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RF-14-249
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 BUILDING PERMIT APPLICATION Permit Type: BUILDING ID FEB 11 0 2014 FBC ZO C41vit)Permit No. F - yQ #ster Permit No Jy ROOFING JOB ADDRESS: 9426 NW 2 CT City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: 11-3101-015-0150 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Jorge & Jaime Caro Phone#: Address: 9426 NW 2 CT City: Miami Shores —0m. r4 « State: Florida Zip: 33150 Tenant/iessee Name: Email: CONTRACTOR: Company Name: A & J Roofing Corp Phone#: 305-599-2782 Address: 4337 E 11 Ave City: Hialeah State: Florida Zip: 33013 Qualifier Name: Miguel Guerrero Phone#: 305-599-2782 State Certification or Registration #: CCC1328038 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ �� 04�::O • 670 Square/Linear Footage of Work: Type of Work: OAddition ❑Alteratio ❑New fte'pair/Replace Descriptiof Work: S Color thru tile: Submittal Fee $�� • C' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ ODemolition Double Fee $ Structural Review $ / TOTAL FEE NOW DUET $— Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, C, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 inspecti which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not etpproved and a pection fee will be charged i--) Signature� VA Signature2Y2r� ner or kent Contractor The foregoing insi Ibr(t was acknowledged before me this c,2-9 The foregoing instrument was acknowledged '.a , before` me this ck'� day of ` 0 J§by cif -ram day of 60 , 20 A. by i� ► bye I who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as ide4fli'and who did take an oath. NOTARY PUBLIC: NOTARY PUBL Sign: Sign: Print: " Y d' Print: ARAMYS M. HERNA My Commissio Exp' 'c 'MY COMMISSION # DD973716 My Com ission Expi ,r MYCOMMISSION a EE lMW EXPIRES March 22, 2014 spa a: EXPIRES: April 27, 2016 Bonded 7hru Notary Pubic ttIIderw WS (407) 398-0153 FiondallotaryServire.corn APPROVED BY ! Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised (7/low)(Revised 06/1()fI009)(Revised 3115109) Miami Shores Village 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 653.844 F.S. To: Miami Shores Village Building Department Date: Jc�� 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Jorge & Jaime Caro Property Address: 9426 NW 2 CT Miami Shores, FL 3315 Roofing Permit Number: Dear Building Official: I O f certify that I am not required to retrofit the roof to wall connections of my bulidi becaue: 7he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The buildin was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 ed' of the th F a Building Code (1994 SFBC) n Signature Pri State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swum to and subscribed before me this day of 2 J 1 �q /�a ` /'� � { y r` "VIP (18tQUl:t. 4d�6I 4.(g1Y�'RO ten.:- 'c MY CQMMISS,Jh #: D0j73716 "�+r EXPIRE PRa::h M2, :014 Notary Public, Sate of Florida at LargeaRAt83 Flord:N�arY�EN • When the lust valuatlon of the structure for purpose of ad valorem to Mw is equal to or more than $300,000.00, and the buUng was not constructed wiM FBC nor a 1994 SFBC. Then you must provide a building app0cation from a General Contraclar for the Roof to Well connection Hurricane kftation. Revised on 5121ON Miami -Dade My Home V Page 1 of 1 My Home Show Me: Property Information V Search By: Select Item V RK1 Text only Report Homestead Fraud iJ Property Appraiser Tax Estimator 1% Property Appraiser Tax Comparison Snmmary nwtails. 1-3101-015-0150 426 NW 2 CT IME CARO 11,3150- I RGE CARO 426 NW 2 CT MIAMI HORES FL Pronertv Information: rimary Zone: 800 SGL FAMILY - 1701-1900 SO LUC: D001 RESIDENTIAL - INGLE FAMILY eds/Baths: /1 loors: 1 ivin Units: 1 bk,dj Sq Footage: 1,232 of Size: 500 SQ FT Year Built: 941 DELL MANORS PB 41- 7 LOT 7 BLK 2 LOT IZE 75,000 X 100 OR 1"80800 egal 0330-1482 04 2002 1 escription: OC 23415-3235 02 005 5 OR 26546-1037 Assessment Information: ear: 2013 and Value: $67,734 uildin Value: $84,018 arket Value: $151,752 ssessed Value: $150,282 Exemotion Information: ear: 2013 omestead: 25,000 nd Homestead I YES Taxable