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Home My WebLink AboutSUBMITTED PAPERSDA FEES RECEIPT #: Permit #: W, '- Planning & Development Services Department Building & Code Regulation Division ® u 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 1 y Tel. 772462-1553 St. L "Cie C APPLICATION FOR ROOF PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS 1. Location/Site Address: ' & ro 5- 9, a% 7WC67% 2. Parcel ID Number: 3i/lJ�_ ,, WWWKXNWc=��Fi�lnlRM«!i" 3. Description of Project or Work Activity: ')?&} q FPI-,4Z 9W9 I N- -�- o2/� izvv 1 4. Total Roof Area (square feet): A 5/OO S,F, 5. Roof Pitch: 11Z 9° . 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Tar & Gravel [ ] Modified Bitumen [ ] Wood Shake / Shingle [X] Other ME OL [X] Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: i omm u ' a• RosA LI E N.AW k i NS Address: q6(,6 S. 25'"'�4z�Prer City:%l &Eee State: /CL Zip: 3V lg I Phone: 999-N4,q- 75A 7 9. Value of Construction: $ FL Reg/Cert #: eC 0Qq pQ 39 County Cert #: Business Name: B/d ,L,QI�i'l/1/f� f��/4 Cell Phone: g%. &- V-//2 "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. JD96PH H. t3AkFX 14. PRINT QUALIFIERS/OWNERS NAME SI A �OFQ�=R/�OWNER�� STATE OF FLORIDA, COUNTY OF 5r ZO& ACKNOWLEDGED BEFORE ME THIS d_ DAY OF--1l/Lt•/ 20 / / , BY J096P14 �1. FLAK .2 Ile WHO IS PERSONALLY KNOWN XTO ME OR HAS PRODUCED AS IDENTIFICATION m, Vl'n 1.yn yi Aq ro)-, SIGNATURE ON NOTARY TYPE OR PRINT NAME OF NOTARY �4�pYP�'. (sea'VIKK1 LYNN AARON *= MY COMMISSION # DD904290 COMMISSION NUMBER DD 9��i Z Q O -•. Q: 2013 EXPIRES July 01, CING, c m NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCE ''X►°V RE ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT) TO OBTAIN CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT CO T - SAINT LUCIE COUNTY FILE # 3617023 OR BOOT: --1,14 PAGE 1604, Recorded 08/09/2011 a� 2:23 PM AFTER RECORDING-RFTURNTO: Big Lake Roofing & Repairs 2699 NW 16th Blvd. Okeechobee, FL 34972 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OVPROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3403-502-0125-000-9 SUBDIVISIONWhite CitRLOCK TRACT LOT—kL--BI.DG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: Re —roof 3. OWNER INFORMATION: a. Name Tammy L. and Rosalie V. Hawkins b.Address4669 S. 25th Street Ft- Piprrp, FT. 349R1 c. interest in propertyl 00% d. Name and address of fee simple titleholder (if other [ban owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Big Lake Roofing h Repairs 2699 NW 16th Blvd Okeechobee. FL 34972 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: not apnl i r ah 1 e 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: not ap n 1 i rahl p 7. 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)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20_. 