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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY: BP #: OFFICE .USE ONLY • SECTION: TOWNSHIP: RANGE: MAP NO.: ZONING: LAND USE: LOT CVG %: TAZ NO.: FLOOD ZONE: FIRM MAP #: 1ST FLR ELV: MAX HGT: CST TYPE: OCCP TYPE: MAX. OCCP: # OF FLRS: WATER: SEWER: SPRINKLERS_- STORMWATE R LOT OF REC (bet 1/90) LOT OF REC (aftr 1/90) LOT SPLIT LOT SPLIT REO D APPRV'D DECAL LIBRARY PARKS PERMIT NUMBER IMPACTFEE IMPACT FEE FEE ` REPORT PUBLIC BLDG HABITABALE RADON FEE CODE IMPACTFEE AREA (RADON) Y N ROAD GROSS ROAD CREDIT TOTAL ROAD IMPACTZONE IMPACT FEE IMPACT FEE DUE • - y N SCHOOL CREDIT 7 TOTAL IMPACT FEE SCHOOL ' IMPACT FEE POLICE FEE FIRE FEE . MISC FEES: • TOTAL POLICE/FIRE/ MISC. FEES Y N ADDITIONAL. SPECIFY: TOTAL ALL PERM rsG.;,,«t•:p FEES 102T.L10 fA5"'07 READ jrU10, :03t01j. O?:+1U97r •toi1c'/.'f'p°% R� .ntf y caNl 9tra a? '� PLANS VEGETATION- SEA MANGROVE EXAMINING TURTLE DATE COMPLETE INITIFiL$ e b r DATE FILED: Da PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE St FILLED IN TO BE ACCEPTED t .Ii• SCANNED BY CountySt. Lu6je ST. LUCIE COUNTY PUBLIC WORKS BUILDING& ZONING DEPARTMENT 2300 VIRGINIA AVENUE FORT PIERCE. FL 349U-5652 561-462-1553 APPLICATION for. BUILDING PERAUT CERTIFICATE. of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. S/D NAME: SITE PLAN NAME:- 3. PROPERTYTAXID#: 130I-W15-QQ5`5'C„ -S 4. tIFT LEGAL DESCRIPTION (attach extra Sheets if necessary):EWOOD PARK -UNIT 12A- BLK 170 NWLY 230 FT OF LOT 1 AND NWLY 230 F SLY 40 FT OF LOT 2 (MAP 13/1 — 5. PLAT `� \ 6.. PAGE 7. BLOCK B. LOT BOOK NO. NO. NO. 9. PARCEL SIZE: ACRES/SO FT. LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: ��I L� (4 OF 11EQT(CPtL1 bVER G 013_r •ilb op 'e)(I [ Lt� t IL•)C'3- 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT LEFT SIDE SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: SeR V ice, +0_i CY) 14. Sq. FL/CONSTRUCTION: 15. �Sjq. Ft.. r. J��^� Ist Floor 16. VALUE OF CONSTRUCTION: $ :_ _fE& _ l�.( (Vt.I The value of construction is used to determine the amount of permit fees to be assessed. SL Wtle County reserves the right to question and/or modify the Indicated value of construction B it is demonstrated Cut the submitted figures are not consistent with similar types of construction activities. If the value is 5250C or more. a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): 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: PHONE (DAYTIME): I I CONTRACTOR INFORMATION a7 ST. of FL REGJCERT 0: ` Gc // ��lD3 ST. LUCIE COUNTY CERT is BUSINESS NAME /0 C5 _/ G "aa'5 f1^1'C5 QUALIFIERS NAME: (V77/y/2 � ev/�G ADDRESS: - -� e/ 13i7 g Z lZ � CITY: a/or. 1,Jlh 7`ek I 1:1-- Y)l