Value Information: 2013 rity: Applied Exemption/Taxable Value: Eear: $50 000/$100 282 $50 000/$100,282 $50,000/$100,282 : $25,000/$125,282 Snln Infnrmatinn- ale Date: 9/2008 ale Amount: 212,500 ale O/R: 6546-1037 ales ualification escri tion: ales which are qualified View Additional Sales Aerial Photography - 2012 0 110 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gisP-miamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property P Street Highway Miami -Dade County ■ Water N W E S http://gisims2.miamidade.gov/myhome/propmap. asp 1 /29/2014 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. Renailing wood decks: When replacing roofing, the existing wood roof deck me? fieve to in accordance with the current provisions of Section R4403. (The roof deck is usual• • • conce priorr to removing the existing roof system). • • • • • • • • • • 4.*cane Exposed Ceiling: Exposed, open beam ceilings are where the un. jji�g of the rogt iecking d from below. The owner may wish to maintain the architectural appegr�ce; thg6,jQre, enetration of the underside of the decking may not be acceptable.lWi ojovides the option of mainfaining the appearance. • 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that tWrol5f is no ded from a buildup of water. Perimeter/edge wall or other roof extension may block this discha a if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow 1/�1scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owne is ignat a late Contra Signature pate Z G� Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Miami horns illage 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. 0000 To: Miami Shores Village Building Department Date: , • 0 9 * • • • • •. • • 10050 NE 2nd Ave '..' .... .' Miami Shores, A 331 8 •••••• •••• •••••• ...:.. Re: Owner's Name: t Cud • • • • • • • Property Address.,... - Roofing Permit Number: • • • • • • . . . . ...... Dear Building Official: ...... I oY Ca Q .. ...... certify that I am not required to retrofit the roof to wall conne:tjcjl of my • b ildinga beta se: d The just valuation for the structure for u 1 purpose of ad valorem taxation is less than $300,000,00. Please attach proof of ad valorem taxation. © The bb�ding was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 19 ed Lion of th Sou lorida Building Code (1994 SFBC) L I fq---e C Signate V g Print INNIame State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the qwner for the above property mentioned Sworn to and subscribed before me this 2 da f ,, 11.DANIELPEREZ Notary Public - State c`Flo6da • Commission = GG A<769 '•.9jFcF. ?�` My Comm, Exoires Nov 3 2020 Notary Public, Sate of Florida at Larg * when the just valuation of the structure for urpose of ad valorem taxation equal to or more th n )oect0in Q00.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building app ation from a Genera! Cont ctor for the Root to 8 nHurricane Mitigation. Revised on 5/21/2009 3/28/2018 Property Search Application - Miami -Dade County OFFICE u"Of THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-015-0150 Property Address: 9426 NW 2 CT Miami Shores, FL 33150-2214 Owner JORGE CARO Mailing Address 9426 NW 2 CT MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths I Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,451 Sq.Ft Living Area 1,064 Sq.Ft Adjusted Area 1,232 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1941 Assessment Information Year 7. 2016 2015 Land Value 64,862 j ` 164,862 $122,049 Building Value $85,74 $85,747 $85,747 XF Value $73 $743 $473 Market Value $251,340 $251,352 $208,269 Assessed Value $251,340 $229,095 $208,269 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction 1 1 $22,257 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description ODELL MANORS PB 41-57 LOT 7 BLK 2 LOT SIZE 75.000 X 100 OR 20330-1482 04 2002 1 COC 23415-3235 02 2005 5 Generated On : 3/28/2018 •••• • •• ••••• Taxable Value Information • • • • • • • • • • • • • • • 2017 2016 Q015 County . . . ..... • Exemption Value ' $ ' $0 ' '$0 Taxable Value I $251,340 f 91,095 $208,269 School Board Exemption Value $0 $0 $0 Taxable Value 1 $251,340 $251,352 $208,269 City Exemption Value $0 $0 $0 Taxable Value 1 $251,340 $229,095 $208,269 Regional Exemption Value $0 $0 $0 Taxable Value 1 $251,340 $229,095 $208,269 Sales Information Previous OR Price Book- Qualification Description Sale Page 05/03/2017 $100 30554- Corrective, tax or QCD; min consideration 4243 02/16/2014 $100 29051 Corrective, tax or QCD; min consideration 4699 08/21/2008 $212,500 26546- Sales which are qualified 1037 02/01/2005 $0 23415- Sales which are disqualified as a result of 3235 examination of the deed 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 AB Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: F77 ROOFING Job Address: 9426 NW 2 CT Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑✓ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: • • • • . . .... 6000V Roof Type 000 ' ...... •.•• •••.•• ❑ New Roof ✓❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Mainten8r?W00 0 0 0 0 • .... •• Are there Gas Vent Stacks located on the roof? El Yes 0 No If yes, what type? • ErNatural• -QLPGX• : • • • Roof System Information .0:00 •.•• ••••• Low slope roof area (ft.2) Steep Sloped area (ft.2) 1600 .. .. .... ...... Total (ft.2) '�0 • • • •„• ............ Section B (Roof Plan) • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drainmo. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): APPROVED ZONING DEPT RECEIVED APR 2 4 2018 X V-Aq%l 6 En �o i Shores Village BY DP/ E1 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL STATE gyAfAr2-Cj-f r rt Mli'1As7► "D4iive -inn Fxcellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System Roof System Manufacturer, METAL MASTERS — Notice of Acceptance Number: 14-Q123.06 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: 391 P 2: 68.1 P 3: 1aQ.7 Maximum Design Wind Pressures, (From the NOA Specific system): 114.25 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: T 171.2" Roof Mean Height: KI ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: 24 " o/c Perimeters:EI " o/c Corners: IV . I " o/c Number of screws required per clip: 2�._j- Perimeter Width: FI ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: #10 PANCAKE HEAD FASTNERS Deck Type: --5/8" Plywood-- Q Optional Nailable Substrate: Optional Nailable SubstratQ At�iment WMCd: _ ..•••• • .... Optional Insulation:$656 • • • • • • • _- i_... • i • Optional Insulation AttachneLZILthod: • Fire Barrier: 0.0000 _ ;ELK VERSASHIELD Underlayment Type: #3D ASTM TYPE II_-____—_---__— Underlayment Fastener Type: 1 1M RS NAILS 6" OC AND 12" FIELD Optional Peel & Stick Membrane: ._. J , I - t Metal Roof Panel: PAC STEEL PANEL Drip Edge e Size & Gauge: --3"face 9I---- _ - Drip Edge Material Type: --Galvinlzed Metal — E Drip Edge Fastener Type: 1 1/4 RS NAlLS�� Hook Strip/Cleat gauge or weight: Select Hf ook strip -- MiAMilDADE MIA-All-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIN[STRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) WNVIV.mi::midadc.aovicco:io:i,� Metal Master Shop, Inc. 7484 NW 8 ST Miami, FL 33126 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 sllall not be valid after the expiration date stated below. Tile Miami -Dade County Product Control Section (In Miatni Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve thelight to 1hN �lxs proda fit• • • or material tested for quality assurance purposes. If this product or material fails to petfoA)j jil the accepte4Witrner, the • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,otypdify, or 4i;Pt d the use, •.;, of such product or material within their jurisdiction. RER reserves the right to revoke thicaclalitance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to rueet ttre requiremei�is • •: of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Isleftialhilding Ebde • • 0 • • • including tine High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • • • • • • • DESCRIPTION: PAC-150 24 ga. x 12" thru 20" Wide Steel Panel over Plywood • 0 %•••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state sill € 14owing • 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 I through 5. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 14-0123.06 MIAMI•DADE COUNTY Expiration Date: 02/20/19 r—wi m Approval Date: 02/20/14 Page I of 5 ROOFING SYSTEM APPROVAL: Category: Roofing Sub -Category: Metal, Panels (Non-Stivctural) 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. PAC450 Clip Length: 2" TAS 110 Height: 1.625" Width: 0.875" Thickness 24 ga EVIDENCE SUBMITTED: Test Agency Valspar Valspar Fenestration Testing Architectural Testing Test Identifier Lab Form Lab Form 13-852 C8009.01-450-18 . . .... ...... Corrosion resiSPant,24 gauge W clip or 24. stainless s�t�e�}: fp. "" """ ga. . ...... . . . . 000000 •..• 00:0. .*a Test Nance 1' imt • • Date • ASTMeB IIW :""` • . . ...... •• • •• • • • . . ASTM G 23 • • • TAS 100 06/11/13 TAS 125 06/17/13 NOA No.: 14-0123.06 Mtl1MI•DADECOUNTM Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 2 of 5 APPROVED ASSEMBLIES: System: PAC-150 24 ga. x 12" tlru 20" Wide Steel Panels over Plywood Deck Type: Wood, Non -insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing t5/32" or greater plywood. Slope Range: Maximum Uplift Pressure: 2": 12" or greater See Table A below Deck Attachment: 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 than19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment; Minimum underlayment shall be an ASTM D 226 Type H installed with a minimum 4" side -lap and 6" end-Iaps. Underlayment shall be fastened with corrosion resi. tau4tin-caps and 12 gauge 1 '/a" annular ring-sliank nails, spaced 6" o.c. at oil laps and W4 cteggered .... �. rows 12" ox. in the field of the roll or any approved underlaymeiqt having a ctwmit NOA. . • Fire Barrier: ...... .... ...... Any approved fire barrier having a current NOA. Refer to a cppp:� fire directoly listing for • fire ratings of this roofing system assembly as well as the locat"i.Qf the firg bander witho? • • • ; the assembly. See Limitation # 1. .... .. ..... ys: Valle00 il Valley construction shall be in compliance with Roofing Appl�c�at�orrStand� �1� 133 • • • • • and with the current published installation instructions and deWl� ju.PAC Contr actors • • Association's Installation Manual. ; . ; • • • • ; Metal Panels and Install tine "PAC-150 1.5 Steel Panel" including flashingene&-atious? valle s, end laps all...: Accessories: accessories in compliance "PAC Contractors Association's" current, publishec►k sra I tion • 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 3sf Maximum Clip Spacing 24" o.c. 6" o.c. 12" o.c. Panel Seam 900 degrees 90" degrees 1801 degrees 1. Extrapolation shall not be allowed 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 pact 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 couriers). 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. MiA -DADS COUNTY • . . .... ...... 5. All products listed herein shall have a quality assurance audit in accordance with th; • * • � �a BuiI*dTn • Code a...... p q ry e Fla�tl 1; � Rule 61 G20-3 of the Florida Administrative Code. .... .. : " 6. Panels maybe shop or jobsite roll formed with machine model # 100801 or 109212207 • from PAC Ebntractdrs ; • • • Association. ...... .... ..... .. .. .... ...... . . . . ...... N'OA No.: 14-0123.06 MIAMi°DARE COUtJTY Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 4 of 5 PROFILE DRAWINGS go U"REE 180 /SEAM / SEAM // SEAM END OF THIS ACCEPTANCE NOA No.: 14-0123.06 Expiration Date: 02/20/19 Approval Date: 02/20/14 Page 5 of 5 i+'111kiWrGlCI= DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION , NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DADS 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, 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 rig4t. tq have this product or material tested for quality assurance purposes. If this product or material fails to gerform'iV.JVaccepjgd • • • manner, the manufacturer will incur the expense of such testing and the AHJ may imunodi ita'ly revoker modify, or suspend the use of such product or material within their jurisdiction. RER reserves the rightrtQdievoke titNeacceptanoet.:. if it is determined by Miami -Dade County Product Control Section that this product