATION OF MOTORS. J. ACCEPTANCE: OBSERVATION OF THE OPERATION OF THE ElECIRICAIL INSTALLATION AND EQUIPMENT BY THE ARCHITECT/ ENGINEER AND/OR OWNER DOES NOT COMM YCEPTANCE OF THE WORW, ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, DEMONSTRATED THAT TT MEETS THE REQUIREMENTS OF THE CONTRACT DOCUMENT, AND WAS FURNISHED ALL THE REQUIRED CERTIFICATES. 28. REFER TO MECHANICAL DRAW= AND SPECIFICATIONS FOR ADDITIONAL WORK UNDER THIS CONTRACT NOT SHOWN IN THIS SET OF CONTRACT DOCUMENTS PROVIDING ACCORDINGLY, 29. ALL ELECTRICAL WORK SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED. 041 mi-21 32. ELECTRONIC FILES - SUBMITTAL PROCEDURES: A GENERAL:- IF REQUESTED BY OWNER OR CONTRACTOR, ELECTRONIC COPIES OF CAD FILES OF THE CONTRACT DRAWINGS WILL BE PROVIDED BY ARCHITECT FOR CONTRACTOR'S USE IN PREPARING SUBMITTALS. A .STIPULATED SUM WILL BE CHARGED TO THE REQUESTING PARTY FOR THIS SERVICE. B. ONLY ARCHITECTURAL BACKGROUNDS, SUCH AS FLOOR PLANS AND REFTECTED CEILING PLATS, SHALL BE PROVIDED FOR THE PURPOSE OF PRODUCING SHOP DRAWINGS. C. THERE WILL BE A STANDARD *CONDITIONS OF USE AGREEMENT' THAT WILL NEED TO BE SIGNED AND THE FOLLOWING CHARGES WILL APPLY FOR PROVIDING ELECTRONIC FILES: $50.00 PER ELECTRONIC DRAWING FILE PREPARED AND DELIVERED. $=.DO PER ORDER FOR ADMINISTRATIVE PROCESS. 33. LIGHTNING PROTECTION SYSTEM: A. PROVIDE COMPLETE LIGHTNING ARRESTER SYSTEM. B. THE SYSTEM LAYOUT AND INSTALLATION SHALL. MEET THE REQUIREMENTS OF NFPA 780, LIGHTNING PROTECTION INSTITUTE STANDARD #175 AND UL STANDARD 96A. THE ACTUAL MASTER LABEL SWILL BE DELIVERED UPON COMPLETION OF THE INSTALLATION. C. ALL CONDUITS, CIRCUIT FASTENERS AND MISCELLANEOUS ACCESSORIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. D. ALL SYSTEM CONDUCTORS ARE TO BE RUN IN CONDUIT CONCEALED WITHIN SLABS OR WALLS. E. ALL CONDUCTORS, AR TERMINAS AND HARDWARE SHALL BE MADE OF COPPER. B1 META. CONNECTION AND HARDIVW SHALL BE USED TO AVOID OXIDATION BETWEEN DIFFERENT METHS. F. LIGHTNING PROTECTION SYSTEM INSTALLATION CONTRACTOR SHALL L SUBMIT SHOP DRAWINGS AND CATALOG CUTS OF AL MATERIALS INTENDED TO BE USED. G. MINIMUM CONDUIT SIZE USED IN LIGHTNING ARRESTER SYSTEM SHALL. BE 1". H. ALL DOWN CONDUCTORS SFWl BE COPPER. I. SUBMIT S M DRAWING FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. 34. WIRING DEVICES X RECEPTACLES SHALL HAVE WHITE STANDARD SPECIFICATION GRADE W/MATCHING WHITE COVER PLATE. B. LIGHT SWITCHES SWILL BE HEAVY DUTY GRADE WHITE FINISH TOGGLE SWITCHES. Sivim BOL LEGEM SYMBOL DESCRIPTION UC 71 NG ® ® 50YI.0 5 CEDING MTD./WALL MTD. FLUORESCENT OR H.I.D. LUMINAIRE (LIGHT FIXTURE). LETTERS - DENOTE TYPE, NUMBER - DENOTES CIRCUIT NUMBER 5 ® 5 a ® 0 L 5 CEILING MID. (RECESSED/SURFACE)/WALL MTD. FLUORESCENT LUMINAIRE. LETTERS - DENOTE TYPE, NUMBER - DENOTES CIRCUIT NUMBER o - DENOTES SWITCH CONTROL ®� LANDSCAPE LUMINAIRE (LIGHT FIXTURE). LETTERS - DENOTE TYPE, NUMBER 060 CIRCUIT NUMBER DEVICE Wrl ®®ni•ee P 20A., 125V, 3 WIRES GROUNDING TYPE DUPLEX RECEPTACLE 457 mm. (181 A.F.F. GFl - GND FAULT INTERRUPTER, WP - WEATHERPROOF. $0 20A, 120 VOLTS SINGLE P(I E TOGGLE SWITCH 1.2 m. (4'-0l TIFF. LETH - DENOTES LIGHTS SWITCHED O PHOTOCELL SENSOR DISTRIBLMON " WALL MOUNTFTU/ABOVE HUNG CEILING - JUNC M BOX ® LIGHTING, POWER OR DISTRIBUTION PANEL, SURFACE MOUNTED SERVED FROM NORMAL POWER. HOMERMARKS D TO PANEL MITER , 12 AWE IN 16 R SIT COLEUS) MARKS DENOTE -NUMBER OF WIRES (HI01' OR SWITCH LEGS) LONG MARK - NEUTRAL, NO MAW( - NEUTRAL & ONE HOT WIRE DARK CIRCLE SYMBOL - GREEN GROUND - - - - BRANCH CIRCUIT OR FEEDER EXPOSED BRANCH CIRCUIT OR FEEDER CONCEALED IN CLG. WALL OR SLAB I MAMA W' FLEXIBLE CONDUIT (NO LONGER THAN 13 m. (6!-0J CONDUIT STUB -UP CONDUIT STUB -DOWN -LI- BRANCH CIRCUIT OR FEEDER UNDERGROUND i I IONS SYMBOL DESCRIPTION A AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC SHORT CIRCUIT CURRENT RATING (SYMMETRICAL OR AMPERE INTERRUPTING RATING) AWG AMERICAN WIRE GAUGE 8 am BUILDING 3/C CONDUCTOR, NUMBER OF (,'I) C, CND CONDUIT CK) CIRCUIT CB, CKT BRKR CIRCUIT BREAKER DWG DRAWING EC EMPTY CONDUIT ELEC ELECIRICK) G. GND GROUND GFl GROUND FAULT INTERRUPTER HID HIGH INTENSITY DISCHARGE (LIGHTING) JB JUNCTION BOX J BOX JUNCTION BOX MCB MAIN CIRCUIT BREAKER MIN MINIMUM MID MOUNTED MTG MOUNTING PH, 4 PHASE PNL PANEL. RECEPT RECEPTACLE SHT SHEET SW SWITCH TYP TYPICAL. UON UNLESS OTHERWISE NOTED V VOLTS W WATT OR WIRE W/ WITH WP WEATHER PROOF THESE PLANS AND w y c PRO POSED . 1 a i RK ARE SUBJECT ANY CORRECTIONS REQUIRED BY FIELD NECESSARYMAY BE ORDER 1 COMPLY WrTH ALL APPLICABLE CODEft, NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS LISTED APPLY TO THIS PROTECT. REFER TO CONSTRUCTION DOCUMENTS FOR SCOPE OF WORK. state 5ter Development Company, LL 1850 FountainviewBlvd., Suite 201 Port St. Lucie, Florida 34986 Tel.: (772) 340 3500 Fax: (772) 340 3718 pillis Candeia DMJM ARCHITECTURE/ENGINEERING/PLANNING/INTERI ORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 Fax: (305) 447 3580 www.scpmiami.com Florida License AA0003298 cmin associates Urban & Environmental Planners ' Landscape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Br ustlin Inc Transportation �,L and Development Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407.839.4006 ■ FAX 407.839.4008 i Sheet Title: BUILDING B - SOUTH BOUNDARY MARKER GENERAL NOTES AND SYMBOL LEGEND Issue Date: Project No. DEC.20, 2002 032112225 OWNER REVIEW Drawing No,: E00 ® 1 W" Professional of Record: Emilio Rivero, P.E. Discipline: Electrical Registration No. 42709 Q:\B-BOUNDARY\ELEC\PLOT\EO.2.008 Seal: LUMINAIRFSL. IFIXTURE) SCHEDULE TYPE DESCRIPTION LAMPS MANUFACTURER VOLTS MOUNTING APPROVED REMARKS CATALOG No. MANUFACTURER oFLUORESCENT A WET LOCATION (2) 32W T-8 MED. 81-PIN UMONIA 120 SURFACE DAYBRITE VWE-232-120-1/2EB GASKEIED WRAPAROUND 3500K / 74 CIO DMW 232 120 GEBIS LSI MIDWEST EG232SSOF O TONER FLOOD LIGHT (1) 40OW MH ENE! E39 MOG 2100K / 22 CIO HYDREL 72DO 400MH 240 VF SM CC 240 ON STA14CHION GARDCD DF12-SP-VF-400MH-ST18 WHITE FINISH ( TOWER INTERIOR RECTANGULAR UPLK;HT (1) 400W MH �UTHON_,�-FP-120-TC IA 120 t100R WED. OAYf3fiITE DSS-400M-12 WHITE FINISH MOUNRNG: SURFACE SHORT CIRCUIT RATING: 18K AIC LOCATION: REMOtE TOWER SERVICE ENTRANCE RATED PANEL »B" VOLTS: 120/240Y, 10, 3W MAIN BUS AMPS: 100A