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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: I FEES DVVi r l.l�i�p I RECEIPT #: - ` I Permit #: M Planning & Development Services Department Building & Code Regulation Division 2300 Virginia Avenue ciq Ft. Pierce, FL 34982-5652 �F� Tel. 772462-1553 APPLICATION FOR ROOF PERMIT St �U�le coU 1 SEE REVERSE SIDE FOR INSTRUC 10 S �(� 1. Location/Site Address: f085 / 2. Parcel ID Number: -4�5//— le. 0/c Office Use. Section Township Range Map Page I Zoning Land Use I Initials Only JQ-V L_, 3. Description of Project or Work Activity: & A 72W a L d/I0D&44Ml A/T ,2'JU57',9Z4 4. Total Roof Area (square feet): 52617 5. Roof Pitch: 6. Type of Roof. [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ ] Other Jyg5ML [)d 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 hn P Brennen S-,Y- . FL Reg/Cert It: &CO.16 Al Address: %/Q .4. 14/LC� d4Y6 County Cert #: City: ��c-�,.�. D$�� State: L Business Name: eh-914C,E kLh//UGS Zip: , 3!V9 7 c/l Phone: &3, 4aG Cell Phone: 9. Value of Construction: $ f7.8S0 "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 applicab aw re lati construction and zoning. ..los�� �/. �x�n. -J� • r PRINT QUALIFIERS/OWNERS NAME SIGNATURIf OF Q ALIFIER/OWNER STATE OF FLORIDA, COUNTY OF sj: Love ACKNOWLEDGED BEFORE ME THIS Oi DAY OF 20_�/ , BYaPjal U It WHO I RSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION VIKKI LYNN AARON r?� ' SIGNATURE ARY TYPE OR PRINT AME F NOTARY ;4�s:- MY COMMISSION # DD904290 COMMISSION NUMBER3%DQO1}Z.DIO =, it d f` EXPIRES July 01. 2013 ""� FlondallotaryService.com (407) 39B•0153 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT SULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 ti JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3554296 OR BOOK .'� 3 PAGE 1621, Recorded 01/26/ 1 at 02:24 PM AFrER RECORDING -RETURN TO: Big Lake Holdings, Inc. 2699 NW 16th Blvd. Okeechobee, FL 34972 PERMIT NUMBER: I 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. (Legal description and street address) TAX FOLIO NUMBER: 4511-810-0100-000-9 2. GENERAL DESCRIPTION OF IMPROVEMENT: Re —roof — metal 3. OWNER INFORMATION: a. Name_ John P. Brennan Sr. b.Address 710 S. Parrott Avenue Okeechobee, FL 34974 c.interest inproperty2xD—rata d. Name and address of fee simple titleholder (if other than owner) n/a 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Big Lake Holdings, Inc. 2699 NW 16th Blvd, Okeechobee, FL 34972 863-763-7663 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: not applicable 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: not ann 1 i c ah 1 e 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) ' 72 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. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR John P. Brennan Sr., owner Print Name and Provide Signatory's Tide/Of ice Owner's Authorized Officer/Director/Partner/Manager State of Florida County of ST. LUCIE The foregoing instrument was acknowledged before me this 2 5 day of January 20 11 By John P. Brennan Sr. as owng- (Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) For John P. Brennan Sr - (Name of pasty on behalf of whom instrument was executed) Personally Known X or produced the following type of ID: Vikki Lynn Aaron �:i! "J'- VIKKI LYNN AARON STATE OF FL �rgnJ Name of Notary Public) (Signature of No Public) �`= MY COMMISSION # DD904290 ST. LUCIEry g� CO�O ddet nalties of i EXPIRES July 01. 