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HomeMy WebLinkAboutSUBMITTED PAPERSt , ALL'APPLIIC%�ABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: - ��1 l SCANNED Permit Number: Al 0BY %' n 101MM St, Lucie County 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 PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address: Legal Description: G Prop9irty Tax ID #: LSU . -- 5 (�.,j (�o -LLOU I I -6CA / I Lot No._, Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: �l (�c�J� 7)fi / L�o L_ r- , F -,^ ,r_ Haamonai worK io De errormea unaer tnis permit- cnecK aii apply: 11HVAC 1:1_ Gas Tank Gas Piping _ Shutters Q Windows/Doors 11 Electric 0 Plumbing Sprinklers Generator Roof Total'Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: ©0, © 0 Utilities: —Sewer 0 Septic Building Height: �O�UItN�RtLESSI� Name Name: Company: Address: C/ Q City: State: Address: ao Zip Code: 1/ Fax: oe Phone No. f v Q-j bjj /t� City: QD/YY) State: Zip Code: �J3�t�/� Fax: E-Mai /ewlo to Rini 11MW Clinuo �66w Phone No'3z/'!�:ft E-Mail: P e �c qn.;er ��• �-' Fill in fee simple Title Holder on next page ( if different from the Owner listed above) State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. o DESIGNER/ENGINEER: _ Not Applicable Name: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: 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 permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants 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 Amgndments. 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. re of Owner/ Agent/ Lessee ature of Contractor/License Holder STATE OF FLORIDA ,L. STATE OF COUNTY OF FLORIDA COUNTY OF The for ing instr ent knowledged before me The f oing instr ent as acknowledged before me this 7day of 20 14 by this day of 20_-14 by (Name of person acknowledging) (Name of person acknowledging ) 14 (Signature of Notary P blic- ate of Florida) (Signature of Notary Public- St of Florida ) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identifi ation Produced Typ of Identification Produ FRANCES DONZA Commission No.*•Pi'., ,,,,, (S@�N¢ESDONZA Comm Sion No. ; ISSION#FF014070 MY COMMISSION # FF 01407011 EXPIRES: July 27, 2017 0.' S: July 27, 2017 Bonded Thru Notary Public Underwriters Revised 07/15/201 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE . V INITIALS .' v Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 REVIEW COMMENTS Page 1 PROPERTY INFORMATION Address: 3909 Shoreside Dr Owner(s): Tarpon Flats Llc City / State / Zip: Fort Pierce, FI 34949 Parcel M 1423-566-0011-000/1 Jurisdiction: SAINT LUCIE COUNTY Zoning: HIRD Lot#: 8 Block: 1 APPLICATION INFORMATION Permit Number: 1409-0291 Stories: Automatic Sprinkler System? No Permit Type: FENCE ALUMINUM/VINYL 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, FI 33411 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING 9/29/2014 Comment: �QNTRAC O GENT RE UIRED T6-INITIAL SJJ ATEMENT O OP' EAkME , CON CT AND FILE COPYI SEMENT STAMP FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 9/19/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Carl Peterson 10/13/2014 10/13/2014 ��ommenl-:PLEASE SUBMIT ENGINEERED DRAWINGS FOR ALUMINUM FENCE 10/13/2014 EMAILED TO CONTRACTOR ON 10/13/2014 ZONING REVIEW INCOMPLETE Lydia Galbraith 9/22/2014 Comment: SURV Y NOT TO ENCROACH INTO /19/2014 9/19/2014 BENCHMARK ' — — — — — SF-NAIASPHALT) PCP INL aIRB ET 2' CONCRETE — TOP OF NAIL EL=5.28 TOP EL=5.00' FD. NAIL AND � CURB (TYP.) ��� o NGVD DISK "LB 6905" r� Sy.2 CURB INLET TOP EL.