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Home My WebLink AboutSUBMITTED PAPPERSOWNER INFORMATION NAME: I:U]» I.3.3 CITY: I' r STATE: _ 23P 3 L/ 4 Si PHONE (DAYTIME): email: 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: �� / I So !42 Z CITY: / (1 A M 1 PHONE (DAYTIME): (_) CONTRACTOR INFORMATION STATE: F L. ST. of FL REG./CERT #: ST. LUCIE COUNTY CERT BUSINESS NAME: BANNER ALUMINUM QUALIFIERS NAME: David N. Loper ADDRESS: Fort Pierce. FL 34947 CITY: Tel: 466-7210 • Fax: 46WAR: ZIP PHONE (DAYTIME): () FAX NO. email: OWNER BUILDER / CONTRACTOR AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I attest to the fact that a structure was located in the exact location where I plan to reconstruct due to damages caused by the storms. I will not build any structure larger than what was in place prior to the storms. I will meet all setbacks that the County requires for the community. I understand that any violation my cause me to remove or relocate any structure that is in violation of the setback req iren ents. J7 PiL OWNER BUILDER CONTRACTOR SIGNATYkE STATE OF FLORILD,A COUNTY OF ! % Janese E Dagata • My Commission DD191214 The foregoing to ment was acknowledgedExpires May 16, 2007 before me thisay of 491l[i , 20,Z by p v [ t2 o is personally mown to me r who has produced as identification. �,µ*ft-4, Janese E Dagata Sign re re o� My Commission DD191214 T;,,V Expires May 16, 2007 Type 'nt Name of Notary STATE OF FLORIDA COUNTY OF !�E J The foregoing tns ment was acknowledged before me this day off, 200S, by DA✓[n li LOA/ IZ Cw oispersona CB -own to me who has produced as identification. J Si lure of Notary i, =_5, AT /3 TypeVPrint Name of Notary Commission No. (Seal) Commission No. (Seal) NOTE: IF APPLYING FOR THIS BUILDING PERMIT' AS AN OWNEMUE.DER, THE OWNER. MUST. PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, OR THE OWNER BUILDER AFFIDAVIT MUST BE SIGNED AND NOTORIZED WHEN SUBMITTED The owner, owner builder, or contractor accepts FULL RESPONSIBILITYfor the repair as declared in this application. St Lucie County Building Department or other departments will not be held responsible as this permit is only intended to be constructed in accordance with the attached specifications. Any deviations or additions to this repair will constitute a violation of the FBC and the owner and/or contractor will be cited and prosecuted to the fullest extent that the law /allows. / p I have read and fully understand my responsibilities Owner Builder / Contractor Date I DATE FILED: 17. O (/ O O J O�' Q I // �� F✓�' I RECEIPT NO.: PERMIT NUMBER: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �J �e eon .y St. Lucie County Building and Zoning 2300 Virginia Avenue <OR10p• Ft. Pierce, FL 34982-5652 462-1553 SCANNED BY STORM REPAIR PERMIT St. Lucie County FOR ALUMINUM CARPORT STRUCTURES PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: / S V L X D Z- VC `7 A 2. S/D NAME: SITE PLAN NAME- 3. PROPERTY TAX ID #: I C3 D -ZZ3 ` OOD % - / 4. LEGAL DESCRIPTION (attach extra sheets if necessary): _ E vG - ,2 42j 191e,2 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS �S�,Z iC /DD 7. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: T fi L L 2 copies of color photos will be required for of all proposed repair work as indicated. The photos must include the address number of the home for inspection verification. 