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 Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager State of Florida QS,t / t-. Z-Z . JAlf/ Print Name and Provide Signatory's Title/Office Countyof Saint Lucie The foregoing instrument was acknowledged before me this 29 day of July 2011 By Rosalie Hawkins a, Owner (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For Rosalie Hawkins (Name of party on behalf of whom instrument was executed) Personally Known X or produced the following type of ID: _ �~ Vikki Lynn Aaron � � ;;:�VIKK1 LYNN AARON (Printed Name of Notary Public) (Signature o o4 Public) >/Y LommISSION 4 OD904290 -%� - .;XYIRic5 Ju!v 01. 2013 Under penalties of perjury, I declare that I have read the foregoing and that the facts in i _ taa tipeao•the be$t:Qf---b r 0%06 i'F-4 —a�— belief (section 92.525, Florida Statutes). ignature(s) of Owner(s) or Owner(s)' Authorized Ofrrcer/Director/Partner/Manager who signed above: By- By Rosalie Hawkins Rev. OgrWM(R—Ji: g) STATE OF FLORIDA ST. LUCIE COUNTY `R151S TO CERT IFY THAT THIS IS A TRUL AND CORM-1 GO?'>` OFTFiE ORICJNAL FA JOCE H �Si�ITFi�C�� BY: Date: Gulf Coast Supply & Mfg. Inc. Product Evaluation Report for 26 Ga. PBR 36" Wide over 15132" Plywood Florida Product Approval # 11651.10 Category: Roofing Subcategory: Metal Roofing Compliance Method: 913-72.070(1)(d) NON-HVHZ Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator:" Locke Bowden, P.E., FL #49704 94..50 Alysbury Place Montgomery, AL 36117 0 c E ry nn . a► No. 449 w • ,► a' STATE OF ; tv • 4P4 o RI ID f► ```� s,m.orr� FS • 2 f� lof3 November 8, 2008 r Product Manufacturer: Gulf Coast Supply & Mfg, Inc. 4020 S.W. 449th Street Horseshoe Beach, FL 32648 352-498-7852 Product Description: PBR Roof Panel, 26 Ga. 0.018", 36" Coverage, 1-1/4" Tall Rib, non-structural metal roof panel over min. 15/32" Plywood. Panel Rollformer: MRS Metal Rollforming Systems 13906 N. Newport HWY Mead, Washington 99021 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1504.3.2. Documentation Supporting the Compliance Statement: The product has been tested in accordance with: • UL 580-94 / 1897-98 by Force Engineering & Testing • Test Report #117-0062T-07G, H dated 2-19-07 A) Test #1 Main Tested 9-25-06 B) Test #2 Edge Tested 9-27-06 Limitations and Conditions. of use for NON-HVHZ: Maximum Roof Component Uplift Pressures: -59.25 @ 12"-12"-12" Fastener Pattern at 24" O.C. -154.75 psf @ 7"-5"-7"-5"-7" Fastener Pattern at 12" O.C. Panel Material Standards: 26 Ga., 0.018" Thick material Grade 80. Panel Material shall comply with FBC 2007, Section 1507.4.3 Panel Fasteners: #9-15 x 1-1/2" HWH Woodgrip w/ Sealer Washer. Panel Side laps shall be fastened together w/ %4-14 x 7/8" Lap Tek w/ sealer washer @ 24" O.C. Fasteners must be Corrosion resistance per FBC 2007, Section 1507.4.4. Minimum Roof Slope: 2:12. Minimum Slope shall comply with FBC 2007, Section 1507.4.2 and Manufacturers recommendations. Substrate Description: Min. 15/32" Plywood Deck designed by others Vapor Barrier: 30# Asphalt Saturated organic felt paper in compliance with ASTM D226, Type I or Type 11. Roof Panel Fire Rating: Panel has a Class B fire exposure rating in accordance with FBC Section 1505.3 without added an additional fire barrier. O ��`�� CeNsF`�,�: mil.. STATE OF ssu.err�a. �� t`s . . •�� nDno ,,N. �� ►1 O 1 t 1 f ►� %i`k 2of3 November 8, 2008 