=4.97' N �>--l 0' A.E & U.E. SET 5/8" IRC LB # 6905 8. e / LOT 7 VACANT a o� SET 5/8" IRC LB # 6905 8. 'EASEME,NT, - FL•00D20NE •X 5 f1G1A7ZAYE AE=4.. t o., PROPOSED WALK OVERED ENTRY 9 B.SB: 1 5.17 6.33' 517' h 14 PROPOSED SINGLE FAMIL Y RESIDENCE F.F. ELEK=7.41 46.47' LOT 8 VACANT 1. • ..WETLAND%": •CONSERVA�101 o " (.CROSS=DNA T 7.. PORCH ' 17.33' F6.50 m vi -W. LINE OF BONITA ISLE UNIT 1 PLAT BOOK 9, PAGE 62 FT. PIERCE CUT S 22'30'39"E 185.00' PCP r- FD. NAIL AND DISK P.V.C. PIPE "LB 6905" FD. 5/8" IRC _ C&T LB 4286" y WWI h§§ k4fi ggvl§W N0 §M19 �oa un be wootod within any or. 6.Hght of way unless oth proved.' `. Appilunt Initials 11 ory to o LOT 9 A VACANT g FD 5/8" IRC ALB # 6905 9 � l 10.O v * LEGAL DESCRIPTION: LOT 8, TARPON FLATS SUBDIVISION, AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA &kdOO - 11 GRAPHIC SCALE 30 i 15 30 ®I ( IN FEET ) 1 inch = 30 ft. North PLAT OF SURVEY FOR: PHOENIX HOMES TYPE: BOUNDARY & TOPOGRAPHIC DATE: 01/16/14 PROJ. NO. 13-024-08 -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. BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' IRC PERMIT # ADDRESS: 3909 SHORESIDE DRIVE, FT. PIERCE PARCEL I.D. 1423-566-0011-0001 MERIDIAN LAND SURVEYORS 1717 1NlllAN RIVER DLVD, SUITE 201 VERO BEACH, FL. 32960 LBN6905 PHONE: 772-794-1213, FAR: 772.794-10.96 E-NL•\IL: 1,116905(4BELLSOUTILNET PG 1 OF 2 J jr Ny n � 'tir Report of Survey: (Project #13-024-8) Z, * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: 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 #12111CO087 J, DATED FEB. 16, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODECTIC 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 - PSM - LB - C. - R - LEP - B/C B.M. - POC - POB - PCP - PRM - O - IP - O - IRC - a - CM - FD - (M) (P) - EL./ELEV. PROFESSIONAL LAND SURVEYOR PROFESSIONAL SURVEYOR & MAPPER LAND SURVEYING BUSINESS CENTERLINE RADIUS LENGTH DELTA ANGLE EDGE OF PAVEMENT BACK OF CURB BENCHMARK POINT OF COMMENCEMENT POINT OF BEGINNING (PCP) PERMANENT CONTROL POINT PERMANENT CONTROL POINT (PRM) PERMANENT REFERENCE MONUMENT PERMANENT REFERENCE MONUMENT (IP) IRON PIPE IRON PIPE (IRC) IRON ROD & CAP IRON ROD & CAP (CM) CONCRETE MONUMENT CONCRETE MONUMENT FOUND - OAK TREE MEASURED PLAT &- - GUY WIRE WOOD UTILITY POLE ® - TELEPHONE SERVICE ® - CABLE T.V. BOX BOX =ELECTRIC - LIGHT POST °V WELL - D4 HYDRANT - GATE VALVE - IRRIGATION VALVE ® - WATER 'METER OO - SANITARY MANHOLE - SANITARY ® - SEP11C TANKRVICE . - DRAINAGE MANHOLE ® - CURB INLET ® - SURFACE INLET ® - MITERED END SECTION - CONCEPTUAL DRAINAGE �- - STREET SIGN 233 - PROPOSED GRADE NAVD - NORTH AMERICAN VERTICAL DATUM x255 - TYPICAL ELEVATION