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HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMPLL, FOR APPLICATION TO BE ACCEPTED Date: 07 - 2-7- 2b /,� SCANNED Permit Number:�- BY St. Lucie Cou* s -- --- - - 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: Address: rfb /` Legal Description: <�, 5-36- i'e'YGc- Property Tax ID#:. � 6 Oa -Oia V -006 2 Lot No, Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: Aooitionai worK to oe pertormea unoertms permit —cneCK au tnat apply: _Mechanical _Gas Tank _Gas Piping _Shutters _ Electric _ Pllumbin`e _ Sprinklers _ Generator / //L/ Total Sq. Ft of Construction. 'i"-a Cost of Construction: $ g q✓ D Sq. Ft. of First Floor: _ Utilities: _ Sewer _ Septic Windows/Doors Roof Building Height: O,W N ER/LESS'EE: CONTRACTOR: Namtz:rMe-S .i Cox Name: iic Address: /F(0 ?I S. a-5_'(A Sff e v� Company: �r City: ff 1Pl e,r;ce state:If Zip Code: � V,7rl r Fax:: Ilk Phone No. Z - 5_1—1o/ 5- Address: 47f r e �' City: } � r -_ - State: Zip Code: 3 �� Fax: Phone No %%y=sl%—�fisA E-Mail: cT,r G.0 m Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail State or County Li ense 60 h e Y If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONST ION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: _ Not Applicable MORTGAGE COMPANY: Name: "ot Applicable Address: Address: City: Zip: Phone State: City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: Name: _ Not Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip:_ Phone: 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 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 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 your Notice of Commencement. ature of Owner/ Lessee/Agent Signature of Contractor/License Holder STATE OF FLORID - STATE OF FLORIDA COUNTY OF `�i( s,U/ COUNTY OF The f49�r��,oing instryyyyggg��1111ent was acknowledge , b ore me The forgoing instrument was acknowledged before me th"I day of 20�y this _ day of 20_ by (Nam of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-S to of Florida) (Signature of Notary Public -State of Florida ) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identi Ic on Type of Identification Produced ...e a"" " ''' Produced 4 L. ,, tSd • ' Nr^u^Irc - 5,. ioa F'oves AKE1,)2o17 :DAWNCommission; '_ toot lic - Commission Na. Statenr' WAV ,i'y Cammiss�or p EE 877571nMy Domm.xpires Mar ., commission NEE rn d .. " ...... ro gh National Notary, - REVIEWS z;FRO ,T_ Noarr4@NIkJG5t.,e ISUPERVISOR PLANS VEGETATION SEATURTL OVE. QO ,� ERmy dWEEWsMa,22.REV W REVIEW REVIEW REVIEW REVIEW DATE ' l`P,L..co' Bon a al fywi taryAssn. /f RECEIVED DATE COMPLETED Rev. 7y201y Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial * I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial r� I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical cost, which could include loss of wages during recovery from their injury. Initial rtff— To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State partment of Professional Regulation. Si I d--and acknowledged on this day of of 20 _ ' q1 wn Builder Signature STATE OF FLORI3 y COUNTY OF b � The f egoing mstru gnt w acknowledged before me this day of 20 /, by who is personally known to me, or who has produ as identi lcaation. Signature o Notary Type or Print Name of Notary (Seal) Title: Notary Public Commission Number SLCPDSD Revised 05/15/2014 -F1 e DAWN MILONE 11 `0Notary Public -State of Florida • ; �� = My Comm. Expires Mar 22, 2017 commission # EE 877571 Bonded Through Natiand Not Aegn. PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGWIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, 7 ([C�p �(,79 S„�-H �S SfiYeei-_ ��L�YCQ, I / J J to (Parcel for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , 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. (fox Proper r•-Namm�(Please P!dpe Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS � DAY OF 20 f Bye ! ��� WHO IS PERSONALLY KNOWN OR WHO HAS PRODUCED Commisslon I FF 234730 (SEAL) My Comm. Expires May 27.2019 SLCPDSD Revised 04/112011 AS IDENTIFICATION. FT JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY_ FILE # 4103642 OR BOOK 3779 Fit '„ 2695, Recorded 08/20/2015 at.� :53 PM NOTICE OF COMMENCEMENT Permit No. 1603 -do ] !S� Tax Folio No 3y SL)d- 6/o2 L1600 Z, State of Florida Countyof St. Lucie The undersigned herebygives notice that imprvvementwill be made to certain real property, and in accordance with Chapter713, Florida Statute the following information is provided in this Notice of Commencement. Legal Desvi drty: W�fkLN7e/qo3i 0 ry74`ed` General description of improvement: F2 t2 of coi-6Y Ca.Lyll17✓� Owner info ation or Lesseffl information If the Lessee contracted for the improvement: Name h _ Address V f1�F /)wi L� „Z IS - Name and address of fee simple titleholder (if different from Owner listed above): ¢ W w � w u_ D Contractor's Name: Contractor rAddress: Phone Number: � U Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: o Q 5F W � Lender Name: Phone Number. �� o Lender's address: o U ¢ a v � r7 2 