d"ftt2R0rial fails to meet, requirements of the applicable building code. .... . .. ..... This product is approved as described herein, and has been designed to comply with. tho, Florida Baulcling Coda..' including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • • • • • • • . . . . ...... DESCRIPTION: VersaShield® Fire -Resistant Roof Deck Protection and VersaShjeld®•y§oloT` Moore-kesistant • 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. NOA 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® SoIoTM 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 Test Product Applicant Dimensions Specifications Description VersaShield Fire- 42" x 100' rolls ASTM D 226 Non -Asphaltic fiberglass -based undg*rjWrnent Resistant Roof Deck Type H and/or fire barrier. '..' .... • • .... .' Protection ...... .... ...... VersaShield® SoIoTM 72" x 166.7' rolls UL790 Non -Asphaltic fiberglas's Bdsed sli4g4edtind/oi' ' Fire -Resistant Slip Sheet 36, x 166.7' rolls .... fire barrier. . .. ..... • • • • • • �. .. .. .... ...... MANUFACTURING LOCATION: • • • • • • • • 1. Conover, NC . . . . ...... ; • • • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials GAF-270-02-02 ASTM D 226 11/15/10 Technologies GAF-748-02-01 ASTM D 226 12/12/16 ELK-063-02-01 TAS 100 09/27/01 Underwriters Laboratories Inc. 99NK45831 UL790 03/21/00 l ONK11990 UL790 05/18/11 R19254 ASTM D 226 09/13/01 08CA37926 UL790 09/23/09 08CA49140 INSTALLATION: 1. VersaShield Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® 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. NOA No.: 16-1216.02 MIAMI•DADE COUNTY 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 SoloTM Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTM 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® SoloTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoloTM 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® SoloTM 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 compatibility of the products, wind uplift resistance, and fire testing results. .... ...... 6. VersaShield Fire -Resistant Roof Deck Protection and VersaShield® SoloTM Fire-Re*-stant!Slip ShaeVi re a non-* e asphaltic underlayment that may be used as a fire barrier for prepared roof assemblle*si *or fire classification of specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection o4 VgrsaShie4d1 SoloTM FffL'-••; Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratings of this;product. ..... 7. All products listed herein shall have a quality assurance audit in accordance with tht*91t la Building Code M;- - Rule 61G20-3 of the Florida Administrative Code. "" . . . . ...... LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name o `toEa, 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. MIAMI•DADE COUNTY 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 NOA No.: 16-1216.02 MIAMI•DAD; CouNTY Expiration Date: 02/07/22 Approyal Date: 02/02/17 Page 3 of 3 U1 J/20 ; 3 UL Product Spec Quickly find, specify, or verify UL Certified products for your projects. 1. HOW DO YOU WANT TO SEARCH? 2. RE'SLI S Roofing Systems •••• . . .... ...... See General Information for Roofing Systems • .... . .. ..... PETERSEN ALUMINUM CORP ...... .I1.4293..:..' 100.5 TONNE RD '• •• •••• •••••• ...... •. ELK GROVE VILLAGE, IL 60007-4817 USA . . . . ...... •••••• Coated Steel and aluminum panel identified as "Snap-On Standing Seam", °High Sna{�-bn • 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", "54- Crimp" and "PAC-150". One or more layers of GAF "VersaShield Underlayment", mechanically fastened or loose laid, may be used in lieu of the barrier board in all combustible Classifications, installed directly underneath the metal panels. OTHER SYSTEMS Class A 1. Deck: NC Incline: No Limitations Impact: Class 4 Barrier Board: — 1/4 in. min G-P Gypsum DensDeck®. or 1/4 in. min United States Gypsum Co. SECUROCK® Glass -Mat Roof Board (Type SGMRX), National Gypsum "DEXcell Glass Mat Roof Board" or "DEXcell FV Glass Mat Roof Board". 