2013 THIS I S TQ C= 4fTetiFeype perjury, I declare that I have read the foregoing and that the facts in it are ��9`��y�est of 9R��9i3�s gaA TR UE A � (MA9nfhPg��P rida Statutes). G P t t1 I miL^ n T ��� Sig�ifa s) of,Or�ijr* qE Owner(s)' Authorized Offi//Director/Partner/Manager who signed above: yl By John P. Brennam Sr.. owner MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI,.FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4s' StreetFl" E C Joplin, MO 64801 f 1W �L SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material. tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DES.CR1RU0N Tamk'6Tgderlagments:- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07-1130.01 and consists of pages 1 through . The submitted documentation was reviewed by Jorge L. Acebo. - NOA No.: 08-1008.04 Expiration Date: 07/05/12 MIAM142M COUNTY Approval Date: 02/25/09 Pagel of 5 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description TW Metal and Tile 75 mils thickness TAS .103 Flexible, self -adhering rubberized asphalt sheet Underlayment 39 %" x 30.5'rolls ASTM.D 1970 material with a polymer surface for use as an (Manufactured in Joplin, 39 3/8" x 6l' rolls underlayment in sloped roof assemblies. May be MO) 4" x 66' rolls used as a secondary water barrier for full -roof 6" x 66' rolls coverage or, when cut into appropriate width strips, 9" x 66' rolls for taping sheathing joints. Moisture Guard Plus 60 mils thickness ASTM D 1970 Flexible, self -adhering rubberized asphalt sheet (Manufactured in Joplin, _ 39 3/8" x 30.5'rolls material with a granular surface for use as an MO) 393/s" x 45' rolls underlayment in sloped roof assemblies. May be 393/e" x 6l' rolls used as a secondary water barrier for full -roof 4" x 66' rolls coverage or, when cut into appropriate width strips, 6" x 66' rolls for taping sheathing joints. 9" x 66' rolls TW Underlayment 40 mils thickness ASTM D 1970 Flexible, self -adhering rubberized asphalt sheet (Manufactured in 39 %" x 6F rolls material with a polymer surface for use as an Columbus, KS) 4" x 66' rolls underlayment in sloped roof assemblies. May be 6" x 66' rolls used as a secondary water barrier for full -roof 9" x 66' rolls coverage or, when cut into appropriate width strips, for taping sheathing joints. Awaflex 125 mils thickness TAS 104 SBS modified cap sheet with a non- woven polyester (Manufactured in Joplin, 35.9' x 36" rolls mat saturated with asphalt, coated on both sides with MO) SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt. Awaplan 1707 145 mils thickness TAS 104 A polyester -reinforced SBS modified bitumen (Manufactured in Joplin, 33' 11" x 39 3/8" membrane surfaced with granules. Applied in hot MO) rolls asphalt. Awaplan PremiumTM 150 mils thickness TAS 104 A polyester reinforced SBS modified bitumen (Manufactured in Joplin, 33' 11" x 393/8" membrane surfaced with granules. Applied.in hot MO) rolls asphalt. Tamko SA Base 60 mils thickness ASTM D 1970 A fiberglass -reinforced self -adhering SBS modified (Manufactured in Joplin, 65' 10" x 39 3/g' bitumen membrane with a polymer film on the MO) rolls surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! Tamko SA Cap 140 mils thickness ASTM D 6164 A dual -coated SBS-modified cap sheet with a (Manufactured in Joplin, 33' 6'/a" x 39 3/8" nonwoven polyester mat surfaced with ceramic MO) rolls granules and a split removable release film on the adhesive side. NOA No.: 08-1008.04 Expiration Date: 07/05/12 Miar�InaoFCovrm Approval Date: 02/25/09 1APPROVEDIPage 2 of 5 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 4448.12.01-1 TAS 103 12/19/2001 4448.05.02-1 TAS 103 05/29/2002 Trinity I ERD T11090.09.08 TAS 117(B)/ TAS 114(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP-058-02-01 TAS 103 04/30/02 TAP-058-02-02 TAS 103 05/23/02 TAP-191-02-01 ASTM D 1970 11/16/07 TAP-192-02-01 ASTM D 1970 11/13/07 TAP-193-02-01 ASTM D 1970. 