MAIN BREAKER AMPS: 2P-1OOA CKT No.g SERVED WK AWG CONDUIT LOAD LOAD CONDUIT WIRE AWG a -LOAD S LOAD SERVED mm mm 1 EXTERIOR FLOOD LIGHT 1 20 10 21(3/41 4000 840 16 (1/21 12 20 1 MISC. ITS. & REC. 2 3 150D 16 (1/21 12 20 1 TOWER INTERIOR UPUGHT 4 5 TIME CLOCK 1 20 -- -- 100 300 16 (1/21 12 20 1 TOWER LOGO LTS. 6 7 SPARE 1 20 -- --- 1500 1500 --- — 20 1 SPARE 8 9 SPARE 1 20 -- -- 1500 -- --- — 30 TVSS 10 11 SPARE 1 20 -- -- 1500 -- --- -- 12 TOTAL CONNECTED LOAD: 11240 70.3 WATTS AMPS s VIA 30A, 6 POLE LK;FM CONTACTOR. PHOTOCELL ON, TIMECLOCK OFF. " 7 DAY TIME CLOCK, PNL Or TC �20 AMP PER POLE W/ CARRYOVER LC AND PHOTOELECTRIC CONTROL INPUT FlPL METER O EQUAL TO TORK T920L TVSS EQUAL TO LEVITON 32120-Ml (3/4' A NDUIT 1MM (2) 3/4'x10'-O' LONG FINISH GRADE COPPER CLAD GND ROD W/EXOTHERMK: WELD FLOOR PLAN SCALE: SCALE 1/4" = 1'-0" Q:\B_B0UND\ARCH\2225AF18, 2225EFID Q:\B-BOUNDARY \ELEC\PL0T\E2.2.128 (LEVrr_-L 51 �$1' it] U 1,3 1,3 U B-1,3 5-12 AWG & 1-12AWG IN 21mm(3/4"C) UP TO ROOF LEVEL FLOOR UPUGHT DN J W 111P 2 GF AFF SCALE: SCALE. '1/4'= 1'-0- Q \B-BOUND\ARCH\2225AFiB, 2225EFIB U U 10' 2 ---------- — — — — — ------- — — — ------ ------------------2, 3-12 & 1-12 GND IN I I 21MM (3/eC) UP TO J.BOX j. I I (PL METER LOCATED AT LEVEL 27'-6' j I I l-- II �I T- GFI/WP WP UP 2 2 0 B-2,4,6 PANEL B 2 O ------------------ III— ---------- ---------- II Ll iI I I I FLOOD LIGHT FIXTURE TYPE I I I I MID. IV-0- FROM TOWER 1 I Il II II II IL - - - - - - - - - - - - --- - -------- - - - - - - - - - - - I 111 ❑0' 1,3 U L---------------------------------------------.----I PLAN M". . i. THESE PLANS AND A!.LPROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS U t>3 REQUIRED BY FIELD INSPECTORS THAT U MAY B6 NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FLOOR PLAN SCALE: SCALE: 1/4' = 1'-0" o� Q:\B_B0UND\ARCH\2225AF18, 2225EFlB' GROUND SpilGs Candela D: JM ARCHITECTURE/ENGINEERING/PLANNIN G/IN TERI ORS 800 Douglas Entrance Coral Gables, Florida, 33134-3119 Tel.: (305) 444 4691 Fax: (305) 447 3580 www.scpmiami.com Florida License AA0003298 cmin associates Urban & EnvhoomenW Planners ' Landscape Architects 500 Delaney Avenue, Orlando, Florida 32801 (407) 422-4040 WWW.CANIN.COM COPYRIGHT (C) 2000 CANIN ASSOCIATES, INC. Vanasse Hangen Brustlin, Inc. Transportation Lend Development Environmental Services 135 West Central Boulevard, Suite 800 Orlando, Florida 32801 407,839.4006 ■ FAX 407.839.4008 Sheet Title: BUILDING B -- SOUST'H BOUNDARY MARKER LIGHTING AND POWER FLOOR PLANS AND SCHEDULES iIssue Date: Project No. DEC.20, 2002 032112225 r OWNER REVIEW Drawing No.: E41,10 Professional of Record: Emilio Rivera, P.E. Discipline: Electrical Registration No. 42709 Seal NOTICE OF GQM'.1,4ENCEMEN-T t Permit No. State Of jo a��i 10ek" Tax ID ;r County Of 5'7' THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance v6th Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of property and street address, if available �,� —� p,�,ry'V,P'�• r ✓ v'r t.