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 2. Deck: NC Incline: No Limitations Impact: Class 4 Barrier Board: — 5/8 in. min plywood. htip://productspec.ul.com/document.php?id=TGFU.Rl4293 1/3 1/1012013 UL Product Spec Iheef (Optional): —Any UL Classified Type G1; G� or G3 base/ply sheet, Type 15, 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel roofing panels, mechanically fastened. 3. Deck: NC Incline: No Limitations Impact: Class 4 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. 4. Deck: NC Incline: No Limitations Impact: Class 4 Insulation: — Polyisocyanurate, glass fiber, perlite or wood fiber, any thickness Ply Sheet (Optional): —Any UL Classified Type G1, G2 or G3 base/pJy gheet, Yyl;e 15, ••' 20 or 30 felt or UL Classified prepared roofing accessory or GCP Applied Techndogies ....% Inc. "Ice and Water Shield". •••*•• Surfacin •••••• g: -Steel or aluminum roofing panels, mechanically fastentea". �'••:• 5. Deck: N"C incline: No Limitations Impact: Clas's'4 �• •• •••• •••••• Surfacing: = Steel roofing panels mechanically attach'ed'to metal pwrlin6. :•.••: 6. Deck: C-15/32 Incline: No Limitations Impact: Class 4 '• • Barrier Board: — 1/4 in. min G-P Gypsum DensDeck® or 1/4 in. min United States Gypsum Co. SECUROCK® Glass -Mat Roof Board (Type SGMRX), National Gypsum "DEXcell Glass Mat Roof Board" or "DEXcell FV Glass Mat Roof Board with all ioints 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 GCP Applied Technologies Inc. "Ice and Water Shield". Surfacing: — Steel or aluminum roofing panels, mechanically fastened. Last Updated on 2016-06-22 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Desig`ris; Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications�Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". http://productspec.ul.cbm/document.php?id=TGFU.Rl4293 2/3 HIP / RIDGE DETAIL FLASHING COMPONENTS 3/4'TURN-UP HIP/RIDGE FLASHING PAC-150PANEL WITH Z CLOSURES PAC-150 CLIP W/2- #10-13 FASTENERS (MAX 8' FROM 7 1 #10-14x 1' FASTENER PLYWOOD DECK 2 SEALANT (AT VERTICAL LEG & UNDER:'Z') KEYNOTES: • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN • • • • • • • • • • • • e CUP AND FASTENER MATERIAL! GALVANIZ50 WHEN STEEL PANELS ARE LMLIZED; STAINLESS STEEL WHEN ALUMIq=UM PANEL4AR%t LltD, y r • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 5/8" MINIMUM THREAD LENGIN • • • • • • • • • • • PLYWOOD DECK MUST SEA MINIMUM OF S/8" THICK • • • • • • • • • •• ••• •• • • • •• Q Z"COMPONENT - e MINIMUM HEIGHT: 118" CLEARANCE OF PANEL RIB • FASTENED AS FOLLOWS: 12-& IS- PANELS (4 FASTENERS PER PANEL MINIMUM); iS"PANELS (8 FASTENERS PER PANEL MINIMUM) • FASTENING LEG: 1 1/4' MINIMUM TOP LEG: 1 112" MINIMUM • • • • • • • • • • • '7' MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: i/8" MAXIMUM GAP • • • • • s • s • • • • Q • • • • • • • • • • SEALANT • • • • • • • • • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 2" • • • • • • • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS h� 1"TAPE WIDTH OR 1/2" BEAD WIDTH PRIOR TO COMPRESSION COVER HEMMED 1"AND FULLY ENGAGED TO 'Z" CLOSURE. '• { "'_� �L vE: e�SiN ALL; 1NUA: ® FIRST PANEL CLIP TO BE LOCATED A MAXIMUM0F8"FROM'2-COMPONEN7. • • • • • • • • • v' •l: • is is 4.; . ..:...... . .....:.::... VALLEY DETAIL (One Pieced FLASHING COMPONENTS PAC-150 PANEL PAC450 CUP W/2- #10-13 FASTENERS (MAX 8' FROM PANEL END) Q2 THERMAL CLEARANCE O Qi VALLEY FLASHING O #12-14x 1" FASTENER (6" O.C.) PLYWOOD DECK • •• • • • • ••• • •• ••• •• • • • •• KEYNOTES: TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • • • • • • • • CLIP AND FASTENER MATERIAL;GALVANIZEDWHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHENALUAR44fPA*LS42E=I't14ZEQ.