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RF-17-2709Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RF-1 1-17-2709 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Issue Date: 11/20/2017 Expiration: 05/19/2018 Parcel Number Applicant 9333 NE 9 Place Miami Shores, FL 1132050070080 Block: Lot: SEAN CHRISTOPHER BRADY Owner Information Address Phone Cell SEAN CHRISTOPHER BRADY 9333 NE 9 Place MIAMI SHORES FL 33138-2973 (954)483-7266 9333 NE 9 Place MIAMI SHORES FL 33138-2973 Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 CeII Phone Valuation: Total Sq Feet: $ 15,500.00 2400 Type of Work: Re Roof Additional Info: REROOF METAL Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $9.60 $4.50 $3.00 $3.20 $300.00 $9.00 $12.80 $842.10 Pay Date Invoice # 11/15/2017 11/20/2017 Bond #: 3564 Pay Type RF-11-17-65653 Credit Card Credit Card n Amt Paid Amt Due $ 50.00 $ 792.10 $792.10 $0.00 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFg4D VIT: I certify that all constructioriand zo ing. Futher • ore, I A th • ed S • = ture: l Building Depart oregoing informatipn'is accurate and that all work will be done in compliance with all applicable laws regulating ize the above- : filed contractor to do the work stated. wher f Applic ent C pN / Contractor / Agent November 20, 2017 Date November 20, 2017 1 Miami Shores Vfllage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # 12-P-1 1 -1`7 2-1 C) DATE: /Od INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: CCC P P2(.0- 2Z FS 468 Building Inspector On or about , I did personally inspect the roof deck nailing (Date & time) work at ~ Ba (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) 331313 Signature State of Florida County of Dade: JANETTE DIAZ MY COMMISSION # GG035634 EXPIRES October 04, 2020 The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this day of___arklidittrQ li Notary Public, Sate of Florida at Large "-'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection o„tco,i n„ n»nnn+eunhnnno \p\C":k Miami Shores Village BUILDING Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 NOV 15 1 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Sim FBC 201-i Master Permit No. TZ+- R_2ROCt PERMIT APPLICATION Sub Permit No. .BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 3 3 D IQ V 1 ()L.. City: Miami Shores County: Miami Dade Zip: 3 -3\ 31 Folio/Parcel#: I\ - —57,OS- 6Q7 ` ocgo Is the Building Historically Designated: Yes NO Occupancy Type: Load: CCo�nsstruction Type: Flood Zone: • I BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1d-� /\ CVV I ( 6 (' A' Phone#: Address: 11 ) �� `% �(- . I �t City: "I (� lM I �► Are, State: k. , Zip: Y cJ - 5 ty Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: (t'bf rw City: /v� G ✓�‘, ', state: L Zip: , )I ZQualifierName: (. S Tikr(Phone#: State Certification or Registration #: (C i3 ?. 6 23 Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ IS,, S-G� Square/Linear Footage of Work: 7 y60. Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace n Demolition ter J-l67( Phone#: Description of Work: TI 2"--bS Specify color of colorthru tile: Submittal Fee $ Permit Fee $ Cam' CA CCF $ CO/CC $ Scanning Fee $ Radon Fee $ ?J • p DBPR $ ‘-'1 • cd Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ `-JM TOTAL FEE NOW DUE $ Z92 ' I 0 (Revised02/24/2014) T Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature f OWNER or AGE Th foregoing instrume t was acknowledged before me this 20 n , by who is personally known to as day of me or who has p oduced identification ar Janr sccdidataimatia. ,.,R; pVuul„ 4PB,,, DANIEL PEREZ NOTARY PUB,' + Notary Public - State of Florida r Commission # GG 044769 '" oFF �,. My Comm. xpires Nov 3, 2020 Sign: Prin Sea ****************************** APPROVED BY CONTRACTOR T e foregoing instrument was acknowledged before me this b I 20 1 9 , by who is personally known to ed as me or who has produ identification an NOTARY PUBLIC: Sign: Prin Seal � `r°,�"n'vPe( i DANIEL PEREZ Notary Public - State of Florida E Commission # GG 044769 ° mm. Expires Nov 3, 2020 �Illlll - ***************************** Plans Examiner Structural Review frif Zoning Clerk (Revised02/24/2014) Miami Shores e Villa 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: —7I26)1 17 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Stpr)---6roJy Property Address: nt 333 i'.1 -4`' Place I-t14,A l /y)( .S Roofing Permit Number: Dear Building Official: _ I• ✓1` certify that I am not required to retrofit the roof to wall connections of my buil ding because: just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. to The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade 5e-g Print Name = . k1 , JANETTE DIAZ • MY COMMISSION # GG035834 h EXPIRES October 04, 2020 The undersigned, being the first duly sworn, deposes and says that he/she is the own for le abovf. • • : +i. mentir n 1$ �. k Sworn to and subscribed before me this (9�j day of ail 1 Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 8/8/2017 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY .1ppRAISER Summary Report Property Information Folio: 11-3205-007-0080 Property Address: 9333 NE 9 PL Miami Shores, FL 33138-2973 Owner SEAN CHRISTOPHER BRADY Mailing Address 9333 NE 9 PL MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,906 Sq.Ft Living Area 1,460 Sq.Ft Adjusted Area 1,665 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $1125,127 $228,762 Building Value (88iiI 884 $115,884 $115,884 XF Value $330 $335 $272 Market Value $386,511 $367,346 $344,918 Assessed Value $257,599 $252,301 $250,548 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $128,912 $115,045 $94,370 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values i.e. County, School Board, City, Regional). Short Legal Description 565342 PL OF GOVT LOT 4 PB 5-90 S75FT OF W100FT LOT F LOT SIZE 75.000 X 100 OR 14299-742 1089 1 Generated On : 8/8/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $207,599 $202,301 $200,548 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $232,599 $227,301 $225,548 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $207,599 $202,301 $200,548 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $207,599 $202,301 $200,548 Sales Information Previous Sale Price OR Book- Page Qualification Description 12/27/2010 $100 27535 4124 Corrective, tax or QCD; min consideration 08/01/2004 $0 22547- 3038 Sales which are disqualified as a result of examination of the deed 10/01/1989 $88,000 14299 0742 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Section A/B MIAMMADE COUNTY Viee Z101 "Delivering.Excellence Every Day" Master Permit No: Contractor's Name: Job Address: 933; Miami -Dade County HVHZ Electronic Roof Permi Section A (General Information) Process No: IT AND S ROOFING ❑ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑✓ Metal Panel/Shingles ❑ Other: Roof Type • . . RECEIVED NOV 15 2017 ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ New Roof 0 Re -Roofing El Recovering 0 Repair ❑ Maintenances� • '• • • Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type?' n''Natural ❑ LPGX• Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) I2400 I Total (ft.2 Section B (Roof Plan) ... •. 464 • • •• l• • •• • •• . . . Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers anavestQw dralhs. Include • dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locattc?n of parap'eg. Perimeter Width (a'): Corner Size (a' x a'): . • • ,?, rAM i•DA!) t "Delivering Excellence Every Day" Roof System Manufacturer: Mlami-Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System METAL MASTERS Notice of Acceptance Number: 14-0123.06 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: 139.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 114.25 psf Fi!l in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: "/12" Roof Mean Height: 15 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: " o/c Perimeters: " o/c Corners: l6 " o/c Number of screws required per clip: Perimeter Width: 4 ft. 2 Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10 PANCAKE HEAD FASTNERS - r. . Optional Insulation: .... . • . Deck Type: --5/8" Plywood -- Optional Nailable Substrate: • . Optional Nallable Substrate AttAgleielt .. • • • • . •.