PHONE (DAYTIME): ARCHITIENGINEER: ADDRESS: CITY. PHONE (DAYTIME): ( I 21P q ao_-4a 4-f�5 mmea-u �I 2, STATE: __ ZIP[]3 z. FAX NO. 77 Z - �iGO" U�J I� _34T51 STATE m BONDING COMPANY: ADDRESS: CITY: STATE: 2IP MORTGAGE LENDER, ADDRESS: CITY: STATE: ZIP -IMPORTANT NOTICE: When a permit is issued and it is not picked up within GO days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacl►Y, 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 rooms, 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 THIS PERMIT 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 nwith all applicable laws regulating construction and zoning. OWZ,EOCONTRACTOR SIGNATURE STATE OF FLrIDA� COUNTY OF ►'A 3 P¢i4 CONTRACTO SIGNAT RE STATE OF FLO IDA COUNTY—'1' WCtF— The foregoing instrument was acknowledged The foregoing instrument was acknowledged befgre me this oil 0� by Td tr=S before me this 31 day of CN1u61¢ 20� by who i er onally known to known me or who CSVM G. t+�tLO who is personally own to has produced as I entification. or who has produced _ en_iratiom, tignaffire of Notary Signature of—NTottary �CYII.EQ I f rorri�C11 Type or Print Name of Notary Type of Print Name of Notary Notary Public Title Notary Public Title Commjssign Nja & J Wallace Corn is" ryw umberroNrYA tIPVPW'i NdM RM. Stote of Commission Roddo Commission#DD312485 6om127,2 ExpireAr 20, 2008 # DD225828(seal) Ho Ttu l00101VAt1=ttcBondingCOrnG gm I NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAK TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. EDWIN M. FRY, Jr., CLERIC OF THE CIRCUIT COURT — SAINT LUCIE 1 FILE # 2552450 OR BC -%54. PAGE 2160, Recorded 02/07/2005a NOTICE OF COMME\CEME\T `,1Y 14:04 PM Permit f Sure Of Tax ID # I301-(oirj— ��-5 Counn Of gT.L11CIh THE UNDERSIGNTI) hereby gives notice that improvement will be made to certain real propem•, and in accordance with Chaps 713. Florida Statuses, the following information is provided in this Notice of Commencement. Fee Simple Title holder (if other than owner) Address Phone # 77Z Fax # Mz 2 — Surety Phone # Address Fax #_ Amount OfBond S Address 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: In addition so hirwrIf, owner designates of Fax # _ 110 receive a copy of the Lienor's Notice as provided Expiration date of notice of commencement is one year from the date of (Date) STATE OF FLORIDA. I Acknowledged before me who has produced as 1-0...rreatton, (seal) '%.ys;;' Ekpires: Aer 2�0, 2008 aa�BandogCo.jue. Phone #, Fax # _— (Phone # Florida Statutes. at date is specified. IT�H�Y3csa.aiwa5 ,he personally lnowntomeor ��Ca,� GNATBRJEOFNOTARY W AQr� a TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE COMMISSION Nl1MBER STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. ST. LUCIE COUNTY CLER FCIRCUIT, CO R By; Datfc: Property Appraiser - St.Lucie Co' ',,FL Page 1 of 1 Donnini Enterprises Inc Property Identification Site Address: Sec/Town/Range: Map ID: Zoning: Record: 1 of 1 5300 TURNPIKE FEEDER RD 12 :34S :39E 13/12S CN- CO PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes ParcellD: 1301.615-0055-000-5 Account #: 3716 Land Use: SRVC STAT City/Cnty: ST. LUCIE COUNTY Exemptions Permits Map Ownership and Mailing Legal Description Owner: Donnini Enterprises Inc LAKEWOOD PARK -UNIT 12A- BLK 170 NWLY 230 FT OF LOT 1 AND Address: 9250-H Alternate A1A NWLY 230 FT OF SLY 40 FT OF LOT 2 (MAP 1311 Lake Park FL 33403 More... Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 183000 Land Value: 74800 Acres: 0.53 777/2004 700000 02 WD 2013 / 0321 Assessed: 183000 Building Value: 108200 7/21/1994 115000 00 WD 0913 / 0584 Ag.Credit 0 Finished Area: 2240 SgFt 12/1/1976 165500 00 CV 0261 / 1987 Exempt: 0 Taxable: 183000 TotalTax: 3993.06 BUILDING INFORMATION bLMY � Yt j]j �u may! �r' .rc.:..,• x rS s.y Exterior Features View: - RoofCover: TG - Tar & Gravel RoofStmcl: MD - Mansard ExtType: SRST - SERVICE STAT YearBlt: 1975 Frame: - Grade: D - D EffYrBlt: 1977 PrimeWall: BS - CS Stucco StoryHght: 0010 -1 Story No.Units: SecWall: - Interior Features BedRooms: 0 Electric: MX - MAXIMUM PrmintWall: PB - PANEL BOARD FullBath: HeatType: FHA - FrodHotAir AvgHUFI: STD 1/2Bath: HeatFuel: ELEC- Electric Prm.Flors: TZ- Terrazo %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items - Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CNC2 - CONCRETE LOW Y 1 952 AV AV 1977 1 2600-SRVC STAT 325 -Sq Feet 23000 ASPI - ASP1 HIGH Y 1 4100 AV AV 1977 CURB - CEMENT CURB Y 1 30 AV AV 1975 LGT1 - SINGLE LIGHT Y 1 4 FIR FIR 1976 FNW6 - WOOD FEN 6' Y 1 53 AV AV 1975 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/PRC.asp?prclid=130161500550005 2/7/2005 DESIGN SPECIFICATIONS STRUCTURAL STEEL A STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. B. SQUARE AND RECTANGULAR TUBING SWILL CONFORM TO ASTM A500, GRADE B. C. STEEL PIPE SHALL CONFORM TO ASTM AST, GRADE B. D. STRUCTURAL STEEL DESIGN SHALL BE DONE IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. E ALL STRUCTURAL STEEL TO BE PANTED ONE SHOP COAT OF RUST INHIBIIWE PAINT OR EQUAL M RUSTOLEUM. F. STRUCTURAL STEEL FABRICATION AND ERECTION SIALI. BE DONE IN ACCORDANCE WITH THE RISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES UGHT GAGE STEEL A STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTM A446, GRADE B OR D AS DESIGNATED. B. STRUCTURAL LIGHT GAUGE TUBING SHALL CONFORM TO ASTM A513, GRADE MT1010, FY = 30 KSI, AS A MINIMUM. C, BUYOUT LIGHT GAUGE STEEL SHAPES SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS AS CALLED OUT IN THE DESIGN CALCUTATIDNS/DRAWINGS. D. DESIGN OF STRUCTURAL LIGHT GAUGE STEEL SHALL BE DONE IN ACCORDANCE WITH THE AISI COLD FORMED STEEL DESIGN MANUAL ALUMINUM A ALL ALUMINUM SHALL BE 3004/HI4. WELDING A STRUCTURAL WELDING SHALL CONFORM TO AWS D11. B. STRUCTURAL LIGHT GAUGE WELDING SHALL CONFORM TO AWS 01.3. C. STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A LICENSED FABRICATOR D. ALL STRUCTURAL FIELD WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER E. AWS E7OXX ELECTRODES SHALT. BE USED FOR ALL STRUCTURAL WELDS EXCEPT FOR SPECIAL CLIPS. BOLTS A ALL BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. S. HIGH SIREN= BOLTS SHALL BE INSTALLED USING THE *URN OF NUT' TIGHTENING METHOD. BOLTS SHALL BE BROUGHT TO THE SNUG TIGHT CONDBION AND THEN TIGHTENED 1/3 TURN. ANCHOR BOLTS A ANCHOR BOLTS SHALL BE OF ASTM A307 MATERIAL. B. INSTALLATION OF ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH THE NSI CODE OF STANDARD PRACTICE SECTION 7.5. SCREWS A SHEET METAL SCREWS SHALL BE MADE FROM CARBON STEEL WIRE CONFORMING TO ASTM A548. B. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWING. A ALL POP RIVETS SHALL BE THE BREAK MANDREL BLIND RIVET TYPE AND SHALL CONFORM TO FT STANDARD 114. B. FINISHES SHALL BE ALUMINUM OR STAINLESS STEEL. C. SIZE AND SPACING SHALL BE INDICATED ON THE DRAWINGS D. POP RIVETS SHALL NOT BE USED IN STRUCTURAL APPLICATIONS UNLESS SPECIFICALLY CALLED FOR BY THE DESIGN CALCULATIONS. CONCRETE A ALL MATERIAL AND WORK SHALL CONFORM TO THE ACI 318 SPECIFICATIONS FOR THE DESIGN AND PLACEMENT OF CONCRETE B. REINFORCING STEEL SHALL BE DEFORMED BARB CONFORMING TO ASTM A615 GRADE 60. C. CONCRETE MIX DESIGNED FOR 300D PSI FOUNDATION A FOUNDATION DESIGN fff!)Copy 05oz-IcII5$5 THESE PLANS AND ALL PROPOSED Vl l ARE SUBJECT TO ANY CORRECTION'S REQUIRED BY FIELD INSPECTORS THkT MAY BE NECESSARY IN ORDER TO GENEA� 46 MTHALL Ai�PLICABLEC""�T-3• 1. THE GENERAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO ERECTOR STARTING WORK ANY DEVIATORS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR MODIFICATIONS 2. THE GENERAL CONTRACTOR SHAH PROVIDE PEDESTRIAN PROTECTION DURING CONSTRUCTION TO, COMPLY WITH LOCAL CODES, FEDERAL AND OSHA REGULATIONS 3, THE GENERAL CONTRACTOR SHALL GRADE BACK FILL, LEVEL AND OTHERWISE PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS PRIOR TO ERECTION OF ANY KIND. 4. NO STEEL SHALL BE ERECTED ON THE FOOTINGS UNTIL THE CONCRETE HAS CURED FOR A MINIMUM OF THREE (3) DAYS. 5. ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN. 6. A TYPICAL FOUNDATON DESIGN WILL BE PROVIDED BY BEST INDUSTRIES THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT SOL CONDITIONS AT THE SITE ARE ADEQUATE FOR TYPICAL FOUNDATIONS PROVIDED. UPON REQUEST, BEST INDUSTRIES WILL PROVIDE THE REQUIRED DESIGN LOADS AND ANCHOR BOLT PATTERNS FOR A CUSTOM FOUNDATION DESIGN BY OTHERS. 7. THE GENERAL CONTRACTOR SHALL. PROVIDE ALL NECESSARY MEANS FOR TRASH REMOVAL DONNINI ENTERPRISE BUILDING FASCIA REMODEL 134 LINEAR FEET BUILDING FASCIA 48" WHITE & 16" BLUE FASCIA FOR LOCATION AT 3300 TURNPIKE FEEDER ROAD FT. PIERCE, FL B. TYPICAL FOOTING DESIGN IS BASED ON AN ASSUMED SOL BEARING CAPACITY OF DESIGN CRITERIA 2000 PSF UNLESS A SOIL REPORT IS PROVIDED BY OWNER. BUILDING CODE FBC-2001 ERECTOR'S NOTE LIVE LOAD: 30 PSF SITE CONDITIONS 1. VERIFY ALL ITEMS UNDER STE CONDITIONS IF THESE ITEMS HAVE NOT DEAD LOAD: 8 PSF BEEN ADDRESSED, CONTACT YOUR SUPERVISOR PRIOR TO UNLOADING 1. PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 1S'-O' OF THE PERIMETER OF THIS MATERIALS. WIND SPEED: 146 MPH STRUCTURE IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK 2 VERIFY DIMENSIONS OF ALL FOOTING LOCATIONS PRIOR TO UNLOADING 2. FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-C' OF THE PERIMETER MATERIALS OF THIS STRUCTURE FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL ERECTION IS COMPLETE 3. DESIGNATE A SAFE AND SECURE STAGING AREA AND UNLOAD MATERIALS. 3. THE JOB SITE MUST BE DRY ENOUGH FOR VEHICLES AND PERSONNEL TO PERFORM 4, SET LEVELING NUTS M PROPER ELEVATIONS AVAILABLE CURRENT MARK IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL. IN NOTE: ALL LEVELING NUTS TO BE AT SAME ELEVATION. EXCESSIVELY MUDDY AREA TO ENSURE ADEQUATE WORK CONDMONS 120 VOLTS / 60 HZ 5. SET COLUMNS IN PLACE LEVEL PLUM AND TIGHTEN NUTS ON ALL 4. POURED CONCRETE PAVING UNDER AND AROUND THE PERIMETER OF THIS STRUCTURE COLUMNS PRIOR TO FURTHER INSTALLATION._ TO BE EXCLUSIVELY FOR WORK SPACE AND STAGING OF MATERIALS , 6. INSTALL ALL.OVT RHEAD STEEL FRAMING ONCE ALL FRAMING HAS BEEN- 5. ALL OVERHEAD OBSTRUCTIONS ARE TO BE REMOVED PRIOR TO ARRIVAL OF MATERIALS INSTALLED, SQUARE UP FRAMING BY VERIFYING LATERAL DIMENSIONS. 6. FORM, SET AND POUR FOUNDATIONS AS PER PROVIDED FOUNDATON PLAN. ALL t 7, CLEAN ALL DECK PRIOR TO INSTALLATION. ALSO INSTALL FASTENERS FORMS SHALL BE BOLT THREADS SHALL BEFREEOF DEPRIOR TO BRIS AND DUST AND SHALL BE ACCESSVITI.E. y VAL OF MATERIALS AND ALL ANCHOR AT CENTERLINE OF ALL DECK RIBS. DRAWING SEQUENCE & INSTALL OVERFLOW SCUPPERS AND WATERPROOF ENTIRE GUTTER. 