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Home My WebLink AboutSUBMITTED PAPERSr ALL APPLICABLE INFO MUST BE CO ETED FOR APPLICATION TO BE ACCEPT[, II1 Date: Permit Number: i4 �r�`-f SCANNED BY ' St. I-UGIe 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: 77- Pco o e to '71 _3 qq Legal Description: P{(C I71Lors(o� 7.a» S! Property Tax ID#:130t -CPIs-0190-000�3 Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPIO TN . ,. CONSTRUCTION tIVFORAddMFITIC+N ` =a , itiona worKtobrlrtorme un ert Is ermrt-c ec a apply: ❑HW Gas Tank as Piping _ Shutters Windows/Doors Electric / Plumbing- - - Sprinklers - Generator toof - Total Sq. Ft of Construction: S Ft. of First Floor: ZlSoo Cost of Construction: $ t'tyc)o—o! Utilities: Sewer Septic Building Height: QWNER/LESSEE . CONTRACTOR n Name Lac.,,zE R. I?otj Name: �ol�u`GC'avv��w Address: Sort/ (QbacGL 6)r- Company: ZK otnx Q e.auw>v-- City: W Pi e e e_ State: i/ Zip Code: 3Sc?o / Fax: Phone No. N-1 Z-Q 68- 31 Np Address: rl-- City: State`?/ Zip Code: 3e47 5 / Fax: ry72-d68-aa�( z Phone No. 7 Z,-4 6T- 0-4 c L E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: (otcc�vv`ov r o a4�Pi ic1o� Cowl State or County License: 2Co JL�Z 8q IT value or construction Is %ZSUU or more, a RECORDED Notice of Commencement is required. Name: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: _Not Applicable Name: _ Address: Zip: Phone: I 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 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. s natur of Owner/ Agent/ Lessee STATE OF FLORI�y COUNTY OF_�o[) �1 Lt 4` t Q The for oing instr nt was acknowledged before me this Iday of 20 14 by l A / w f person ackho�4ledging ) �J�J C (Signature of Notary Pu c- State of r'da ) Personally Known OR Produced Identification Type of Identificatio P'�d Commission No. Revised 07/15/2014 nrm rvnLUNt f Notagy�iiC - State of Florida My C .Fxtr Mar 22, 2017 Commission # EE 877571 of :rnrm STATE OF FLORID �J COUNTY OF %,.O Q The fo going instru nt was acknowledged before me this 7 day of , 20-14 by ame of pers n ac nowledging ) (Signature of Notary Pubjc- State of FI ida ) Personally Type of Id( Commission No. OR Produced Identification —MILD W E . (seamMILONE Notary Public - State of Florida My Comm. Exoiree ae„ oo ,,,, Commission # EE 877871 Bonded Through Nallonal Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit # I I'a_ co I, � 6Vr v,, Q (2-0 ,I,,..tn o Vim—•- licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about �O QL y, a,614, I did personally inspect the roof deck nailing (Date) work at:�'_o'— (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the Florida Existing Building Code Section 611 or the product approval submitted (whichever is most strigent). Signature and Seal STATE OF FLORIJDA COUNTY OF •I_„1, s Re oo �6�a `j License # Sworn to and subst1cr�ibed before me this � day'of gt,q� 20 4 p ' by�l G . Lllnr\dil . Who is personally known to me or who has produced aVLC55� 4tat•SS�OrI.O as identification. Notary Public, State of Flo ' a Signature of Notary: Qno.B'lra dWvl� `;T."�•• LASHAHNA INGRAM I� s:: Commission Number: F--e($ea[)', My COM-MISS'ON e EE CbU56 cdeIRES:Oecemi;er2P En 01/19/2011 ».�.+..pa'�%de'� ThmNetaryfuGc LLU, �de• n. Q� Force Engineering & Testing Inc. �O 19H blfm K773 Dave Humblgl'%77338 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval # 11651.12 R1 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) HVHZ Product Manufacturer. GULF COAST SUPPLY & MANUFACTURING, U.C. 4020 S.W. 4&' Street Horseshoe Beach, Florida 32648 Enftineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 alidator Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 (I,P•��. 1 E NSF � • NO.47 �1 STATE OFOki w. pmrem, i IFS . • . VS�� FL# 11651.12 R1 February 23, 2012 Force Engineering Testing Inc. 19530 Runblewood Drive Humble•T%77338 Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2010, including Section 1515.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1518.2, 1518.3,1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. %% %%11lrrlN/1IT A • STATE OF : a ,. AL O R1 D 4` k OffAL "o11ntt1, FL# 11651.12 R1 February 23, 2012 Force Engineering & Testing Inc. 19530 Remblewood Drive H=ble,T%77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • TA5125-03 • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04 - Uplift Test for Roof Covering Systems • TAS 100-95 -Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00 - Accel. Weathering ASTM G 26 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0065T-07A-C, Dated 01/26/2007 2. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization #TSr-1654) Report No. T130-07, Dated 02/28/2007 Report No. T215-08, Dated 07/08/2008 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No.44923) @ Force Engineering &Testing, Inc. (FBC Organization # ANE ID:1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. �� f� . • K'o �i CEkSF�o�: •o • STATE OF ion. A%pRI9A'•4a� ,'''rrotfeusrNTG,,' FL# 11651.12 R1 February 23, 2012 Force Engineering & Testing Inc. 19530 Ramblewood Drive HumblgT%77339 Compliance Statement. The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2, 1518.9,1523.6.5.2A. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel over 15/32" Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Paint Coating: Valspar Fluropon Coating (Optional) Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507A.3 Panel Dimension(s): Panel Fastener: Substrate Description: Design Uplift Pressures: Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. N9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib. V minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2010. Table •'A" Maximum Total Uplift Design Pressure: 1085 psf 1565 psf Fastener Pattern: Panel Rib Panel Rib Fastener5pacing: 12" O.C. 6" O.C. 'Design Pressure includes a Safety Factor =2.0. ,,,11f f11711f1',' OEHNo. 470 SF STATE OF ; Qr . P'. ry 0R19A �4ti sms�rbea. �� E" • • 'y �� I ,fill trt�?�,`, FU 11651.12 R1 February 23, 2012 NOTICE OF COMMENCEMENT Permit No. State of Florida County of St. Lucie Tax Folio No. I S01-615-019b-bO03 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): i'sOI-GrS—ol4e-000_g L.L 7-U„y)2A 6 L k )77 Lo-Fs617.,4 General description of improvement:r 2,-- ro o Y' JOSEPH E. SMITH. CLERK OF THE CIRCUIT COURT Owner Information or Lessee Information if the Lessee contracted for the imprc SAINT LUCIE COUNTY Name Louse 'Dy✓Q FILE A0177r912,012014 at 11 G2 AM OF BOOK 3694 PAGE 644- Sss Coc Type NC Address 5o 14 Aba.rrt T)r� F4 P)erca o Q- 3195) RECORDING S10.GO Interest In property: _ O W Itifl r Name and address of fee simple titleholder (if different from Owner listed above) Contractor's Contractor Phone Number. 7/—Pt Lam' ,TLC. -7l Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: q/rk Phone number: r Lender Name: 110n a Phone Number: Lender's address: 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) (07., Florida Statutes: Name: N6L- Phone Number. Address: In addition to himself or herself, Owner designates rY of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to 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 perjury, 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. of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this �"day By L. -;; . -' 7)n'i as OL'14EhX\\ZSLEEQ Name of Person Type of auth 4101�yp� �s (Signature of Notary Public - State of Flc ) = tpA2 (Print, Type, or Stamp Commissioned Na a of Notary Public) for ScL Party on behalf of whom instrument was executed knownkcr produced Identification_. of Identification produced COOK & ME'- -�ARD ARCHITEC -- �URE INC. 806 Delaware Avenue, Fort Pierce, Florida 34950 PHONE (772) 460-7751 FAX (772) 460-4244 EMAIL cookmenard@yahoo.com December 2, 2014 St. Lucie County Building Department Attn: Roof Permit Plan Review 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure located at 5014 Abaca St. Lucie County, Florida Manufacturer: Gulf Coast Supply & Manufacturing Profiles: 5V Crimp Metal Panel FL. #11651-R1 Code: FBC 2010; Section R 905.10 Wind Speed: 160 MPH; Ultimate Design Wind Speeds Exposure: B Mean Roof Height: 30' Maximum Pitch: 4"/12" Required Design Pressure: Zonel: -38.2 Zone 2: -53.9 Zone3: -101.4 Maximum Uplift Pressure: Fastener spacing: Zone 1, 2, & 3 -108.5 @ 12" o. c Fasteners: #9-15 x 1-'/" HWH woodgrip w/ seal washer'/<" min embed. Underlayment: Ice and water shield peel & stick or 30# felt complying with/ ASTM D226 Type II installed with spaced 6" o.c. on laps and 12" o.c. staggered in field. Roof Decking: Existing 5/8" plywood sheathing to be nailed w/ 8d x2"ring shank nails @ 6" o.c. thru out Zone 1, 4" o.c. perimeter & 6" o.c. field Zone 2, and 4" o.c. thru out Zone3 The above approved, as per Florida Building Code Compliance acceptances, 2010 Florida Building Code, and the Manufacturers recommendations. Respectfully Submitted, Peter B. Cook Cook & Menard Architecture, Inc. Florida Registration No. AA0003494, NCARB Certification No. 31789