11/16/07 TAP-207-02-01REV TAS 104/ ASTM D 4798 12/10/08 TAP-185-02-OIREV ASTM D 6164 11/06/08 TAP-196-02-01 ASTM D 1970 01/09/08 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 1132' or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Surfacing: Any Approved Roofing Assemblies where an ASTM.D 1970 underlayment is allowed. NOA No.: 08-1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 3 of 5 Deck Type 1: Wood, Non -insulated Deck Description: "/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90°) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck'not permitted in the HVHZ. Do Not Remove Release Film! Membrane: One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 08-1008.04 Expiration Date: 07/05/12 MAMN E couPrrr Approval Date: 02/25/09 O Q Page 4 of 5 I GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 - for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI-DADE COUNTY -...I 1 END OF THIS ACCEPTANCE CIFAL1167-IR148418 APPROVED NOA No.: 08-1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 5 of 5 Florida Building Code Online Page 1 of 1 :lilelit f` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search e' jr` Product Approval i ti 918 I " USER: Public User Product Approval Menu > Product or Application Search > Application List fedg#� Search Criteria Refin^ e Searchj Code Version 2007 FL# 11651.13 i ih'« ,1'E1QKttT F-C d Application Type ALL Product Manufacturer ALL Category ALL Subcategory g ry ALL I Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL ij:.ti.ra•s - Approved for use in HVHZ ALL Approved for use outside HVHZ ALL I Impact Resistant ALL Design Pressure ALL Other ALL _ Results - Applications FL# Type Manufacturer IValidated By Status FL11651 New Gulf Coast Supply and Mfg., Inc. Locke Bowden Approved FL#- FL11651.13 (334)300-1800 Model: 26 Ga. Tuff Rib Description: 26 Ga. Tuff Rib 36' Wide over 1 x 4 Wood Pulins Non-HVHZ Category: Roofing Subcategory: Metal Roofing (*Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: KI F%—A -Check .i ticcuritvml' rltlC � Ypfi Slgn ^ � Tru atatl http://www.floridabuilding.org/pr/pr_app_lst.aspx 2/9/2011 Gulf Coast Supply & Mfg. Inc. Product Evaluation Report for 26 Ga. Tuff Rib 36" Wide over 15132" Plywood Florida Product Approval # 11651.13 Category: Roofing Subcategory: Metal Roofing Compliance Method: 913-72.070(1)(d) Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 LI[01LIa0VA0r� N�C EE. ,• �v��b C E k S F. No.444l �= .6. STATE of : a ► S"�. .eFs .. r 026M ,�--I1 d 11 { f { 1 Iof3 November 8, 2008 Product Manufacturer: Gulf Coast Supply & Mfg, Inc. 4020 S.W. 449th Street Horseshoe Beach, FL 32648 352-498-7852 Product Description: Tuff Rib Roof Panel, 26 Ga. 0.0185", 36" Coverage, 3/4" 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-07A, B dated 2-19-07 A) Test #1 Main Tested 8-30-06 B) Test #2 Edge Tested 9-8-06 Limitations and Conditions of use for NON-HVHZ: Maximum Roof Component Uplift Pressures: -69.25 psf @ 9"-9"-9"-9" Fastener Pattern at 24" O.C. -159.25 psf @ 6.5"-2.5"-6.5"-2.5"-6.5" Fastener Pattern at 12" O.C. Panel Material Standards: 26 Ga., 0.0185" 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. 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. ,`',�11111ffIl��I NO.474 STATE OF ; a go�'ao FZ O R I I �. sa.orrma. �� FSomm 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 C E, Z, CEJVjov �-� S�;A��' No.449 l �= A • STATE OF ; q sn. orr,�e. ��� E` 4 R I y�,�� COAL m ,'�iX 10hALy`` 4. 