8. I, the contractor / owner have verified that the. existing concrete slab is a minimum of 4" thick and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure W41 not exceed the footprint of the carport that was in existence prior to removal by the storms. GJ/Ji'rro� �L Signature FOUNDATION [ ] SLAB ON GRADE [ ] ppRAISED SLAB W/FOOTER [) RAISSED3 WOOD DECK ON FOOTING 9. Sq. FUCONSTRUCTION: C G �% 10. VALUE OF CONSTRUCTION: $ D c The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/ r 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 or more, a RECORDED Notice of Commencement most be submitted with this application. IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. SLCCDV Form No.: 411105 ` JeWIDE x 3" RISER INTERLOCKING ROOF PANEL 3" RISER PANS OR 48" COMPOSITE PANELS 3" RISER PANS OR 48" C(; ?iTTE PANELS COMPOSITE ROOF PANEL [INDUSTRY STANDARDI FALUMINUM SKIN EP.S. CORE SIDE CONNECTIONS VARY w� a O (DO NOT AFFECT SPANS) Y 1 48,00 3" RISER PANS OR 48" COMPOSITE PANELS ALTERNATE CONNECTION: (3) nB SCREWS PER PAN WITH 1- MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED 1411 (2)1/4" THRU BOLTS END EXISTING TRUSS OR RAFTER 010 A 1.1 d S.M.S. (2) PER RAFTER OR TRUSS TAIL \-010 A 314'S.M.S.@12-O.C. !prx� 3" S J�%-060 EXISTING FASCIA CONCEALED FAST �x . ARET S' 014ATTACHME FOR MASONRY USE HERESPGNSl6lLIl ' A Tg U4-F 1-1/4-MASONRY A%CHOR OR EQUAL @ 24- O.C. �CONiRACiOR Of RECORDTHE 5 FOR ORD� SCREWS @ 2-O.C. PQ EXISTING HOST STRUCTURE: 31X X.06O WOOD FRAME. MASONRY OR OTHER CONSTRUCTION INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED ' / U-CLIP WITH WALL EQUALTO OR GREATER I� THAN WALL POST CONCRETE LNHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL 14AVE A MINIMUM EMBEDMENT OF V CAULK ALL EXPOSED SCREW HEADS a WASHERS FOR COMPOSITE ROOFS', 910. (I" 121S,M.S. W1 1-114-0 FENDER WASHERS @ 13- O.C. (LENGTH = PANEL THICKNESS'- 1-) @ ROOF BEARING ELEMENT (SHOWN)AND 24- O.C. @ NON -BEARING ELEMENT (SIDE WALLS) (2)1/4"THRU BOLTS EDGE BEAM 2" x 6" x.050 SMB —Pp3T 3" x ' x .060 OVERALL PROJECTION ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3'= 1'41- ROOF PANEL TO WALL DETAIL 4 — 3/8" concrete anchors with min. of 2 3/8" imbedded into concrete FOR PAN ROOFS 13) EACH eB . IR- LONG 5 M,S PER 12- PANEL W, 314- ALVM9MVM PAN WASHE R =BEAM X.050 SMB ROOF PANEL TO BEAM FASTENING DETAIL EDGE BEAT SEALANT 2" x 6" x.050 ROOF PANEL 08 a 17 S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS SEALANT ROOF PANEL Na A 1R" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS 3" 60NOEALED FASTENERS ORATTACHMENTS AAA r. E RESPONSIBILITY OF THE CONTRACTOR OF RECORD HOST STRUCTURE MASONRY OR FRAMED WALL EDGE BEAM 2" x 6" x.050 SMB OVERALL PROJECTION 3" RISER PANS OR 48" COMPOSITE PANELS MAXIMUM SPANS BETWEEN UPRIGHTS -12' CARPORTS =12' 8 " -14' CARPORTS =12' 1 " (SPANS WILL VARY BUT CANNOT EXCEED ABOVE SPANS) 3" RISER PANS OR 48" COMPOSITE PANELS MAXIMUM SPANS BETWEEN UPRIGHTS AZ CARPORTS =12' 8 " -14' CARPORTS =12' 1 " (SPANS W81 VARY BUT CANNOT EXCEED ABOVE SPANS) BEAM TO WALL CONNECTION: (212-. 7.00B EXTERNALLY MOUNTED ANGLES ATTACHED to WOOD FRAME WALL WI MIN 1211E-. r LAG SCREWS PER SIDE OR TO CONCRETE W1 (2) IN-, 2-IM' ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3- O e W ALTERNATE CONNECTION: c 6 INTERN•. 