�vrr•r. General description of improvements 41�i i , y. Pv a iz , 1 a. C: f Owner {ir` .I7 � e r-z 3 -Y Address (u �"a, 2� ,1��� 2 �lJd Owner's interest in site of improvement ti Fee Simple Title holder (if other than owner Address Contractor $ P, Address 6A Surety Address Amount of Bond $ Lender Address n r •�',— 15:58 Phone6,# � �� "" Fax # r Phone # A #„ - Phone # Fax # Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: Phone # Name Fax # Address of (Phone # In addition to himself, owner designates otice as provided in Section 713.13(1)(b), Florida Statutes. Fax # ) to receive a copy of the Lienor's N Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. (Date) f OWNERS SIGNATURE STATE OF FLORIDA, COUNTY OF U- 0- who isp,.. ersonall �known to me or Acknowledged before me this, day of 20 C ,bY c nvi� S M' �1 tide i - - .. ...__ who has produced as identification. (seal) IGNATURE OF NOTARY , TYPE OR PRINT NAME OF NOTARY ""'• JEAN E. SAKOWSIa ' MY COMMISSION # CC 985719 a' EXPIRES: March 7, 2005 BondedThruNotary Public Underwriters NOTARY PUBLIC TITLE r' �� � 2 I r COMMISSION NUMBER "I DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA AND BEING MORE PARTIULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE WEST RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY I-95 AT STATION 644+99.06, 174' LEFT ACCORDING TO THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 94001-2412 DATED 6-2-77 (SHEET 2 OF 14) ; THENCE SOUTH 18047' 19" EAST ALONG THE WEST RIGHT-OF-WAY LINE OF SAID I-95, A DISTANCE OF 182.29 FEET; THENCE SOUTH 71 ° 12'41" WEST DEPARTING SAID WEST RIGHT-OF-WAY LINE, A DISTANCE OF 146.14 FEET TO A POINT OF INTERSECTION ON THE WEST LINE OF THAT 50 FOOT INGRESS AND EGRESS EASEMENT, RECORDED IN OFFICIAL RECORDS BOOK 675, PAGE 1955 AND OFFICIAL RECORDS BOOK 1088, PAGE 1039, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE SOUTH 19°45'42" EAST ALONG SAID WEST LINE, A DISTANCE OF a 65.74 FEET; THENCE NORTH 90°00'00" WEST DEPARTING SAID WEST LINE, A DISTANCE OF 73.87 FEET; THENCE NORTH 00000'00" EAST, A DISTANCE OF 62.00 FEET; THENCE NORTH 90000'00" EAST, A DISTANCE OFco 52.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.0899 ACRES, MORE OR LESS. No Z �V), no ® Ga C);22 m ' 6 Pam. 1 d C c-.) m -t Q C� r 1'f9 Ile Ile EXIST. BARBED WIR : �.. ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE. FL 34982-5652 561.462-1553 ORIDP FILLED LANDS AFFIDAVIT the undersigned, am the owner of the following described property: (Tax ID/Legal deswptioNAddress) for which I have applied to St. Lucie County for a Fin I Dev lopment Permit. In accepting this Final Development Permit, BP Number, � 4o�g5 I acknowledge that as owner of the above described property, and In accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. M r. y/s�o3 Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS ri DAY OF 120sy Byla. rv"p WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. CL1A C- S ,ICcowSK" GNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE I COMMISSION NUMBER "' • JEAN E. SAKOWSKI MY COMMISSION # CC 985719 EXPIRES: March 7, 2005 Bonded Th. Notary Public Underwriters UE&I DUN' KEZ ER Y� EER G & TESTING, INC. � �� IL T;JJ0PORT Project Name: Tradition PUD I Report Date: 06-11-03 St. Lucie County, FL i Client Name: Tradition Development Company, L� 1850 Fountainview Bbu vardSui e_2 . _ Project No.: 02-10-1173 Port St. Lucie, FL 34986 Date Tested: 05-16-03 Technician Initials: SM Attn: Mr. Matthew J. Amman, P.E. Progress Report No.: 30 Sheet 5 of 26 Laborator Proctor.: Field"Tests ' Minimum Probe Maximum Optimum Dry Cone Required Percent Test Depth Dry Density Moisture Density Resistance' Moisture Compaction Maximum Test No. in c % c is % % Density Result 1 12 129.1 8.6 125.9 - - - 9.6 95 97.5 Pass 2 12 129.1 8.6 - - - 45 - - - 95 95+ Pass 3 12 129.1 8.6 - - - 45 - - - 95 95+ Pass 4 12 129.1 8.6 - - - 45 - - - 95 95+ Pass 5 12 129.1 8.6 124.2 - - - 10.8 95 96.2 Pass 6 12 129.1 8.6 - - - 45 - - - 95 95+ Pass 7 12 129.1 8.6 - - - 45 - - - 95 95+ Pass 8 12 129.1 8.6 - - - 45 - - - 95 95+ Pass Type of Fteld Density Test: O ASTM D 1556 (X) ASTM D 2922 O ASTM D 2937 Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) O AASHTO T-99 (ASTMD 698) 'Compaction percent estimated from cone penetrometer readinrz obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Test' No. Soil`4 Type _-Elevation f_.. , = "Test Location:., South Icon Tower 1 1 0-12 East side of slab 2 1 12-24 East side of slab 3 1 24-36 West of slab 4 1 36-48 West side of slab 5 1 0-12 East side of slab 6 1 12-24 East side of slab 7 1 24-36 West side of slab 8 1 36-48 West side of slab Elevation Referenced to: N • , ;. "Soil T` a 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: - OCT 30N3 r St. Lucis County Public Works Inches below top of structural fill Kyle J. Croce FL Registration No. 57417 523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone:. (772) 343-9787 • Fax: (772) 343-9404 State of Florida'Board of Professional Engineers Authorization No. 6870 October 14, 2003 Dennis Grim St. Lucie County - Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 RE: Tradition &a West hester) South Boundary Marker Pernut- #23040188_(Foundation Only) and #23090598 (Building) Dennis, This letter is to notify the County that we are changing the General Contractor that is to construct the South Boundary Marker. There are 2 permits associated with this building, the Foundation Only permit and the Building permit. The respective permit numbers are listed above. Both permits will have revised General Contractor information as follows: Previous Contractor: Whiting -Turner Contracting Company Robert Mitchell #CG C053443 6675 Westwood Blvd Orlando, FL 32821 New Contractor: Ditchdiggers, Inc Scott Holmes #CB C057671 PO Box 15249 Fort Pierce, FL 34979 Phone: 772-461-5656 Fax: 772-673-8100 Also attached are the revised Applications for Building Permit and current Subcontractor Agreements for Roofing, Plumbing and Electrical. Please call me at 772-340-3500 with any questions or concerns that you may have. Sincerely, CORE COMMUNITIES, LLC Howard Ehrsam Project Manager Enclosure cc: Andy Favata File ST. LUCB WEST • WESTCHESTER • LNE OAK PRESERvE 1850 Fountainview Boulevard • Suite 201 • Port St. Lucie • Florida 34986 Phone: (772) 340-3500 • Fag: (772) 340-3718 • www corecommunities.com A wholly owned subsidiary of BankAdantic Bancorp (NYSE: BBX)