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2007 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 decking & framing must be in compliance with FBC 2007 Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for structural loading. Installation Requirements: Install the panel system according to the manufacturer's installation instruction. Quality Assurance Entity: Keystone Certifications, Inc: FBC #QUA1824 Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 O No.47 % �= r � • 7f � STATE OF sro.drr ��ac:. FL p RI g' '5��,• ODA 1811111111 3of3 November 8, 2008 6 Ga. PBR 36" Wide over 15/32" P1 CONTINUOUS TAPE SEAL. % x 14-7/8 LAP TEK 24" O.C. `°°44IL!a®90p 9 °+�J�A' os T' 1 ' N0.44923 � • J q ° s •< O R VD ` °0�deaQ�as°sp° November 8, 2008 12 PBR EXPOSED FASTENER SYSTEM 36" O.C. NOMINAL COVERAGE 12 TYPICAL FASTENER PATTERN 12 9-15 X 1'/2" WOOD SCREW W/WASHER FASTENER PATTERN @ PANEL END & LAPS al "alida yWn�.A. F l4�1. a GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 Ga. PBR 36" Wide over 15/32" Plywood PREFINISHED 9-15 X 1'/i' WOOD SCREW PBR PANEL W/WASHER [6 PER PANEL] PANEL INFO. SHEET] "INSIDE CLOSURE z (OPTIONAL) ED 1 STYLE SAVE FLASHING APPROVED UNDERLAYMENT PLYWOOD SHEATHING V% tN f ED-3 STYLE EAVE FLASHING r eeeeee.tsaaa S �+ � 9pd { � � rrr #r �'►� �CE E'. foggy *4 `SS+�_ .. a .. • l $4DS801FTottila d ' O.OJL f a r 4 N0.44.92 # f to L F4 • � SiAT i k fi t a �7 ' J ♦ •e:oe AL ��,► OVlogo fw November 8, 2008 WOOD BLOCKING (B.O.) GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26'Ga. PBR 36-1 Wide overt"15/3211 Plywood RIDGE 9-15 X 11/2- WOOD SCREW W/WASHER [6 PER PANEL] [SEE PANEL INFO. SHEET] RC-2 STYLE RIDGE/ HIP FLASHING / 9-15 X 2%" WOOD SCREW WMASHER (12" O. C.) OUTSIDE CLOSURE OR VENT MATERIAL PLYWOOD SHEATHING ` PREFINISHED M ov, I!r/3�-" APPROVED UNDERLAYMENT PBR PANEL *UP TO 2" OF DECK SHEATHING MAY BE REMOVED FROM EACH SIDE OF RIDGE FOR VENTILATION HIP 6" CONT_. HIP SEALANT MATERIAL RC-2 STYLE RIDGE/HIP FLASHING 9-15 X 1 Y2" WOOD SCREW W/WASHER [6 PER PANEL] [SEE PANEL INFO. SHEET] PREFINISHED PBR PANEL PLYWOOD SHEATHING N.tnw tr/7i. 9-15 X 2Y2' WOOD SCREW W/WASHER (12" O. C.) APPROVED UNDERLAYMENT '4®p6A4a:Bi;t e¢ RCE E. ��Fr ,ee ••••o.•�- O•. ��G E N S•P. RC-1 STYLE RIDGE/HIP FLASHING No.4493 -a • 1= GULF COAST SUPPLY & MFG., INC. STAT .•� e stgoolOwdo 4020 SW 449 STREET i?ti;'��6ge" *WM HORSESHOE BEACH, FL 32648 ZOidAL� ,•6` 888-393-0335 �1eine9ts��e�o November 8, 2008 26 Ga. PBR 361' Wide over 15/32" Plywood PREFINISHED WALL PANEL (BY OTHERS) 1 SW-5 SIDEWALL FLASHING 1/8" x'/z" CONT. BUTYL TAPE or OTHER APPROVED .G%CAl AAIT PREFINISH t1-11 \ w PBR PANELED APPROVED UNDERLAYMENT e ;'�448flJJ8g�� !;yC,E. E. ��• �}4 E • ®�i{ si SW of Pto[tdrt • � sew W a No.44923 STA6 IG � 4 r h • S"•fti °. •. s. O JJJJJs••..•r0�01 November 8. 