• • • CLIP FASTENERS MUST BE OFSUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY &V MINIMUM THREAD LEI*GTK • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 8/8" THICK. • • • • • • © VALLEY FLASHING FASTENED AT MAXIMUM S"ON-CENTER SPACING. (%? PANEL HEM THERMAL GAP CLEARANCE MINIMUM 1 12"HEM WITH la"CLEARANCE (CONSULT FACTORY), FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM PANEL END. • • • s • • • • • • • • #10-14x 1" FASTENER (6' 0. C.) op- 6 PAr-CLAD .e ELTE RsiEN—ACU NFM!"M �xl �/>� DETAIL PAC-150 PANEL AL PLYWOOD DECK Q #10-14 x 1 ` FASTENER (12' O.C.) PAC-150 CLIP W12- #10-13 FASTENERS (MAX. 8' FROM EAVE) 2 FIELD CUT & BEND RETURN IN PANEL. APPLY SEALANT & HOOK 7 - RETURN OVER EAVE FLASHING, IV EAVE FLASHING #10-12 x 518' FASTENER (12" D.C.) CLEAT (24 GA. MIN.) • •• • • • • ••• • •• ••• •• • • • •• KEYNOTES: • TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTfUZED, STAINLESS STEEL WHEN ALUVRW IIAV.S AREVIUZEO-O • • • • CLIP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BY 518" MINIMUM THREAD LEIIGT*I. • • • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 51e THICK. • • • • • • • • • • • • • •• • • • • • • © EAVE FLASHING HEM EDGE 1 112" MINIMUM, • • • • • • (Z PANEL HEM AND THERMAL GAP CLEARANCE MINIMUM 11)2-HEM WITH I/2"CLEARANCE. (CONSULT FACTORY). © FIRST PANEL CUP TO BE LOCATEDA MAXIMUM OF 8" FROM EA VE. Q ROOFSIDE FLANGE SHOULD BE STRIPPED IN WITH APPROVED UNOERLAYMENI: s•• • • • • ••• • • ® CLEAT 24 GA. MINIMUM. • • • • • • s • • •�- • - • _..............:....................:..:..........®/Ar'._�l.l�:..C�.,A..CLttAtr':...1�'�,/��'1':`,rZ'...�.�.�►�.'�.eirar, P_C — L SCE DETAIL W/2- # PAC-150 PANEL FLASHING COMPONENTS x 1 " FASTENER (12" O,C.) LNT RAKE FLASHING #10-12 x 5/8" FASTENER (12" O. C.) CLEAT (24 GA. MIN) .• .•. . . . . . .• . .... • . . . • .. •.. . KEYNOTES: •• ••• •• • • • •• 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,%" MINIMUM THREAD L.NG H. • : • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF & M" THICK • • • • • • • • ••• • ••• • • Q RAKE FLASHING: • • • • • • • • • • • • HEMMED DIMENSION: i 112" MINIMUM; 2" MAXIMUM • • • • • 000 • • • • DECKSIDE 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 SEALANT CAN BE TUBE OR TAPE SEALANTAND MUST BE CONTINUOUS,i,� PA � «@ L D t h.�r ..7 -Q CLEAT. 24 GA. MINIMUM. •:• •:• 1;y D[ RSi".cut✓3,!rs . .. ... .. ... .. .. .. t... . ... .. .... ..... : ... ... ! yr t : r'> { 0 PEAK DETAIL ® PAC-150 CUP 3/4" TURN -UP W12- #10-13 FASTENERS (MAX. 8" FROM 7) PAC-150 PANEL J OO SEALANT (AT VERTICAL LEG & UNDER Z) PLYWOOD DECK Q #10-14x 1'FASTENER PEAK FLASHING #10-12 x 518" FASTENER (12' O,C.) CLEAT (24 GA MIN.) KEYNOTES: • TRIM FASTENERS ARE SELF —DRILL PANCAKE HEADAND MUST BE INSTALLED IN A STAGGERED PATTERN. • CLIPAND 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 518- MINIMUM THREAD LENGT • • • • • ri • • • • • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 518" THICK. j • Q 2'COMPONENT • • • • • • • • • • • • MINIMUM HEiG117' 1/6"CLEARANCE OF PANEL RfB • • • • • • • • • • • • • FASTENED AS FOLLOWS: 12" & 16" PANELS (4 FASTENERS PER PANEL MINIMUM); 18"PANELS (8 FASTENERS PER PANEL MINIMUM) e FASTENING LEG: 1 1/4"MINIMUM TOP LEG: 1 112" MINIMUM • 'T' MUST BE CUT TO TIGHT FIT OFPANEL DIMENSION: 118" MAXIMUM GAP 0 SEALANT • ••• • ••• • • • TUBE OR TAPE SEALANT 1S ACCEPTABLE BELOWTHE'Z" • • • • • • • • • • • • • • TUBE SEALANT PLACED AT LiACKSIDE OF VERTICAL LEGS • • • • • • • • • • • • • I. TAPE WIDTH ORI/2"BEADWIDTHPRIOR TOCOMPRESSION • • • • • • • • • • • • PEAK FLASHING: HEMMEDI"AND FULLY ENGAGED TO'Z"CLOSURE Q FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8" FROM Z" COMPONENT: 0 CLEAT,' 24 GA. MINIMUM, • • • • • • • • • • • • t: o: ,.r. .. ........ . ....:......: ,........:.:..:,.: .. ,:...., .. ... ., y, - : - is : ` PAC -CLAD Q D.i LftS£F: GLUrf,;,,u:7 LF HEADWALL DETAIL W1 RECEIVER SAWCUT sO FASTENER (12" O C.) - EXTEND UNDERLAYMENT - UP WALL 3/4' TURN -UP Q #10-14x 1" FASTENER - SEALANT (AT VERTICAL LEG & UNDER Z') COUNTER FLASHING W/REGLET& Z"CLOSURE 101 PLYWOOD DECK PAC-150 CUP W/2- #10-13 FASTENERS (MAX. 8" FROM Z") PAC-150 PANEL FLASHING COMPONENTS KEYNOTES: • TRIM FASTENERS ARE SELF4:0LL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • • • • • • • • • CUP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED; STAINLESS STEEL WHENALUMINU4 PANELS ACE OraEd • • • • • CUP FASTENERS MUST BE OF SUFFICIENT LENGTH TO PENETRATE PLYWOOD DECK BYW"MINIMUMTHREAD LENGTH. • •• • • • • • • • ••• • • • • • PLYWOOD DECK MUST BE A MINIMUM OF 61,8" Th7CK. • • • ® 'Z"COMPONENT • MINIMUM HEIGHT: lAr CLEARANCE OF PANEL RIB • FASTENEDAS FOLLOWS: 12" 8 