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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: BY St. Lucie Count Building Permit Application Planning and Development Services Building and Code Regulation Division 2300.Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential _X_ PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: Additional work to be ertormed under this permit —check all apply: �HVAC Ei Gas Tank` Gas Piping _ Shutters L1 Windows/Doors 11 Electric 0 Plumbing U Sprinklers Generator Roof Total Sq. Ft of Construction: 77. 1021 J" S . Ft. of First Floor: Cost of Construction: •C (� Utilities: Sewer F]Septic Building Height: T�����' Name L Name: Company: Address: L City: Zip Code: 1,135/1/ Fax: `" Phone No. `- 79 0 E-MaiiAeAluo Statei IV 6' ga, oj&� Address: `6W l9 City: Cam State. Zip Code: aIPW �Fax: Phone No. S&I- 79- 5406 x A Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: rl-q"e e), ae,? ;e c o 4 State or County License: g a5 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. I DESIGNER/ENGINEER: _ Not Name: _ Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: _ Not Applicable Name:. Address: City: State: Zip: Phone BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: OWNER/. CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has. commenced prior to'the issuance of a permit: St. Lucie County makes no representation that is granting a permit will authorize the erm'it holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or anscovenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration -of the granting of this requested.permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Signature of Owner/ Agent/ Lessee Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The forgoing instrument was acknowledged before me The for oing instrument was acknowledged before me this 1d`I day of. ° S+Q �i• , 20 by . this .� day of : SA.p LL> : 20. 11 by (Name of person acknowl dging) (Name of person acknowledging) (Signature of Notary Public- ate of Florida) (Signature of Notary Public- State of Florida ) Personally Known O...Produced Id Personally Known OR o p Giva GI Type of Identification Pr d EANNA ... orida •�P B,entificatig.EikRgA ; ype of Identifcation.Rroduced c� : N�tarV Public -State of Ft �``µY Pue� public . o ��;,; Notary Expires Dec 16, 201 Commission No. 85876.1 3 . . - _ o . My Comm. Expires Dec 15: mmission No. ^ E.� 5�1 � Veal ommission # EE 85871 Com p` Nationa,.-� JF 0 Bondetl Through National Notar, nded Through REVIEWS FRONT iOv SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE - RECEIVED I����'I DATE A� COMPLETED Rev. i/2_ul4 - ,b Planning &Development Services ,Building 8 Cade Regulation Division,; 23QO Virginla Avenue, ForEPierce,FL.34982;�-_:,,,,__ REVIEW COMMENTS O9� Page 1 D_ PROPERTY INFURMA IIUN®� Address: 3905 Shoreside Dr Owner(s): Tarpon Flats Llc City / State / Zip: Fort Pierce, FI 34949 Parcel #: 1423-566-0012-000/8 Jurisdiction: SAINT LUCIE COUNTY Zoning: HIRD Lot#: 9 Block: 1 APPLICATION INFORMATION Permit Number: 1409-0290 Stories: Automatic Sprinkler System? No Permit Type: FENCE ALUMINUMNINYL RESIDENTIAL CONTRACTOR INFORMATION Contractor Name: Alan J Tarpell Fax Number: 561-659-1197 Business Name: Phoenix Realty Homes Inc Business Addr: 1760 N Jog Rd Suite 140 Email: Fran@Companiesfl.Com City / State / Zip: West Palm Beach, A 33411 REVIEWS AND COMMENTS Review Type Status Reviewed By D e Started Date Completed Date Released DOCUMENTS MISSING PENDING 9/29/2014 Comment: CbNZRACTOR/AG NT UIRED TO INIT AL STATEMENT O OPY SUR22014 CTTO OACH INTO EASEM CONT CTOR A 0 ILE CO Y (EASEMENT STAMP) 1 FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 9/19/2014 9 `�911912tl14 Comment: PLANNING REVIEW INCOMPLETE Carl Peterson 10/11/2014 10/13/2014 