2009 PLYWOOD S4ATHING 9-15'X 11/2" WOOD SCREW WMASHER (16" O. C.) GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 Ga. PBR 36" Wide over 15/32" Plywood 1/8" x Yz" CONT. PREFINISHED BUTYL TAPE PBR PANEL PLYWOOD SHEATHING cEN v c . d NO. d • m � • iATE OFI kb a JAY `V a fi° o� O R 1 Q. •��1 q,� rjPIII as November 8,,2008 GR-6 STYLE RAKE TRIM 8"T fide 0 dead 9-15 X 1'/i" WOOD SCREW W/WASHER (16" O. C.) EF-5 STYLE RAKE FLASHING 9-15 X 1 Y2' WOOD SCREW W/WASHER (36" O. C.) r' APPROVED UNDERLAYMENTi��. � f f ' C F WOOD TRIM F I (BY OTHERS) GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 Ga. PBR 3611 wide over 15/32" Plywood PREFINISHED PBR PANEL APPROVED UNDERLAYMENT 9-15 X 1'/2' WOOD SCREW WMJASHER [6 PER PANEL] [SEE PANEL INFO. SHEET]. PLYWOOD SHEATHING' + [ t p P GUTTER STRAP 6gba+�a5C1i98B9�! '••' \r, E N ,•• �� No.44923 0 m STATE F • 4 v WOOD BLOCKING (BY OTHERS) November 8, 2008 INSIDE CLOSURE (OPTIONAL) GUTTER STRAP @ 36" O.C. 1/8 X 3/16 POP RIVET or'/a-14x7/8 LAP SD SCREW (3/STRAP) PREFINISHED GUTTER GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 Ga. PBR 36" Wicte over 15/32" Pivwood PREFINISHED 9-15 X 11/2" WOOD SCREW PBR PANEL W/WASHER [6 PER PANEL] [SEE PANEL INFO. SHEET] APPROVED UNDERLAYMENT PLYWOOD SHEATHING /y, c iv . I rv ,sybassa9aa41Fa i mot/ • �`; @ p° o '�, • ''?=' '� � b'�tD of F7ottda • STA # 2QT18 o . Ps •po r•p• 94 S�VONAI..�,� ,`��lt! 0995099 4"rO6. D0%.- Y (VALLEY END -LAP 4" MIN.) PV 2 STYLE VALLEY FLASHING SELF —ADHERING EXPANDING FOAM PREFINISHED CLOSURE PV 1 STYLE VALLEY FLASHING GULF COAST SUPPLY & MFG., INC. 4020 SW 449STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 GA. PBR GULF LOAD TABLE OVER PLYWOOD I COAST Buildings having a Roof Mean Heights 20'-0"; Roof Slope: 2'712"-6"/12" Gable Roof Wind Speeds 110-140 mph, Exp C, I = 1.0, based on FLORIDA BUILDING CODE 2007 26 GA. PBR FASTENER SPACING ZONE FASTENER SUBSTRATE WIND SPEED ZONE 110 120 130 140 ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ZONE 1 #9-15 x 1-1/2" 15/32" PLYWOOD 24" TYPE 1 24" TYPE 1 24" TYPE 1 24" TYPE 1 ZONE 2 #9-15 x 1-1/2" 15/32" PLYWOOD 24" TYPE 1 24" TYPE 1 12" TYPE 2 12" TYPE 2 ZONE 3 #9-15 x 1-112" 15/32" PLYWOOD 12" TYPE 2 12" TYPE 2 12" TYPE 2 12" TYPE 2 1) PANEL DESCRIPTION: PBR, MIN. 26 GA., 1-y" TALL RIB, 36" WIDTH. 2) PANEL FASTENER: #9-15 x 1-112" HWH W/ WASHER. 3) PANEL ROLLFORMER: MRS METAL ROLLFORMING SYSTEMS. 4) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 59.25 PSF @ 24" O.C. TYPE 1 FASTENER PATTERN, 154.75 PSF @ 12" O.C. TYPE 2 FASTENER PATTENER BASED ON UL 580/1-11- 1897 TESTING BY FORCE ENGINEERING TEST REPORT #117-0062T-07G, H. 5) PLYWOOD DECKING: MIN. 15/32" THICK PLYWOOD. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2007. 12- 12' 12• ///- O i4' 0 C.7/9 TCP 1 / CONTINUOUS TAPE SEAL HWH w/ WASHER TYPE 1 FASTENER PATTERN 1/4-14 % 7/8 TCP 1 7- 5- �7- 5- 7' 5- �m 24. O.C. i i i i i— CONTINUOUS TAPE SEA. /9-15 : 1 1/2 HWH w/ WASHER TYPE 2 FASTENER 2 FASTENER PA�RN ZONE 2 Ia Ridge � 1 ---------- ------------------------� a ------------------------------------ I ZONE 1 i Gable -N --------------------------------- ZONE 3 1-- Eave Stilt® of Florida c oA 0 2G/78 "d%pfEe[82; �.•Ge NGE E. fig,, Q✓ e•w•••• OO GEN % /,: • :.z No.449 = -0 ST 'E OF �o* G •.OR�QP`�w,.• �. •. �• F ONA -0.0-h Nov 0 8 2008 Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the minimum width of the building or 3 feet.