• .• . • Optional Insulation Attachmentl4e &1: • • •. . Fire Barrier: • . ... . • •• ELK VERSASHIELD Underlayment Type: #30 ASTM TYPE II Underlayment Fastener Type: -1-1/4 RS NAILS 6" OC AND 12" FIELD Optional Peel & Stick Membrane: Metal Roof Panel: PAC STEEL PANEL Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 24 ga: - -Galvinized Metal-- 1 1/4 RS NAILS Hook Strip/Cleat gauge or weight -- Select Hook Strip -- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Metal Master Shop, Inc. 7484 NW 8 ST Miami, FL 33126 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ww Ill idade,gotleconomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade Comity 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to havg:iti.s.toduct or material tested for quality assurance purposes. If this product or material fails to perform iatits a1ceptect manner, the •manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mAlki or sUspestIl.tle use of such product or material within their jurisdiction. RER reserves the right to revoke this accgpajtge, if it is • deterrinrted'by Mranu Dade County Product Control Section that this product or material failsQjtleet the gequiiements• d .kiipphcabl , u Tliildiing code. • • • • • f • • s"prod i t-rs kiiiMed as described herein,.hnd has been designed to comply with the Florida.Btttilding C4dr,.. including the High'Velocity Hurricane Zone of the Florida Building Code. • •. • • • • • • ` ':` ` "` DESCRIPTION: PAC-150 24 ga. x 12" thru 20" Wide Steel Panel over PIywood • • • • • •• • • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, crtp, state and'h1lJ v ing • 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 consists of pages 1 through 5. The submitted documentation was reviewed by Juan E. Collao, R.A. JADI1•D.ADS COUNTY APPROVED x*_-Kr 7 NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 1 of 5 • ROOFING SYSTEM APPROVAL: Category: Roofing Sub -Category: Metal, Panels (Non -Structural) Material: Steel Deck Type: Wood Maximum Design Pressure -136.75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specifications Description PAC-150 1.5" Steel Length: various TAS 110 Corrosion resistant, Galvalume, preformed, . Panel Height: 1-1/2" standing seam. Coated, prefinished panels. Width: 12" - 20" (coverage) Thickness 24 ga . • Min. Yield Strength: 55 ksi. . PAC-150 Clip EVIDENCE SUBMITTED: Test Agency Valspar Valspar Fenestration Testing Architectural Testing Length: 2" Height: 1.625" Width: 0.875" Thickness 24 ga TAS 110 Corrosion resistant' 24•gauge $t l:Lip or 24 • ga. stainless steel•clit•• .... • . • . . . .... . . ... . • . . .. .. .. . .. Test Identifier Test Nauie/1$epa : 'Date •. Lab Form ASTM B 417 • • . .• . • Lab Form ASTM G 23 • • • 13-852 TAS 100 06/11/13 C8009.01-450-18 TAS 125 06/17/13 NOA No:: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 2 of 5 APPROVED ASSEMBLIES: System: PAC-150 24 ga. x 12" tluu 20" Wide Steel Panels over Plywood Deck Type: Wood, Non -insulated Deck Description: New Constriction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greater plywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: Underlayment: Fire Barrier Valleys: Metal Panels and Accessories: In accordance with applicable Building Code, but in no case shall it be less than 8d annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum Is/32") The above attachment method must be in addition to existing attachment. Minimum underlaymcnt shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end-Iaps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 '/a" annular ring -shank nails, spaced 6" o.c. at alhlaps and two Vggered rows 12" o.c. in the field of the roll or any approved underlaymeitL Igtvijig a cti,t•rent NOA. Any approved fire barrier having a current NOA. Refer to a current tire directory listing fort fire ratings of this roofing system assembly as well as the location or tiie fire barrier within • the assembly. See Limitation # 1. •• ....