1/B' O NEt U-CIWOOD ATTRNALACHED ATTACHE. TOWOODW' FRAME PRIAMRY BEAM , WALL W1 MM O YB',TLAG SCREWS OR TO COrvCNETE TE ANGLE OR RECEmrve / OR MASONRY WALL W1131 IN' . DEN' ANCHORS OR ADD 11) CHANNEL ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN T BEAM TO WALL CONNECTION DETAIL PST 3" x ' X. 0 6 0 i✓i LTV EDGE BEAM 2" x 6" x .050 SMB Note: 2 copies of these specifications most be signed and submitted with the permit application. I Permit # ��" g o� CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILED Not valid unless stamped and dated by County St Lucie County Storm Damaged Carport Replacement Specifications Designed for Single Carports Only For all areas except Hutchinson Island and Indian River Drive. Any carport that exceed the spans listed below can not use this design sheet and must have specific engineering. 3" X 12" Carport Pans cannot exceed 12'span 3" X 45" Comp. Panels cannot exceed 14' N,i z is L. iF l— f�� G MH O ner's name n F V 1 5 7/1 Address I /P/159.516 ;s;v3 rCityN�•; State 2ip r Contractor ��_ t3�3 R�T Address !=L .3 yys City State ZIP Carport Size: LengthWidth Z Roof Type: (must indicate) Y 3" X 12" pans ❑ 3" X 48" Insulated ❑ .024 ❑ .032 Any additional structures that are added that were not in place previous to the storms will require full ap- plication, engineering, and review and must meet thi current building code that may include 4t6 wall con- struction. Carport structures that include within the roof coverag area the following; sheds, screen rooms, sun rooms, glass rooms, raised structures, may not use this sheet and will require complete engineering as if new construction. The f these specification is approved by: Dennis M. Grim, CBO Date St. Lucie County Building Official I have read and fully understand my responsibility as a Contractor or Owner builder, that the carport will meet these specifications and will be inspected by the County after completion. Contractor / Owner Bifilder Date Page 1 of 1 Property Appraiser - St.Lucie , aty, FL .. b F`" L PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 3 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification UGIE C Site Address:. 14 LA VILLA WAY ParcellD: 1301-113-0001-000-1 Sec/Town/Range: 01:34S:39E Account#: 317 h Map ID: 13I01N - Land Use: PRKGIMOBILE Zoning: City/Cnty: ST. LUCIE COUNTY.,'`„_/ Ownership and Mailing Legal Description Owner. Wynne Building Carp 134 39 E 1/2-LESS N 1069.54 FT-(258.99 AC) (OR 324-2491) Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Assessment TRIM Total Land and Building Date Price Code Deed BooklPage 2005 Val: 20879900 Land Value: 20752800 Acres: 260.01 1/1/1980 950000 00 CV 032412491 Assessed: 20879900 Building Value: 127100 11/1/1978 390000 00 CV 030711544 Ag.Credit: 0 Finished Area: 21014 SgFt Exempt: 0 Taxable: 20879900 TotalTax: 442472.24 BUILDING INFORMATION Exterior Features View: - RoofCover. TG - Tar & Gravel - RoofStruct:' ExtType: CLHS - Clubhouse YearBlt: 1982 Frame: Grade: C+ - C+ EffYrBlt: 1982 PdmeWall: StoryHght: 0010-1 Story No.Units: 1 SecWall: Interior Features BedRooms: Electric: MX- MAXIMUM PrmintWall: FullBath: HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/2Bath: HeatFuel: ELEC - Electric Prm.Flors: %A/C: 100 %Heated: 100 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Oual. Cond. YrBIt. No. Land Use Type CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK4' Y 1 160 AV AV 1982 FENS - CHAINLINK 6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 58380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 ' FS - Flat/Shed BS - CB Stucco DW - Drywall CU - Carpet Measure Depth 1028 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?prelid=130111300010001 8/19/2005 r ,,� � I ,` � �, r � I � -� I I I I' ! SY ! � I � l� � � � � y !Cr ' ' I , �t � +^r '� �� ' q � el k � �V