3of3 November 8, 2008 26 Ga. Tuff Rib 36" Wide over 15/32" Plywood TUFF -RIB EXPOSED FASTENER SYSTEM i X x 14-7/8 LAP TEK W/WASHER 24" O.C. AND CONTINUOUS TAPE SEAL REQUIRED IF LESS THAN 3/12 PITCH 36" O.C. ' NOMINAL COVERAGE 11 �7 - I — v .7 TYPICAL FASTENER PATTERN 7vE I 9-15 X 1'/2" WOOD SCREW W/WAS H ER 2'/2' 1�'�/2 f — 2Y2" Lj �/2 - G Y2 1 G 1/2" I 2 Y2 1. a r _ I ftft of F10S(ft b��`T r P � rFgdy C.O.A. • Vj N0.44923 ,---TATf m • s•• OR1p tooa ZONAL ��`�o °14MtRosssss November 8, 2008 FASTENER PATTERN @ PANEL END & LAPS GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 36" W! 15/32" Pi PREFINISHED TUFF-RIB6 PANEL APPROVED UNDERLAYMENT PLYWOOD SHEATHING stoceft;ft c-0A. 26M f"t ttItItAiltj E EF *4�G 6-1 -N E 0.44923:s.-;. A T F'� * � '• 40 1 'R 41 November 8, 2008 9-15 X 11/2" WOOD SCREW W/WASH2R [8 PER PANEL] [SEE PANEL INFO. SHEET]. WOOD BLOCKING (BY OTHERS) INSIDE CLOSURE (OPTIONAL) ED-3 STYLE EAVE FLASHING ED-1 STYLE EAVE FLASHING 9-15 X 11/2" WOOD SCREW W/WASHER (36" O. C.) GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 Ga. Tuff Rib 36" Wide over 15/32" P1 RIDGE 9 15 X 11/2' WOOD SCREW WfWASHER [8 PER PANEL] [SEE PANEL INFO. SHEET] OUTSIDE CLOSURE OR VENT MATERIAL �- EXISTING PLYWOOD 1S0�' mice► PREFINISHED TUFF -RIB" PANEL RC-2 STYLE RIDGE/HIP FLASHING 9-15 X I Y2" WOOD SCREW W/WASHER (9" O. C.) (THROUGH RIB) OUTSIDE CLOSURE OR VENT MATERIAL tr•, "UP TO 2" OF DECK SHEATHING MAY BE REMOVED FROM EACH SIDE OF RIDGE FOR VENTILATION 9-15 X 1Ys" WOOD SCREW WMASHER [8 PER PANEL] [SEE PANEL INFO. SHEET] .�i APPROVED UNDERLAYMENT 6" CONT. HIP RC-2 STYLE RIDGE/HIP FLASHING SEALANT MATERIAL `\ 9-15 X 1'/" WOOD SCREW W/WASHER (9" O. C.) (THROUGH RIB) �_---'' EXISTING" PLYWOOD PREFINISHED Ir/3�-' rnlN TUFF -RIBS' PANEL kt#,fxe1]r6:1 ,�Q4.�tiGENS o® to Pv 0.4 2 ` -, ,�. oJ��a- *.fe E OF . Z 46 ® S/ONAX-(G`a" �'��e�eseeao`• Mnin=m'him-r R ? n n p State CA .QA #gm 0111.. APPROVED UNDERLAYMENT RC-1 STYLE RIDGE/HIP FLASHING GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 26 Ga. Tuff Rib 36" Wide over 15/32" P PREFINISHED WALL PANEL (BY OTHERS) SW-1 STYLE SIDEWALL FLASHING s29M .#0''$CE E Qt1°0a o • No.4491114 a T F • ON '4tW%l RAPPROVED UNDERLAYMENT t9�R1�A �a� November 8, 2008 EXISTING PLYWOOD ir/3L' mfr%- 9-15 X 1'/2" WOOD SCREW WMASHER (24" O. C.) 1/8" x'/Z " CONT. BUTYL TAPE or OTHER APPROVED /SEALANT PREFINISHED TUFF-RIBO'PANEL GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 GU 17c1. IUA.l iC1AJ J0" VV-Lut= UV 1--1 1JG" t'1y W VUlA PREFINISHED TUFF -RIB° PANEL 1/8" x'/2 " CONT. BUTYL TAPE PLYWOOD SHEATHING 15/3 -L' 'hI/'/, aO:A. �, } •S6T78 ��easeaeaas8� �.°° �•C.E E'. °�� 0 �e ¢fit' • = C E N S •'��-c''. s . • No.44923 • STA 04 4 � • O • *••40R01) �v ��e+S`z70NA i��,ss November 8, 2008 9-15 X 1 %2" WOOD SCREW W/WASHER (24" O. C.) APPROVED UND GR-6 STYLE RAKE TRIM EF-1 STYLE RAKE FLASHING 9-15 X 1 Y2" WOOD SCREW WMASHER (36" O. C.) f WOOD TRIM (BY OTHERS) GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 PREFINISHED TUFF-RIBO PANEL XISTING PLYWOOD 15-13)-" %ti � I N . 9-15 X 1112" WOOD SCREW W/WASHER [8 PER PANEL] [SEE PANEL INFO. SHEET] APPROVED UNDERLAYMENT GUTTER STRAP ssasaaaaido E Z Goa, 4` �e •,•••e r/ r, a 0 < o 4 N0.4A0 3 • g • x y� �r a • ST OF 10 • • �• d ee•e• `ONAL November 8, 2008 INSIDE CLOSURE 118 X 3/16 POP RIVET (OPTIONAL) GUTTER STRAP or'/ —14 X 7/8 LAP SD @ 36" O.C. SCREW (3/STRAP) PREFINISHED GUTTER GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 W 11 PREFINISHED TUFF -RIB® PANEL 9-15 X 1 Y T WOOD SCREW W/WASHER [8 PER PANEL] fSEE PANEL INFO. SHEETI APPROVED UNDERLAYMENT b��ae�retrat° to of Rwida ,S`'f GE Eo ° , C.O.A. �° f►Fi ......,° 2ene ®Zk/�.