• Valley construction shall be in compliance with Roofing ApplicittidVf S indarc,R $:33 • • • • and with the current published installation instructions and detairs inVAC Contl'eetofs • • Association's Installation Manual. • • • . •..•..• Install the "PAC-150 1.5 Steel Panel" including flashing penetration evklleys,end laps and • accessories in compliance "PAC Contractors Association's" current, published tii aljation • instructions and in compliance with the minimum requirements detailed in Roofing'• Application Standard RAS 133. Panels shall be secured along the male rib with approved clips and two corrosion resistant #10 pancake head fasteners of sufficient length to penetrate through the sheathing a minimum of 3/16". The panel clips were placed at a spacing listed in Table A below. The female rib of panel is installed over the male rib of panel. Panels are seamed as listed below in Table A. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' Perimeter and Corner' Maximum Design Pressures -69.25 psf -114.25 psf -136.75 psf Maximtiin Clip Spacing 24" o.c. 6" o.c. 12" o.c. Panel Seam 90° degrees 90° degrees 180° degrees 1. Extrapolation shall not be allowed MIAMI•DADE COUNTY APPROVED NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 3 of 5 . • • LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e, perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMI.DADE COUNTY APPROVED, • • • • • •• • • • 5. All products listed herein shall have a quality assurance audit in accordance with the Ftbi•tdrnui1dint Code and • Rule 61 G20-3 of the Florida Administrative Code. • • • • • • � • • • 6. Panels may be shop or jobsite roll formed with machine model # 100801 or 109212207..fca i PACGCdiitii#ctors • • Association. • • • • • •• .. ••• • MIAMI.DADE COUNTY APPROVED • • • • • • • • • • • • • . •• • • • • • • • NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 4 of 5 PANEL 80DEGREE / SEAM CLIP =BM PREP RED ROOF MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS PANEL SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS FASTENER / PANEL PREP RED ROOF CLIP END OF THIS ACCEPTANCE • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • • • • • • 180 /DEGREE SEAM PANEL FASTENER • • • • • • • • • • • • • NOA No.: 14.0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/economy GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right 1 o hive this product or material tested for quality assurance purposes. If this product or material fails to. perform in re at!epted 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. RER reserves the right terreke this, acceptance, if it is determined by Miami -Dade County Product Control Section that this product or rMtiat 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 Zlocida Buikiieg.Code ' • including the High Velocity Hurricane Zone of the Florida Building Code. •• •• •• • .• • • • • •• • DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShielcr So1QTM Fire AResistant• Slip Sheet •• • • • • • • • •• 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 renews NOA No. 14-1022.26 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. MIAMIDADE COUNTY APPROVED N.OA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® So1oTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Applicant VersaShield® Fire - Resistant Roof Deck Protection Dimensions 42" x 100' rolls VersaShield® SoIoTM 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Underwriters Laboratories Inc. Test Specifications ASTM D 226 Type II Product Description Non -Asphaltic fiberglassabase 1 underl jmterrt and/or fire •barrier. '..' . . . • . • UL790 Non -Asphaltic fiberglass) l;Q.slip sita ail/or • • fire barrier. "" Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 10NK11990 R19254 08CA37926 08CA49140 Test Name/Report ASTM D 226 ASTM D 226 TAS 100 UL790 UL790 ASTM D 226 UL790 . . .... . . . . . . ... . . . • • • • . • • . .