Persons within the State of Florida designated byOwner upon whom notices brother documents may be served as provided by S'ect�o¢� � L 713.13(1) (a)7., Florida Statutes: w W Ca o Name: Phone Number: Address: In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner. receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of pequry, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signatory's de/Office) The foregoing Instrument was acknowledged before me thi920 day of 6s"' _ , 2qi S BY % as C; for ame of Person T pe i�awt anty e.g. on on beh fof whom instrument was executed/ s Notary Public • Bid'- °! Florida My Comm. Expires I it 22PIMlill y known_ or produced Identification (Signature of Notary Public -State of Flodda)4(= Commission ♦EE 677571 (Print, Type, or Stamp Commissioned Name of Not a Pubiiclt Bonded Through halional NoTlIpUt entificatlon produced , TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) INTERIOR END EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 B, C, or D 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fastene Consist-, '-14X1' sett-ddiling screws with co I-sealbwas er 3. S cifications applicable Only for mean roc eighGof20 feet or less, and roof slopes}ofl,Aa;27° 1 5:12 to 6i12 p' c Spacing requirements for othenroofheights and/orslopes may�yary. APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.R2 26 Gauge AG Panel 10/09/12 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.R2 26 Gauge AG Panel 10/09/12 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722.R4 Model 402-14 03/14/12 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.R3 Model 203 04/03/12 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.RI Model 100 VS 04/06/12 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: `C&ROLINA CARPORTS, INC. FILE COPOVON. P O BOX 1263 SC NORTH 263 NA 27017 St C4C/e gNNEO PREPARED BY.' BECHTOL ENGINEERING AND TESTING, INC, COU7jty 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 t CONCRETE NOTES: (THESE ARE RECOMMENDATIONS ONLY (INCLUDING DIMENSIONS OF FOUNDATIONS FOR BASE RAIL ANCHORAGE DISPLAYED ON SHEET 3 OF 4). BECHTOL ENGINEERING AND TESTING, INC. AND CAROLINA CARPORTS, INC. ARE NOT RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF CONCRETE FOUNDATIONS) CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: V 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1-1I2 INCHES ELSEWHERE. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 1 GALVANIZATION: METAL ACCESSORIES. FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. GENERAL NOTES: i 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 1 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. �+Q j�j` 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4' x V SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER Qa 6' O.C. AVERAGE. IT-LUCIF (;Q[N'('Y B Ev7, VUWEDFORCOAPLLA { T<LS[OV 5. ALL FIELD CONNECTIONS SHALL BE 114' x 1' SELF DRILLING SCREWS. REVI);WSD A 6. ALL SHOP CONNECTIONS SHALL BE WELDED. DATE d"7ry YlS 7. BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6.OF EACH POST, AND BOTH SIDES OF ALL OPENINGS. pI'ANS AND PERMIT ST O,VIL R NO INSPECTION WILL BE JI,,DE, 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. %S THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. .46 NIPPLE DBL. HD RAFTER POST S 12 GA NIPPLE ACH WITH 4 1/4'x1' - 'LONG TS 12 GA NIPPLE. LING FASTENERS 1/6' SECURE WITH4 1/4'xt' r� SELF -DRILLING FASTENERS POST RAFTER POST/DBL. HEADER DETAIL Not To Salp 21¢X0 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4' x 1' SDFS, 2ON TOP AND 2 ON SIDE END POST/RAFTER CONN. DETAIL •' Not TO Scale 1/4' x 1' SDF Q 12' D.C. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Sale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer S polyester top mat. HEADER HDR. 2 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER 1-112' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH 4 114'xl' SDFS V TS CONTINUOUS BASE RAIL s END POST/BASE RAIL CONN. Nol To Sale TSNONSTRUCTURAL HEADER - -r______________ I I I I I SWINGING DOOR j (Size vadea, we plan) I I I I O TS POST 6' LONG TS 12 GA NIPPLE SECURE EACH WITH 4 1/4' x 1' SELF -DRILLING FASTENERS BASE RAIL BASE RAIL RAFTER POST/BASE �BASE RAIL CONNECTION DETAIL Not To Scele POST 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH 1/4' x 1' SDFs HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale A SECTION Not To Seale 1/4' x 1' SDF Q 12- O.C. TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME. POST TS BASEANINDOW RAIL OR NONSTRUCTURAL HEADER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4-xl' SDFS, 2 ON BOTTOM AND 2 ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL � Not To Seale NIPPLE TO BASE RAIL 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4' x V SDFS RAFTER POST CONTINUOUS BASE RAIL �ePOST/BASE RAIL CONN. DETAIL Not TO Scale NOTE 14 GA FRAMING IS 2-10 x 2.12' TUBE STEEL (TS). 12 GA FRAMING IS 2-11Vx 2-1/4' TS. NIPPLES ARE 2-1/4' x 2-1/4' 12 GATS FOR 14 GA FRAMING. NIPPLES ARE 2' x Y 12 GA TS FOR 12 GA FRAMING. �.%%%IIIIIIY/b..