Comment: PLEASE SUBMIT ENGINEERED DRAWINGS FOR ALUMINUM FENCE 10/13/2014 Comment: EMAILED TO CONTRACTOR ON 10/13/2014 ZONING REVIEW COMPLETE Lydia Galbraith 9/22/2014 9/29/2014 Comment: 9/29/2014 l S 22'30'39"E 495 00" PCP FD. NAIL AND DISK "LB 6905" ---�10'A.E&U.E. CC FD 5/8" IRC 4286" W LOT 8 ^ VACANT aRu 1 �O � o W 7. SET 5/8" IRC LB # 6905— •-EASEMENT ,'PiAM-REEVI BLDG: 'm DATE: ELEC- DATE: PLUMB: DATE: AnCnU. CURB 84 PROPOSED SINGLE oo FAMIL Y RESIDENCE �14.33' F.F. ELEV=7.48 ;OI�EREOIi 27.00' PORCH c4 o LOT 9 FD, CONCRETE' 6 VACANT MONUMENT 111 "LB 6905" h CON EF 70N`EASEAi,EEN•T...,, ,. •� '`W. LINE OF BONITA ISLE UNIT 1 PLAT BOOK 9, zy PAGE 62 FT. PIERCE CUT LO 9, iat9 T STBDIVISION , AS SHOWN ON THE PLAT TH , R. . PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. North PLAT OF SURVEY FOR: PHOENIX HOMES TYPE: BOUNDARY & TOPOGRAPHIC DATE: 01/09/14 PROJ. NO. 13-024-09 F.B. 196 PG. 51 DWN. BY: J.E.K. SCALE: 1" = 30' CKD. BY: C.H.B. THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. SET NAIL IN ASPHALT TOP -OF NAtrEL=5.E8 NGVD '30'39"E 110.00' y y' PCP FD. NAIL AND DISK c "LB 6905" FD 5/8" IRC _'C&T LB 4286" •3.84' Applicant has boon advised NO structures can be erected within any eas6 m or right of way unless o approved. Applicant Initials - 78' LOT 10 VACANT SET 5/8" IRC -LB # 6905 /�.. �. �, �MON�6soyp.E,pSEEN�1- 005a.. PAS ' ,XISnN8 N BUILDING SETBACKS (BSB): FRONT — 25' REAR — 15' MIN. IRC PERMIT # SIDES — 7.5' ADDRESS: 3905 SHORESIDE DRIVE, FT. PIERCE PARCEL I.D. 1423-566-0001-0008 MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 1,1396905 PHONE: 772-794-1213, FAX: 772-794-1096 E-MAIL: LB6905 ¢.BELLSOUTH.NE'r PG 1 OF 2 Report of Survey: (Project #13-024-9) * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: J MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (5J-17. FAC) IS SUBURBAN, THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 1/08/14 * THE BEARING BASE FOR THIS SURVEY IS GRID BEARING OF S89'45'08"W ALONG THE SOUTH LINE OF GOVERNMENT LOT 1, SECTION 23, TOWNSHIP34 SOUTH, RANGE 40 EAST RELATIVE TO THE FLORIDA EAST MERCATOR PROJECTION. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", AND AE 4 PER FLOOD INSURANCE RATE MAP #12111C0087 J, DATED FEB. 16, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODECIIC VERTICAL DATUM OF 1929. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: NATIONAL GEODETIC SURVEY MONUMENT P 633, ELEVATION 2.97' NGVD (1.49' NAVD, PUBLISHED). SITE BENCHMARK AS SHOWN ON PAGE 1 OF 2. * ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. * THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS—1.483': THS WAS DETERMINED USING CORPSCON FOR WINDOWS VER. 6.0.1 Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR & MAPPER LB - LAND SURVEYING BUSINESS C - CENTERLINE R - RADIUS L - LENGTH o - DELTA ANGLE E/P - EDGE. OF PAVEMENT B/C - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POB - POINT OF BEGINNING G - (PCP) PERMANENT CONTROL POINT PCP - PERMANENT CONTROL POINT M - (PRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT P - IRONI POP PIPE O - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP III - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT FD - FOUND - OAK TREE (M) - MEASURED (C) - CALCULATED - PALM TREE EL./ELEV. - ELEVATION MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BE, FL. 32960 LB96905 PHONE: 772-794-1213, FAX: 772-794-1096 E-MATL: LB690.5(a,BELLSO1TI'H.NET &- - GUY WIRE `KL - WOOD U11UTY POLE ® - TELEPHONE SERVICE ® - CABLE T.V. BOX ® - ELECTRIC BOX LIGHT POST WELL ° - HYDRANT D4 - GATE VALVE - IRRIGATION VALVE - WATER METER S - - SANITARY MANHOLE - SANITARY SERVICE - SEPTIC TANK - DRAINAGE MANHOLE - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - CONCEPTUAL DRAINAGE -a- - STREET SIGN 2J5 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM ,aO - TYPICAL ELEVATION A/C - AIR CONDITIONER CONC. - CONCRETE F.F. - FINISH FLOOR BSB - BUILDING SETBACK LINE R\W - RIGHT OF WAY AB AS -BUILT THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED• SEAL OF THE FLORIDA LICENSED SURVEYOR AND -MAPPER NAMED BELOW. CHARLES H. BLANCHARD P.S.iA.