A/C - AIR CONDITIONER CONC - CONCRETE - CALCULATED - PALM TREE - ELEVATION MERIDIAN LAND SURVEYORS 1717INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB96905 PHONE: 772-7944213, FAX: 772-794-1096 E-MAIL: LB69050,BELLSOUTH.NET F.F. - FINISH FLOOR BSB BUILDINGSETBACK LINE R\W - RIGHT OF WAY' AB AS -BUILT THIS SURVEY --,IS NOT VALID WITHOUT -THEE SIGNATURE AND -THE- ORIGINAL RAISED:',SEAL OF'.IHE FLORIDA YED.SUR Y(iR AND.MAPPER NAkicD BELOW. \�\_� ARLES` . biLAANCHARD`"'rP.S;M. 15755 PG2OF2 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. 2.171.1 OAS 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. 8. 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 EZ�cic_c J .z 0 m. u � �i Lit c Lu re �} 3 2 Eu ii]¢�� S 42" 48" 60" R'VRAILING EMBED TO SOIL R_l SCALE: NTS CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILM Of THE COMACTOROF RECORD NOTE: RESIDENTIAL POOL BARRIER TO BE 48' MIN. ABOVE GRADE. (FBC# 424.2.17.1.1). FOR GREATER THAN 601NCH HEIGHT RAIL USE 1 INCH PICKET OR ADDITIONAL HORIZONTAL CHANNEL TOP CAP �3/4" PICKET SNAP POST PICKET OPENING TO BE LESS THAN 4 INCHES Z � m 0 41 Cu -i • CL O 1 UZW* ❑Q' t_ w Q: C] B W (q + - _ - - V 0" MAX. POST SPACING ..I 0] O m (RESIDENTIAL POOL BARRIER) N inLL 0 GL' 4' 6" MAX. POST SPACING BOTTOM (BALCONY RAILINGS) CHANNEL W Lu g OPENING TO BE NOT W 9 MORE THAN 2 INCHES Q R-4 TYPICAL RAILING ELEVATION R_1 SCALE: NTS G TOP CAP G SNAP CAP PLATE lz Y." SNAP POST BOTTOM CHANNEL CORE DRILL EXIST. A"� CONC. 3112" DIA. AND FILL W/ QUICK-ROKOR_ EQUAL UM 6" DIA. 2500 P.S.I. RETE ) POST N DEEP FOR ITS UP TO 60" N DEEP FOR ITS UP TO 7Z' 2.625 TOP CAP ALTERANTE FOR BALCONY BALUSTERS EMBED I -BEAM POST INSERT MIN 21" THAN rR_-2'�RAILING EMBED TO EXISTING CONC. SLAB R_l SCALE: NTS 2.413 TOP CAP SPLICE t2.0001 ❑0 0.125 2" x2" VERTICAL POST }2.000{ I i 11.000 uu ���H���HFFFFFF0.125 3/4" P❑ICKET 1"PICKET BOTTOM CHANNEL .062 .062 WELD RAIL EXTRUSIONS SCALE:NTS 0, tam TOP CAP WALL MOUNT BRACKET 0 BOTTOM CHANNEL WALL MOUNT BRACKET IR [E F. 0 v E APR 1 0 OECD D III GRAVITY LATCH 314" PICKETS LESS THAN 4--,,,, INCH OPENING RAILING TO BUILDING MOUNT SCALE: NTS 2.468 t }2.000 # I I1 10 IM TOP CAP SNAP POST 2.000 t1.795* SNAP CAP PLATE SNAP POST PLATE 3/4" PICKET 1" PICKET BOTTOM CHANNEL .040 .040 MECHANICAL RAIL EXTRUSIONS SCALE: NTS NOTE: HEIGHT & WIDTH OF GATE TO BE DETERMINED BY RAIL HEIGHT ... 3��01 = o —_ N m J O Q U ~15 F PROFE 3SIONAL SEAL IOC W r2" x 2" POST W z LLI SELF -CLOSING FGRAVITY HINGES Z LJJ Q kD o Q z O cc Q w Z. N z LLI U- > C � � O G. N LL R-3 TYPICAL GATE ELEVATION R_l SCALE: NTS }2.000 2.0�E }�I�0.100 1.750 t0.060 75 �41.624 SNAP POST POST INSERT SNAP POST PLATE HR4 HR2 _ 44" HEIGHT POST 21" HEIGHT POSTINSERT SHOP I I 1/4" DIA. HOLE WELD 7 BASE PLATE 0.3751 �--uc0--4 ELEVATION BASE SNAP POST PLATE 'OSTINSERT (4)1/4" x 21/4" CONCRETE SCREWS ALT. MOUNT TO EXIST. CONC. SLAB SCALE: NTS C C: c c O� u U LL LL Z a � _j k J Vr F Z o$ �I- Q wST� w zm O -ccN Y1 Z W u V _'NN z P c a q CA US :1 iu o LL N Vf W UJI Q ? � m W I-- Z W ui OC U J Uj a c DRAWN BY DATE DRAWN 03/24/15 REVISION SHEET NO: R-1