7. ALL ANCHOR BOLTS (WITH NUTS) INSTALLED SHALL BE SET AT PROPER ELEVATIONS SPECIFICATIONS C-01 WITH NO MORE THAN 1/4' TOLERANCE 9. INSTALL DECK SUPPORTS AT COLUMNS WHERE DECK RIBS WERE CUT & PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WIT HIN N 100 FEET OF THE STRUCTURE FOR INSTALLATION PURPOSES FRAMING PLAN C-02 FOR THE ERECTORS USE 10. WATERPROOF THE ENTIRE CANOPY AND CLEAN ALL PRE -FINISHED ELEVATIONS C-03 9. OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL MATERIALS ALSO, TOUCHUP ALL EXPOSED FASTENERS SECTIONS C-04 Y INSPECTIONS UNLESS PROVIDED BY BEST INDUSTRIES 11. CLEAN UP ALL B.I. DEBRIS AND REMOVE FROM JOB STE. (EACH DAY AND AFTER COMPLETION) ST LUCIE COUNTY BUILDING DIVISION NOTE ALL METAL SHAVINGS MUST BE REMOVED FROM CANOPY REVIEW EACH DAY REVIEWED BY� l� DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL RE MADE I I4 o LLL C'i � m .r O O M 100 U N, W W M EL 7 M n O 4 J cjP,x V) QII }�OF VI OD uj Qw � W LID U W=u7 �J2f/IM 3 Za f O M O, .LLL ME" o m AAa.Pfmom w�lm OR PIAt6 O+1Sa Bf NO 11F PN�tt 6lQf ewmAs �m � �>m ea�ID uo �- MES Hn as qlL Ma%0M A DM PROECEYUE at' S LM xssm. aM F a,,, a useBY, auoew mAn rAAw[a mrm�mx ra+,un wrap aursonm �aNif 11E tiIRN PaA1SWY q BQf aisrv¢ emm ft ocean n: D.AG NOTE: EXISTING BUILDING ADDTION IS NEW WHITE & BLUE FASCIA ATTACH TO EXISTING BUILDING MANSARD FASCIA WM.M. MEYERS, P.E. LIC.# 18755 9301 NORTHEAST 6th AVE. C-300 MIAMI SHORES, FL 33138 vy 401 (305)758-3117 O -0" NEW 0 NI;kEW EXISTING BUILDING 45'-0" SIDE ELEVATION FRONT ELEVATION 32'-0" EXISTING BUILDING MANSARD FASII NEW WHITE BLUE FASCIA WHITE FASCIA 13'-0" NEW BLUE FASCIA-\ EXISTING BUILDING SIDE ELEVATION WM.M. MEYERS, P.E. LIC.# 18755 9301 NORTHEAST 6th AVE. C-300 MIAMI SHORES, FL 33138 />/Told 4L (305)758-3117 HEX TEK SCREW -0" O.C.) 1/4" x 2 1/4" LAG SCREW (2 PER CONNECTION) BLUE FASCIA PANEL WHITE FASCIA PANEL WHITE ALUMINUM STARTER TRACK -2" X 2" X 16GA ANGLE CONTINUOUS AT FASCIA -#14 HEX TEK SCREW (2 PER CONNECTION) HEX TEK SCREW PER ANGLE TO BRACKET CONNECTION) ! HEX TEK SCREW PER PANEL TO BRACKET CONNECTION) 2 HEX TEK SCREW Q'-0" O.C.) 2 HEX TEK SCREW PER GUTTER TO BRACKET 2" X 2" X JIC STEEL SUPPORT ANGLE ATTACH AT EVERY BRACKET (4'-0" O.C.) 2" X 2" X 1/8" STEEL BRACKET (® 4'-0" O.C.) ALUMINUM GUTTER HEX TEK SCREW -0" O.C.) RIVET 2'-0" O.C.) 5'-0" 1/4" X 2 1/4" LAG SCREWS (6 PER BRACKET) EXISTING BUILDING WALL Z 1/lxl/`4 OF EXISTING BUILDING WM.M. MEYERS, P.E. LIC.# 18755 9301 NORTHEAST 6th "E. C-300 MIAMI SHORES, FL 33138 (305)758-3117 { I I + LEGAL DESCRIPTION: '": � J. � • it •'' ''.•..�I ' ._ p1 f 1..,ei I SURVEY NOTE ;.: i ,' '•\'; , I. LANDS SHOWN HEREON WERE NOT ABSTRACTED I ° FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD. 2. " P.C.P." INDICATES PERMANENT CONTROL POINT. ' I 3. ELEVATIONS (IF SHOWN) HEREON ARE RELATIVE TO �I• _ N.G.V. DATUM, UNLESS OTHERWISE NOTED. 4. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID T 7v'I '3 UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S LD A N MAP SEAL. NORTH ARROW SHOWN HEREON IS'i) A-r NORTH. FLOOD ZONE: X PANEL N0. 12m 1C o Tog o)~RTI]rI]T;D TO: r KING'S INC. A FLORIDA CORPORATION RIVER51DE NATIONAL BANK LAWYERS TITLE INSURANCE CORPORATION d"PO-STEWART TITLE OF INDIAN RIVER STEWART TITLE GUARANTY COMPANY in HATCH + DOTY. P.A. I Pla. aTV v Z 1 ,fin ? 411 q'f u , 4 14u ry, �' r A:- MA l . J v; pp Ii 1. ♦i� i.F: Cw.•o ... • 887 I J N s;.. 4! I iI .sT� r�YSw. M.11. F .I , a %I Fx T I ^ 6 G.l.t. y W jr, 24,0` 0• � e y 1,LSTOV•r C I O _ :�n� s G�,;)!STI �1--- . .za a. U Ill, N ASPNAITI 1_ Lq /q,•R?. u-1,5 y a3•Q ( � EO.�" �D' ra7c,zs� Ka.>£_i, �. _� m {I HEREBY CERTIFY THAT THE ATTACHED SKETCI OF THE HEREON DESCRIBED PROPERTY IS TRUE TO THE BEST OF MY KNONLEDGE AND BELIEF UNDER MY DIRECTION. I FURTHER CERTIFY THAI MEETS THE MINIMUM TECHNICAL STANDARDS FO . SURVETTNO IN THE STATE OF FLURIDA(CHAPTE PURSUANT TO SECTION 472.07,FLORIDA STATUT TO THE QUALIFICATIONS N07ED HEREON. HAYHURST LAND SVRVEYIIV01 ae Mgpj 043 OL4 B• VERO HEACH.,q PHONE: (772) ; FAX: (772) 77 SURVEY N" EYING INC- COMPpNY 30130 �o�zz .I ' WILI..IAM �'- VR9T AAOPC��IONt.T. �us�vrnron IIAr1Dq lIi07�i'NATION NO 4C1� �J111[/ illO . DAM lo.. pLn UMM -r UP& 0P5Cfi1pno PARTS OF LOTS 1 AND 2. BLOCK' THE PLAT THEREOF. AS RECORDED RECORDS OF Sr. LUCIE COUNTY. 1 MWER AS ONE PARCEL ARE MOP FOLLd m I PARCH. P 1 � BEG MINGs AT AN IRON PIN SET 9 vANTER GARDEN PARKWAY AND 7 WAY (FEEDER rg=M. RUNNING 11 STATE PARKWAY (FEEDER ROUTE►,°, NORTHEASTERLY SIDE OF WINTER! AND PATWLLEL TO THE NORfHFAS THENCE SOUT:1WESiBLY AND PAI STATE PARKWAY 100 FEET TO TH WAY. THENCE NORnfAMOMY Al GARIM PARKWAY 230 FAT TO':' ALSO OJCLUOM PAR'.M R2 I' BEGM AT A POW 28 FEET NOW MFASURM ALONG THE RIGHT43F1 SOUT4VV8S7l8 iLY ALONG SAID RIG SOUTHVVESrmy POWUMICULAR ; THENCE RUN NORTHERLY 102 FEE CONTAHNING .0.58 ACRES MOM-0 AA , a LAXBVOOO PARK. UNIT 12A, ACCMIM TO AT BOOK' 11. PAGE 35, OF THE PUBLIC A, WHICH PART OF LOTS WHEN TAM Ta MCULABLY BOUNDED AND DESCRIBED AS a' INiFiRWT10N OF THE NORTHEASTERLY SIOE OF IIJTHFASTEILY SIDE OF SUNSHINE STATE PARK - ALONG THE SOUTHEASTERLY SIDE OF SUNSHINF (LONG A LINE AT RIGHT ANGLES TO 'THE iN PARKWAY 1o0 FED: THENCE SOMEAVMLY SIDE OF WINTER GARD04 PARKWAY 230 FEET; TO THE SOUTNFASTERLY SIDE' OF SUNSHINE mHFASTER-MDE OF WINTER GARDEN PPARK- am'ME '`NOKMEASTERLY SIDE, or WRN19T 3IN1' OR PLACE OF BBC,W MING. THE No.Vn INEST31IY COMM OF LOT 2 AS ANTE OF TURNPIKE KEM ROAD, THENCE RUN WAY UNE 40 MET TO A POINT. THENCE RUN . E NGHT-0FWAY LINE 90 FEET TO A PONT. THE. POINT OF 86faYM1ING. S. .. r TOTRL P.02