��• %G E N O P J n No.44923 STAT } ° 4CIs . S�y °•ae�• 9°jr9e5111'% November 8, 2008 (VALLEY END -LAP 4" MIN.) PV-2 STYLE VALLEY FLASHING SELF -ADHERING EXPANDING FOAM CLOSURE PLYWOOD SHEATHING GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335 li TUFF -RIB 26 GA. GULF LOAD TABLE OVER PLYWOOD COAST Buildings having a Roof Mean Height<_ 20'-0"; Roof Slope: 2'712"-6'712" Gable Roof Wind Speeds 110-140 mph, Exp C, I = 1.0, based on FLORIDA BUILDING CODE 2007 TUFF -RIB 26 GA. FASTENER SPACING ZONE FASTENER SUBSTRATE WIND SPEED ZONE 110 120 130 140 ON CENTER SPACING ON CENTER SPACING ON CENTER SPACING ON R SPACING ZONE 1 #9-15 x 1-1/2" 15/32" PLYWOOD 24" TYPE 1 2411 TYPE 1 2411 TYPE 1 2411 TYPE 1 ZONE 2 0-15 x 1-1/2" 15/32" PLYWOOD 2411 TYPE 1 2411 TYPE 1 2411 TYPE 1 1211 TYPE 2 ZONE 3 #9-15 x 1-112" 15/32" PLYWOOD 12" TYPE 2 12" TYPE 2 1211 TYPE 2 12" TYPE 2 1) PANEL DESCRIPTION: TUFF RIB, MIN. 26 GA., 3/" TALL RIB, 36" WIDTH. 2) PANEL FASTENER: #9-15 x 1-1/2" HWH W/ WASHER. 3) PANEL ROLLFORMER: MRS METAL ROLLFORMING SYSTEMS. 4) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. TYPE 1 FASTENER PATTERN, 159.25 @ 12" O.C. TYPE FASTENER PATTERN BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING TEST REPORT #117-0062T-07A, B. 5) PLYWOOD DECKING: MIN. 15/32" THICK PLYWOOD. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2007. TYPE I FASTENER PATTERN CONTINUOUS TAPE SEAL FOR USE ON SLOPES LESS THEN 3:12 /9-15 x 1 1/2' WOODORIP TYPE 2 FASTENER PATTERN 6 1/2• 2 1/Y 6 1/2' 2 1/2' 6 1/2• 2 1/2' 6 1/2' 2 1/2� CONTINUOUS TAPE S CIE �rE �rE CIE =!rE �7EEAL �rE�7/ LESS THEN :PE5 12 ZONE 2 a 19-15 x 1 1/2' WOOOORIP � .•'���� �• G sir, a :4:Q' • �OEN °•" s 'S • :.. ,No.4`9 3 a Ridge i Gable; STA 'OFy, ; -------- ------------------------.-.-- w Q.° �/• I I • OR I I ----------------------------------------I- a s•°•....• ♦. 1 ♦ 2&ns RPoepl11110 ZONE 1 I I November 8, 2008 i Note: Dimension (a) is defined as 10% of the minimum width of -------- ------------------------------ I_ the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the ZONE 3 Eave minimum width of the building or 3 feet. K . Asmussen Engineering LLC. Engineering & Environmental Services P.O. Box 1998, Okeechobee, FL. 34973-1998 Office: (863) 763-8546 Fax: (863) 467-8560 Memorandum Date: February 8, 2011 To: St. Lucie County Building Department Joe Cicio — Building Official 2300 Virginia Avenue Ft. Pierce, FL. 34982-5652 From: Loris C. Asmussen, P.E. Subject: Dr. John Patrick Brennan 10851 South Ocean Drive- No. 94 Jensen Beach, FL. 34957 1986 Park Model Vehicle ID No. 1R2PC2HL8GANC2398 This memorandum is being provided to address re -roofing of an existing 1986 Park Model (mobile home) located at the address mentioned above (St. Lucie County). Proposed is Tuf Rib Roof Paneling (26GA metal) as a replacement to the originally manufactured roof, with Tamko Underlayments (NOA # 08-1008.04). Attached are product approvals for this product and underlayment (including attachment methodology for the rib panels, as well as, underlayment). The roof product is manufactured by Gulf Coast Supply & Manufacturing, Inc. The product approval for the metal roof (#11651.13) is attached for your review and approval (Engineer Evaluator Terrence E. Wolfe, P.E. and Validated by Locke Bowden, P.E.). Based on my review of this proposed project, including product approvals and loads for which the above -referenced mentioned structure will be exposed to at this location in St. Lucie County (140 mph 3-second gust and exposure "C"), the project is found to be in substantial compliance with the 2007 Florida Building Code (including 2009 revisions). Please contact my office at (863) 763-8546 with any additional comments or questions regarding this structure. Thanks for your attention to this matter. Sincerely, Loris C. Asmussen, P.E. Principle Enclosed Correspondence C: Dr. JP Brennan File