• • •.. • • • •• Date 11/15/10 12/12/16 09/27/01 03/21/00 05/18/11 09/13/01 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® So1oTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VerstShie1d® Solo TM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II underlayment. MIAMI•DADE COUNTY APPROVED • • NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield® Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® Solo TM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet is 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,compitibility of the products, wind uplift resistance, and fire testing results. . 6.• . VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire-Resist2tiit Shp Shgqt•i•a non- •, asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies".. Tr fire classification df• • • • • specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire • Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire rating$ p 'this prptltitt.• 7. All products listed herein shall have a quality assurance audit in accordance with the Flnidl:BuildinI.code and•: • • • Rule 61G20-3 of the Florida Administrative Code. • • • • • • • • • • • LABELING: • • . • • • • • • • •• All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer S nafhe or rdgb. city and state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMIDADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 811:i/2014 INURE CERTIFICATIONS DIRECTORY Page Bottom TGFU.R14293- Rooting Stems TGFU.R14293 Roofing Systems Roofing Systems See General information for Roofing Systems PETERSEN ALUMINUM CORP R14293 1005 TONNE RD ELK GROVE VILLAGE, IL 60007-4817 USA Coated Steel and aluminum panel identified as "Snap-On Standing Seam", "High Snap-On Standing Seam", "Snap-On Batten", "Integral Batten", "Redi-Roof Batten", "Redi-Roof Standing Seam", "Snap -Clad", "Integral Standing Seam", "Tite-Loc", "Tite-Loc Plus", "Edge-Loc" and "PAC-150". One or more layers of GAF "VersaShleld Underiayment", mechanically fastened or loose laid, may be used in lieu of the barrier board in all combustible Classifications. • • • • OTHER SYSTEMS • • • • • • 1. Deck: NC Class A • Incline: No Limitations Barrier Board: — 1/4 in. min G-P Gypsum DensDeck® . • Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type prepared roofing accessory or WR Grace "Ice and Water Shield".. Surfacing: — Steel or aluminum roofing panels, mechanically fastened. • • • •• • • • • • • • • • • • •••• • • • 15, 20 or3d%itor;UL Classl:3• •• •• •••• • • • • • • • • • • • 2. Deck: NC Incline: No Limitations • • • • • • • • Barrier Board: — 5/8 in. min plywood. •• • ••• • • • Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classifig4: prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing: — Steel roofing panels, mechanically fastened. 3. Deck: NC Incline: No Limitations Barrier Board: — 7/16 OBS or 5/8 In, plywood over polyisocyanurate insulation board or polyisocyanurate composite board, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield" . Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 4. Deck: NC Incline: No Limitations Insulation: — polyisocyanurate, glass fiber, perllte or wood fiber, any thickness. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "ice and Water Shield" . Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 5. Deck: NC Incline: No Limitations Surfacing: — Steel roofing panels mechanically attached to metal purlins. 6. Deck: C-15/32 Incline: No Limitations Barrier Board: — 1/4 in. min G-P Gypsum DensDeck® v.ith all joints staggered a min of 6 in. from the plywood joints. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or WR Grace "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. Last Updated on 2014-07-16 Questions? Print this page Terms of Use Page Ton © 2014 UL LLC When the UL Leaf Mark Is on the product, or Men the word "Environment" is included in the UL Mark, please search the UL Environment database for additional Information regarding this product's certification. hltp://database.ul.comtcg i-binlXYVftemplate/LISEXTHFRAMFJsha tipage.hlmlTWarne=TGFU.R142938.ccnshorttitle=Rooting+Systems&obltd=1074352239&cfg id... 1/2 PAC-150 PANEL PAC-150 CLIP W/2- /110-13 FASTENERS (MAX 8' FROM Z') AC -CLAD Dt1LP..`•EN ALU;d1Nil;.