�5755 PG2OF2 0 SPECIFICATIONS 1. POOL BARRIERS DETAILED AND SPECIFIED ON THESE DRAWINGS COMPLY WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE 2010: SECTIONS 424.2.17. 1.1 THROUGH 424. 2.17 1.10 AS APPLICABLE. 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6061-T6. ALL SHOP WELDS SHALL USE 5356 FILLER MATERIAL WITH 3/161N. FILLET WELD U.N.O. ALL MECHANICAL CONNECTIONS SHALL BE MADE WITH #10 SHEET METAL SCREWS 1 1/2" LONG U.N.O. 3. POST INSERT AND POST SHALL BE SHOP WELDED TO BASE PLATE. 4. POST INSERT SHALL EXTEND 21" ABOVE BASE PLATE. 5. POST INSERT SHALL BE USED ON 2nd FLOOR AND ABOVE APPLICATIONS. MAX. RAILING HEIGHT FOR THIS APPLICATION SHALL BE 44. 6. GROUND FLOOR APPLICATION SHALL NOT REQUIRE POST INSERT. 7. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. S. POOL BARRIERS DETAILED AND SPECIFIED ON THIS DRAWING ALSO COMPLY WITH FBC R4101.17 (RESIDENTIAL). 9. FENCES IN BROWARD COUNTY MUST COMPLY WITH FBC 2010, SECTION 1615.2.1 FOR HVHZ. N_ O > W — �m_:�:r_j �w 0� ? W V _jIra: 3 O :m w OQ F- m w O0 in W Z _jj a0� aWo t yYF. gmW a ta�z w �O a � a 2" IN! R-1 RAILING EMBED TO SOIL R_1 SCALE:NTS ARE SUBJECT TO ANY C011RE.CTIONS REQUIRED BY PIEL© IINSPECIOPS THAT MAY BE NECESSARY IN OWM TO COMPLY WITH ALL APPLICABLE CODER. 42" 48" 60" NOTE: RESIDENTIAL POOL BARRIER TO BE 4V MIN. ABOVE GRADE. (FBC# 424.2.17.1.1). FOR GREATER THAN 60 INCH HEIGHT RAIL USE 1 INCH PICKET OR ADDITIONAL HORIZONTAL CHANNEL 6' 0" MAX. POST SPACING SIDENTIAL POOL BARRIE 4' 6" MAX. POST SPACING (BALCONY RAILINGS) ALTERNATE WHEN USING REMOVABLE POST EMBED 1/4" X 0.090 TUBE LA MINIMUM 6" DIA. X 18" 2500 P.S.I. CONCRETE FILLED POST HOLE. 18" MIN DEEP FOR HEIGHTS UP TO 60" 24" MIN DEEP FOR HEIGHTS UP TO 72" TOP CAP - SNAP CAP PLATE - SNAP POST - BOTTOM CHANNEL CORE DRILL EXIST. CONC. 31/2" DIA. AND FILL W/ QUICK-ROK OR EQUAL ARE THE RESPONSIBI 91RID F THE CONTRACTOR OF 2.625 TOP CAP CAP SNAP POST �3/4"PICKET PICKET OPENING TO BE LESS THAN 41NCHES R-4 TYPICAL RAILING ELEVATION R-1 SCALE:NTS 1 BOTTOM CHANNEL NG TO BE NOT THAN 2 INCHES ALTERANTE FOR BALCONY BALUSTERS EMBED I -BEAM POST INSERT MIN 21" THAN /"jR'-2NAILING EMBED TO EXISTING CONC. SLAB R-1 SCALE: NTS 2.413 TOP CAP SPLICE }2.0001 L42.000 ,0.125 2"x2" VERTICAL POST }2.0001 I I—} *�0 ❑ ❑ uu iiiiiiHHFFFFFF0.1 zs 3/4" PICKET 1" PICKET BOTTOM CHANNEL .062 .062 WELD RAIL EXTRUSIONS SCALE: NTS TOP CAP WALL MOUNT BRACKET 0 BOTTOM CHANNEL WALL MOUNT BRACKET C RAILING TO BUILDING MOUNT SCALE:NTS }2.0001 2.468 I m__� _t TOP CAP SNAP P )ST 2.000 �1.7954 SNAP CAP PLATE SNAP POST PLATE rl 3/4" PICKET 1" PIC ET BOTTOM CHANNEL .040 .040 MECHANICAL RAIL EXTRUSIONS SCALE:NTS R [Eccod�-� APR 1 0 ADD D NOTE: HEIGHT & WIDTH OF GATE TO BE DETERMINED BY RAIL HEIGHT R-3 TYPICAL GATE ELEVATION R_1 SCALE: NTS 0 ro cD Z J Q Q z o� �'•, x 2" POST ELF -CLOSING RAVITY HINGES r0,100 �}2.0001 2.000E 1.7� t0.osa 5 1-.4 41.66224 SNAP POST POST INSERT SNAP POST PLATE HR4 HR2 44" HEIGHT POST 21" HEIGHT I POSTINSERT SHOP I I 1/4" DIA. HOLE WELD va BASE PLATE 0.3751�--4.00" ELEVATION BASE PLATE vvo�u SNAP POST PLATE SNAP POST o 0 SHOP 'OSTINSERT (4) 1/4" x 21/4' CONCRETE SCREWS ALT. MOUNT TO EXIST. CONC. SLAB SCALE:NTS cc W c C Lu a rr Lu o z Z LL 0 al a Z u w Z :3 W Lj_ z ; p 0 ED O F Z U ?� < Z =$pppop�O w -; T p Q s W w �_"N W p U Q N N = Z Q :3 Z Ln W Mui_LL LL N Vf LLI wF D�Lu a a�Lu m W H UJI Z W d LU LUZ d m DRAWN BY DATE DRAWN 03/24/.1.5 REVISION 0 - SHEET NO: R-1