16' PANEL$ (4 FASTENERS PER PANEL MINIMUM); 18" PANELS (6 FASTENERS PER PANEL MINIMUM) •0 • • • • • • • • FASTENING LEG: i 114" MINIMUM TOP LEG: 1 112' MINIMUM & • • • •Z•' MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION; 118" IMUM GA • MAXP • • • • • • • • 000 • • Q • • • • SEALANT • • • • • • ' • • • • • • • • • TUBE OR TAPE SEALANT ISACCEPTABLEBELOW THE Z' • • • • • • ? • TUBE SEALANT PLACED ATBACKSIDE OFVERTICAL LEGS Piro • 1"TAPE WNDTH OR 14'BEAD IMDTH PRIOR TO COMPRESSION - - COUNTER FLASHING: HEMMED I"AND FULLY ENGAGED TO'2"CLOSURE. • • • • • • • • • • • ,h,�� yy, Q FIRST PANEL CLIP TO BE LOCATED A MAXIMUM OF 8" FROM Z" COMPONENT: • f... t, 4.r., F ■I (/�� /ram i�Ory .,.: r .,.. 1 .... .... _ ..:. ... ... tING IL .. :. .. ....... :.... .., ........: .:..... ; ..: :frYw'F��:di=r:Evirt;><v��it?r;is;'^:p.E�:'<.••'`':.•:;>:.':':::�`.r�''(:tr::,��=`:;'.��;ti3: . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . RAKE WALL DETAIL WIRECEIVEI?: .... . . ..... . ... . . . . . ... . ... . .. • • . •• ... •• 00 :0::: ... . • • . • . . . • .. .. . ....... SAWCUT Q FASTENER (12. O.C.) 1 RAKE FLASHING W/ REGLET _z -- & J• CLOSURE � r a FIELD FORM PANEL LEG . TO I. D. OF 7 CLOSURE EXTEND UNDERLAYMENT IL • UP WALL -- #10-14 x 1 `FASTENER (12" O.C.) ` 2 CONTINUOUS SEALANT PLYWOOD DECK PAC-150 CLIP W/2- #10-13 FASTENERS PAC450PANEL FLASHING COMPONENTS KEYNOTES: TRIM FASTENERS ARE SELF -DRILL PANCAKE HEAD AND MUST BE INSTALLED IN A STAGGERED PATTERN. • CLIP AND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELSARE UTILIZED. STAINLESS STEEL WHEN ALUMINUM PANELS ARE UT1LlZE0. • CLIP FASTENERS MUST BE OF SUFF7CIENTLENGTH TO PENETRATE PLYWOOD DECK BY MINIMUM THREAD LENGTH, • PLYWOOD DECK MUST SEAMINIMUMOFSS"THICK. (D RAKEFLASHING. • PANEL LEG MUST BE FORMED TO WTHIN lla" OF J-CHANNEL WES. DECK SIDE LEG SHOULD SEA MINIMUM OF 3" LONG WITH FASTENER LOCATED 2" MAXIMUM FROM EDGE ° r-cHANNEL FOMED To HEIGHT OF PANEL Pie. Q) -SEALANT CAN BERUBE DR TAPE SEALANT AND MUST SE CONTINUOUS. ® _ d :f} 6 A aLAD rl a[lEk,£N ALWWINUM' ..A AR, . f C ' ..:..::.. . (D #10-14 x 1' FASTi #12-14x 1" FAST C7b #12-14 x 1' FA,4 KEYNOTES • TRIM FASTENERS ARE SELF•DRILL PANCAKE HEAD AND MUST BE INSTALLED INA STAGGERED PATTERN. • CUPAND FASTENER MATERIAL: GALVANIZED WHEN STEEL PANELS ARE UTILIZED: STAINLESS STEEL WHENALUMINUM PANELS ARE UTILIZED. • CLIP FASTENERSMUSTBEOFSUFFICIENTLENGTHTOPENETRATEPLYWOODDECKBYWMINIMUMTHREADLENGTH. • PLYWOOD DECK MUST BEA MINIMUM OF518"THICK © 7'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 jfINIMt j • • • • • • • • • FASTENING LEG: 1 114" MINIMUM TOP LEG 1 12" MINIMUM • • • • • • • • • • • • • • • 7" MUST BE CUT TO TIGHT FIT OF PANEL DIMENSION: 118" MAXIMUM GAP SEALANT • TUBE OR TAPE SEALANT IS ACCEPTABLE BELOW THE 7" • TUBE SEALANT PLACED AT BACKSIDE OF VERTICAL LEGS • • • • : • : • • : : • • • • 1"TAPEWIDTHOR 12"BEADWIOTHPRIOR TOCOMPRESSION • • • • • • • • • • • s (2) TRANSITION FLASHING: HEMMED i'ANDFULLY ENGAGED TO'Z"CLOSURE. • • • • • • • • • ® FIRST PANEL CLIP TO BE LOCATEDA MAXIMUM OF 8" FROM'2' COMPONENT, • • • • • • Cy RETAINER CLIP FASTENED 70 SUPPORT PLATEAT 6.O.C. STAGGERED PATTERN. PANEL HEM THERMAL GAP CLEARANCE: MINIMUM 112' HEM WITH 12" CLEARANCE (CONSULT FACTORY) SUPPORT PLATE: 20 GA. MINIMUM . • • • • • • • • • • • r; MYi? PAC -CLAD. +'. 1ET ER5 Eli A!.L'fr. I,' L P:. PANEL LAP DETAIL NOTCHED PANEL PANEL CLEAT PANCAKE HEAD FASTENERS EQUALLY SPACED. 4 PA. FOR 10" & 12" O.C. PANELS, 6 EA. FOR 16" & 18' D.C. PANELS. . . WNTINLUMS BEAD OF SEALANT .. . . . •• . • . ... . ... . . . . . . • . . . . . . PANEL CLE:T*, Soo NOTE LAPS MUST BE STAGGERED Z OR 4'. ,'-€�..'.',![7�'.�•'}:'.';;f�:�t`'};.:�.�.:�.�:.':'�'�:•):..:.:..'.:•;�7➢(.�:�'�:'�).{'r�;:';,:.::;i.�.:..,.'..,ft;f��:�.!�+:�.':.'.�a`rii'�"�;;;;5.::$:"`'::':�`.::``:;�:i_ PA. C-CL A 0 '� ?CTLRSEH A,UNIN I'.. ROOF PANEL. STYLE MAY VARY, 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 MANUFACTURER'S 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 1D2 NORTNPOIN7 PAPXwAY,fily0102 Aq'+ORT1 GA 30102 111:77-04.7-0075 FAX-770420.2= . . . . . . . . . . L TYP VENT PIPE DETAIL