�. HIP / RIDGE DETAIL: 3/4' TURN -UP FLASHING COMPONENTS #10-14x 1" FASTENER PLYWOOD DECK KEYNOTES: HIP/RIDGE FLASHING WITH Z" CLOSURES SEALANT (AT VERTICAL LEG & UNDER Z) • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN STAGGERED PATTERN • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED: STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH 70 PENETRATE PLYWOOD DECK BY S/8" MINIMUM THREAD LENG 1!.. • • • •••• ••• • • • • • PLYWOOD DECK MUST BEA MINIMUM OF 6/8" THICK • • • • ••' • •`• • • • • • • 2'COMPONENT • • • • •• •• •• •• • MINIMUM HEIGHT: 1/8' CLEARANCE OF PANEL RIB • • • • • • • • • • • • • FASTENED AS FOLLOWS: 12"8 16" PANELS (4 FASTENERS PER PANEL MINIMUM): 18" PANELS (6 FASTENERS PER PANEL MINIMUM) • FASTENING LEG: 1 1/4" MINIMUM TOP LEG: 1 1/2" MINIMUM • T MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8- MAXIMUM GAP • • • • • • • • • • • • • • ., Q SEALANT • • • • • • • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE "Z • ••• • • ••• • • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • • • • • • • • • • • 1" TAPE 1MDTH OR 'UV BEAD WIDTH PRIOR TO COMPRESSION • • • • • • • • C COVER: HEMMED 1"AND FULLY ENGAGED TO'2"CLOSURE. ® FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8" FROM "X'COMPONENT. 'i. VALLEY DETAIL (One Piece) FLASHING COMPONENTS 0 THERMAL CLEARANCE 0 VAI ! FY FLASHING #12-14x 1" FASTENER (6" O.C.) KEYNOTES: PAC-150 PANEL. PLYWOOD DECK •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • • • • • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMNI PANELS ARE: TIL ZEb• • • • . • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY Mr MINIMUM THREAD LEN.7-i • • • • • • PLYWOOD DECK MUST BEA MINIMUM OF 6/8" THICK. • • • • • • © VALLEY FLASHING FASTENEDA7MAXIMUM 6"ON-CENTER SPACING. ('l,? PANEL HEM THERMAL GAP CLEARANCE MINIMUM 1 12" rem WITH 12" CLEARANCE (CONSULT FACTORY). O FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM PANEL END. ••• ••• • • • • • • • •• •• • • PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8' FROM PANEL END) #10-14 x 1" FASTENER (6' 0. C.) C-L13. EAVE DETAIL PAC-150 PANEL PLYWOOD DECK Q #10-14 x 1" FASTENER (12' O.C.) KEYNOTES: PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8' FROM EAVE) V A •••• • • • • FLASHING COMPONENTS FIELD CUT & BEND RETURN IN PANEL. APPLY SEALANT & HOOK RETURN OVER EAVE FLASHING. EAVE FLASHING #10-12 x 5/8' FASTENER (12' D.C.) QS CLEAT (24 GA MIN.) • . • •• • • • • • • .. • • • •. • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN STAGGERED PATTERN. • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHEN ALUMINUM PANELS ARE UI7LIZED. • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/B" MINIMUM THREAD LENGTH. . . • • • • • • PLYWOOD DECK MUST BE MINIMUM OF Rs" THICK. • • • • (1) EAVE FLASHING HEM EDGE: 1 1/Z'MINIMUM. • • • • • • •• CD PANEL HEM AND THERMAL GAP CLEARANCE: MINIMUM 1 12-HEM WITH 12-CLEARANCE. (CONSULT FACTORY). • •••• • • • • © FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF B" FROM EAVE. ® ROOF SIDE FLANGE SHOULD BE STRIPPED IN WITH APPROVED UNDERLAYMENT. 3 CLEAT; 24 GA. MINIMUM. • • • ••• • • • • • • • •• •• • • -•� 0 RAKE FLASHING • ®#10-12 x 5/8' FASTENER (12' O.C.) Q3 CLEAT (24 GA. MIN.) RAKE DETAIL PAC-150 CUP W/2- #10-13 FASTENERS PAC-150 PANEL -\ FLASHING COMPONENTS #10-14 x 1" FASTENER (12' O.C.) SEALANT PLYWOOD DECK QQ #10-14 x 1" FASTENER (12" O.C.) .. ..• . • . •• • • KEYNOTES: • • • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. ▪ • • OOOO • . . • CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL VVHEN ALUMIMI PAIVSPARE 811fLIZED. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY S/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 6/8" THICK. • • . .. • • . • • • . (D RAKE FLASHING: • • • • • • • HEMMED DIMENSION: 1 1/I-MiN!MUM; 2' MAXIMUM • • • • • • • • • DECK SIDE LEG SHOULD BE A MINIMUM OF 5" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. • • • • • • • • • • •• • •• •• •• • PANEL. HEM SHOULD BE CLOSED SECURELY TO HEM LEG OF RAKE FLASHING • • • • • • • • Q SEALANT CAN BE TUBE OR TAPE SEALANT AND MUST BE CONTINUOUS. a CLEAT: 24 GA. MINIMUM. AC -CLAD PEAK DETAIL PAC-150 CUP W/2- #10-13 FASTENERS (MAX 8" FROM "Z') PAC-150 PANEL KEYNOTES: 3/4' TURN -UP OO SEALANT (AT VERTICAL - LEG & UNDER "Z") PLYWOOD DECK Q #10-14 x 1' FASTENER - PEAK FLASHING #10-12 x 5/8" FASTENER (12' O.C.) Q CLEAT (24 GA MIN.) • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • CUP AND FASTENER MATERIAL' GALVANIZED WHEN STEEL PANELS ARE UTILIZED: STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BE A MINIMUM OF 62" THICK. • • • • • • • • • • • • • 2'COMPONENT •• • • • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • • • • • FASTENED AS FOLLOWS: 12" S 16"PANELS (4 FASTENERS PER PANEL MINIMUM); 18" PANELS (6 FASTENERS PER PANWN1MU• • • • • • • • • FASTENING LEG: 1 1/4"MINIMUM TOP LEG: 1 12" MINIMUM • Z' MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP m SEALANT • TUBE OR TAPE SEALANT !S ACCEPTABLE BELOW THE 2" • • •• • • • • • • • • • • • • • • • • • • • • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • • • • • • • • • • 1"TAPE WIDTH OR1/2"BEAD WIDTHPRIOR TOCOMPRESSION • • • • • • • • • • © PEAK FLASHING: HEMMED 1"AND FULLY ENGAGED TO'Z"CLOSURE • • • • • • • • • • FIRST PANEL CUP TO BE LOCATED A MAXIMUM OF 8" FROM T" COMPONENT. • CLEAT: 24 GA MINIMUM. FLASHING COMPONENTS PAC -CLAD PE:ERSEN G1UMItitl:.1 HEADWALL DETAIL W/ RECEIVER SAWCUT ® FASTENER (12" O.C.) — COUNTER FLASHING W/ REGLET & Z" CLOSURE Zo EXTEND UNDERLAYMENT — UP WALL 3/4' TURN -UP PLYWOOD DECK ® #10-14 x 1" FASTENER ® SEALANT (AT VERTICAL LEG & UNDER 2") PAC-150 CLIP W/2- #10-13 FASTENERS (MAX. 8' FROM Z") KEYNOTES: • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN.• • CLIP AND FASTENER MATERIAL GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL ENALUM!NU 4N R�9 E !ZED.• • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8' MINIMUM THREAD LENGT:. • • • • PLYWOOD DECK MUST 8E A MINIMUM OF 6/8" THICK. • • • • • • • p '2"COMPONENT • • • • • • • • • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • FASTENED AS FOLLOWS: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 18" PANELS (6 FASTENERS PER PANEL MINIMUM) • FASTENING LEG: 11/4"MINIMUM TOP LEG: 11/2' MINIMUM • Z" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP Q SEALANT • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE Z' • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • 1" TAPE IMDTH OR 12" BEAD WIDTH PRIOR TO COMPRESSION Q COUNTER FLASHING: HEMMED 1"AND FULLY ENGAGED TO 2' CLOSURE. o FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF s" FROM COMPONENT. PAC-150 PANEL • • •• ••• • • • • • •• • ••• • ••• .••• ••• • • • • • • • • ••• • • • • • • • • • • • • • •• • •• •• •• ••• • • • • • FLASHING COMPONENTS 7.i Ei2s ': BCJmi.um RAKE WALL DETAIL WI RECEIVER SAWCUT 10 FASTENER (12' G.C.) EXTEND UNDERLAYMENT UP WALL KEYNOTES: • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • • . • • • • • • • • • • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED: STAINLESS STEEL WHEN ALUMINUM PANELS ARE UTILIZED. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTI{ • PLYWOOD DECK MUST BE MINIMUM OF S/8" THICK. • • • • • • • • • • • • • • RAKE FLASHING: • • • • • •• • • • . • . • • • PANEL LEG MUST 8E FORMED TO WITHIN V8 OF J CHANNEL WEB. • • • • • • • • • • DECK SIDE LEG SHOULD BE A MINIMUM OF 3' LONG W• • • ITH FASTENER LOCATED 2" MAXIMUM FROM EDGE. • .• • • • • • • • • • • • • • J-CHANNEL FORMED TO HEIGHT OF PANEL RI& Q SEALANT CAN 8E TUBE OR TAPE SEALANT AND MUST 8E CONTINUOUS. RAKE FLASHING WI REGLET & .1'CLOSURE FIELD FORM PANEL LEG TO LD. OF J' CLOSURE #10-14 x 1' FASTENER (12' O.C.) -Q CONTINUOUS SEALANT r PAC-150 CLIP W/2- #10-13 FASTENERS PLYWOOD DECK .. . •• • • • . • .. • • • • • • • PAC-150PANEL FLASHING COMPONENTS AC-CLAB .' ?E:ERSEv ALUMINUM: WO ROOF TRANSITION DETAIL SELF -ADHERING UNDERLAYMENT (HIGH TEMP) (STRIP -IN) PAC-150 CUP W/2- #10-13 FASTENERS (MAX 8" FROM PANEL. END) PAC-150 PANEL RETAINER CLIP SET !N SEALANT 0 #10-14 x 1' FASTENER (12' 0.C.) 0 #12-14 x 1" FASTENER (12' 0. C.) Q5 #12-14 x 1" FASTENER (6" O.C.) PLYWOOD DECK THERMAL CLEARANCE 0 SUPPORT PLATE 3/4" TURN -UP Qi #12-14 x 1' FASTENER ) SEALANT (AT VERTICAL LEG & UNDER Z") KEYNOTES: TAPERED RIGID ISO TO FILL VOID TRANSITION FLASHING WI Z' CLOSURE RIVET (6" O.C.) • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED: STAINLESS STEEL WHENALUMINUM PANELS ARE UTILIZED. • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF Sir THICK Q '2:" COMPONENT • MINIMUM HEIGHT: 1/8" CLEARANCE OF PANEL RIB • • • • • • • • • • • • • FASTENED AS FOLLOWS: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 18-PANELS (6 FASTENERS PER PA1rL MINIMUI.) • FASTENING LEG: 1 1/4" MINIMUM TOP LEG 1 12' MINIMUM • • • • • • "Z" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 1/8" MAXIMUM GAP • • • • ✓� SEALANT TUBE OR TAPE SEALANT IS ACJ" PPTABLE BELOW THE 2" • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • 1" TAPE W7DTH OR 12" BEAD WOTH PRIOR TO COMPRESSION • TRANSITION FLASHING: HEMMED 1" AND FULLY ENGAGED TO 2" CLOSURE. ® FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8" FROM T" COMPONENT. 3 RETAINER CUP: FASTENED TO SUPPORT PLATE AT S' O.C. STAGGERED PATTERN. ® PANEL HEM THERMAL GAP CLEARANCE: " MINIMUM 1 1/7 HEM WITH 1/2" CLEARANCE (CONSULT FACTORY) O SUPPORT PLATE: 20 GA. MINIMUM • • • ••• • • • • • -• • • • •• • ••• • ••• ••• ••• • • • • • • • • •••. • • • • • • • • • • • • • •• •` -•• - •• •• ••• • -• • • • FLASHING COMPONENTS PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8' FROM "2'7 PAC-150 PANEL wo:a:d PANEL LAP DETAIL NOTCHED PANEL PAC-150 CLIP NOTE: LAPS MUST BE STAGGERED 2' OR 4'. PANEL. CLEAT -- PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 EA. FOR 10" & 12" O.C. PANELS, 6 EA. FOR 16" & 18' D.C. PANELS. CONTINUOUS BEAD OF SEALANT . . . . .. .. . . . .. . ... . ... ... ... • •• �ANELBE 4T . . • •• • •• •• •• ••• • • • • • PAC -CLAD• PC: CRS:N FIELD BEND PANEL DETAIL . . • •• ACTUAL TAB LENGTH DETERMINED BY PANEL LENGTH .• ••. • • • • . •• • •• •• .•• ••• •• USE HEMMING TOOL TO FIELD -BEND TAB UNDER PANEL • ••• • ••• •.. ..• • • • • . • • • ••• • • • • • • • • • • • • • •• • •• •• •• ••• • • • • • . • • AC CLAD PEES AttM.V07. w • • ••• • • • .•. •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • . • •• • •• •• •• • • ••• • • •• • • ••• • •• •• •• • ••• • ROOF PANEL STYLE MAY VARY. -.-�. • • • •• • •• • • • • • • w • • ••• ••• ••• • ••• • VENT PIPE (BY OTHERS) SHOULD BE CENTERED 1N THE FLAT • • • • • • • • • OF THE ROOF PANEL • SEAL AT TOP PER PIPE BOOT MANUFACTURER'S RECOMMENDATION AND INSTALLATION GUIDELINES EPDM PIPE BOOT SET IN CONTINUOUS BEAD OF SEALANT AND FASTENED TO METAL ROOF PANELS *DO NOT FASTEN TO SUBSTRATE* SELF -DRILLING EPDM WASHER HEAD SCREWS, SPACING PER MANUFACTURERS RECOMMENDATION AND INSTALLATION GUIDELINES INSULATION (IF PRESENT) TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS SUBSTRATE TO BE CUT BACK FAR ENOUGH TO ALLOW FOR UNLIMITED THERMAL MOVEMENT OF PENETRATION AND FASTENERS ROOFING SHOP DRAWINGS BY PAC CLAD PETERSEN ALUMINUM CORPORATION 102 NORTHPOWT PARILWAY.0IDC 102 ACWORTH. GA30102 PH:n-a274WT6 FAX n0126259 DEW. TYP VENT PIPE DETAIL OCALE N.T.S. ARCH RLPO... IA::E FILE DLT OWL CHEAT SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. �'SL. / Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). •• • • • . • .• . • • • • 4. ( . / Exposed Ceiling: Exposed, open beam ceilings are where the underside of t• he roof deckint . can be viewed from below. The owner may wish to maintain the architectural • appearance; $i refere, • • roofing nail penetration of the underside of the decking may not be acceptable •Phis provides the option af•: • • • maintaining the appearance. • •••• •• •• •. •••. • • • • •6. ' (! /Overflow scuppers (wall outlets): It is required that rainwater flpws pff so tha2tIte toll is . • not overloaded from a buildup of water. Perimeter/edge wall or other roof extension May blook.this: • • discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflew scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. ./)(Owner/Agent's Signature Date Co actor Signature 1333 1 Property Address Revised on 7/9/2009 LD;07/01/2015; ?u Date Permit Number •