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REV-16-2261BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG2016 BY: FBC 20 ` Master Permit No� _C I b 4Q v 2. Sub Permit No. ()ley I b -2261 BUILDING ❑ ELECTRIC 4OOFING ii21tVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 a II 1" Q 46 it City: Miami Shores County: Miami Dade Zip: 33118 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: Ia H i€ q 6 S K4n\5 j S Lot€5 City: /ver Tae I Pk( Aadt S State: FL. Phone#: zip: 331?8 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 5�'Y1� /; ✓► Address: 1711 S- 5 -' / 8 23 5-1- v/V( 'LO `t City: a- vr2 State: -PL Qualifier Name: J c) -tila✓� vJ Phone#: vAL 3 7-4 9? (3, zip:3 3 r?-� / Phone#: y -D �0 374E !C 1(07 State Certification or Registration #: CCC /3 3 bg 1.f2 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 5,50o Type of Work: Addition ❑ Alteration State: Zip: Square/Linear Footage of Work: 312 ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1/f iv 14 aO of fool F brie / Nli✓ lao of F)e.# I-onf Specify color of color thru tile: Submittal Fee $ Scanning Fee $ b Technology Fee $ Structural Reviews $ (Revised02/24/2014) nr Permit Fee $ CCF $ Radon Fee $ _ - _ DBPR $ Training/Education Fee $ ._ . CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 0 14.. 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. Signatur OWNER or AGENT The �foreggoing instrument was acknowledged before/me this C'��',� day of 'A03 , 20 I CP , by I�-�► t-1�' Rh ES, who i personally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: The foregoing instrument was acknowledged before me this SIVI day of V , 20 1 CP , by Jes? NIQ✓4t 2- , who is ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 4, BARBARA PALENZUELA 1 •1 MY COMMISSION #FF053407 tid'` EXPIRES Septemb r 11 (407) 39&4153 FloridallotarySo co. APPROVED BY (Revised02/24/2014) G Seal: Plans Examiner ,�Nepg�aNdTh� r•>J7 a5 7 a1a . `` iaa o\sS' Stru ur dtevj , ddb Ld;c(a° Zoning Clerk Master Permit No. Contractor's Name lad Job Address ROOF ASSEMBLIES A Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Ac ) ( 1(8D 3`co>Q % I- h,e 2 s d - Process No. ti Low Slope 0 Asphaltic Shingles IiY New roof 0 Repair Low Slope Roof Area (SF) 120 rrvcc/r-1 Sko-eS, FL 33/38 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance 0 Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof AREA (SSF) 1q Total (SF) 4311. Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes- Section B (Roof Plan) 1 1 1 1 1 ____P-ceyi,L10 -2_61 Recovering 0 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. ;Include limen- 1 sions of sections and 1401.•,1%), .G=Ity Iuclittly Ullf1v11Sluru of elevatea pressure zones and location of parapets. 't ' •1 • W l Pool . 4. l jj I^ I 1 •• • • • N •, • • • i \. • • • • • • • 1•• •• ��+ ••1 • :• I � • • I D• • - •• I••• • • I • • • • • • • • • • •• • • • • •••• • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)• • • 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to Liccnse Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL I1 1 1 1 1 1 1 1 I • a _) w l _ i 1 t_ u Cr • •• • • • • • • •• • • • • • Scction C M IAIM1-�14DE COUNTY Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" FM in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF Product Approval (NOA):113-1022.15 System Type: E Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: rj (P2) Perimeters: -42.8 (P3) Comers: psf [71.7 -108.0 psf psf Maximum Design Pressure From NOA: -52.5 Roof Slope: 1 0.50 " : 12 Roof Mean Height: Parapet Walls: No O Yes Parapet wali Height: psf 14 Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: —5/8" Plywood -- MEI " o/c INA ft NA SAME Fire Barrier. NA Vapor Barrier. INA Anchor Sheet: INA Anchor Sheet Fastener / Bonding Material: INA Insulation Base Layer Size & Thickness: FNA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: INA Base Sheet(s) & No. of Ply(s): I GAF GLASS BASE 75# (1) PLY Base Sheet Fastener/ Bonding Material: 1-1/4" RS NAIL AND TIN CAP 1-5/8" Ply Sheet(s) & No. of Ply(s): GAF PLY IV (2) PLIES Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT ft. GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: I HOT MOP ASPHALT Surfacing: GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: INA Single Ply Sheet Wldth: NA " 1/2 Sheet Wldth: Frt. No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: n " o/c (c Laps & rows EJ " o/c 2. Perimeter. [ 1 " o/c © Laps & rows ! { " o/c 3. Comer: r--1 " o/c © Laps & n rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: NA 2. Perimeter. 3. Comer. r-7. Insulation Fastener Type : INA WOOD NAILER TYPE AND SIZE: 11"X 8" FASCIAL Wood Nailer Fastener Type and Spacing: 1#12 WOOD SCREW EDGE & COPING METAL SIZES: Edge Metal Material: --Galvanized Metal— Edge Size: 3" face 26 ga.— Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: .••• 1-1/4" RS NAIL 4" OC • • .__A • 4 .•. • Coping Material: 1 -SELECT PARAPET.V I I,I. COPIIVAMATERIAL-, . Coping Size: —SELECT COPING Met4L trZE OR THICKNESS. Hook Strip Size: —SELECT COPING.METAt HOOItS't1 SIZET. • •. Parapet Coping Metal Attachment: • .. • NA • • - • •• •• • • . • • • •• • • . •• • • • •.•. • • • • • • • • • Insulated Naitable Deck With Edge Nailer MIAMICE COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Interplies Base Sheet Anchor Sheet Roof Deck Base Layer of Insulation Top Layer of Insulation Drip Metal Continuous Cleat Wood Nailer I Roof Mean Height: 171 ft. Drip Metal: 3"x3" galv 26g Continuous Cleat: NA Surfacing: (GRANULES Top Ply: IGAF MINERAL CAP SHEET Interplies: GAF PLY IV Base Sheet: GAF GLASSBASE 75 # Top Layer of Insulation: NA Base Layer of Insulation: NA Wood Nailer: 11 X 8 FASCIAL BOARD Wood Nailer Fasteding:•. I#12 WOOD SCREW46140C •••.•. ••••: . . Anchor Sheet:.... ••••I . INA .•.. Deck Type: • • •. •. 'PLYWOOD 5/8" : • : . • • • •••• . •.., •• • •• . ••••11 . . . • • : . • • . 1 u1"uatt.hju - 1\Vvuiig .ayawaaiu The use of gypsum board under any of the following Class A, 8 or C systems does not adversely affect the rating. The use of tea -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene Insulation board between minimum 3/4-1n. thick perlite board and deck with rosin paper (perlIte/rosin paper/polystyrene/perlite) Is a suitable alternate for polylsocyanurate board in the following Class A, 8 Or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas polylsocyanurate Insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra -Flexible PIy 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perilte Insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3-gal/100- ft2. "Ruberold® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberold® 20" or "Ruberoid® 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberold® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used In Iteu of "Ruberold® Mop" SBS products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perilte/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type GS or "GAFGLAS® Ply 4" or "Tri-PIy® PIy 4" or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. peck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or pertite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies 'Type G1 or "GAFGLAS® Ply 4" or'Trl-PIy® PIy 4" or "GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-PIy® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap'" '" BUR Mineral Surfaced Cap Sheet.' 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perilte, wood fiber, glass fiber, polyisocyanurate, urethane, perlIte/polylsocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -In. maximum. Ply Sheet — Two or more plies Type G3 "GAFGLAS® PIy 4", 'Trl-PIy® PIy 4" or "GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or "GAFGLASO EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32 Incline: 1 • • .• • • •• • • • • • •••• •• • SlipO Sheet (Optional): ): — Red rosin paper, nailed to deck. •t Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered w wth • OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive.• Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Pty® #75 Base Sheet" (may be nailed). •••• •••••• • Ply Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -Ply® Ply 4" or GAFGLAS® PIy 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Pty® Mineral Surfaced Cap Sheet: or 'iGAFGLAGar • • • EnergyCap'" BUR Mineral Surfaced Cap Sheet." • • • • • �• • • • • Surfacing (optional): — "TOPCOAT® EnergyCote""" applied at a rate of 2-gal/100-ft2. • 5. Deck: NC Incline: 3 • • • • • • • • • • •• • • • • • • • • •••• • • • • • •• • t.0^•r/rl. tohoeP :,1 r•nm/r•tri-hin/XYV/lemnlate/LISEXT/1FRAME/showpage.html?name=T... 2/23/2012 MIAMEDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF . 1361 AIps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.ndamidade.eov/econonry 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 AH3 (in areas other than Miami, Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. 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 displaredpthe n 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 distrtlau4ors and shall be available for inspection at the job site at the request of the Building Official. . This NOA renews and revises NOA No. 13-0424.09 and consists of pages ' through 16. • • • • •• The submitted documentation was reviewed by Jorge L. Acebo. MIAMNDADECOUNTY APPROVED • . . .. .. . • . . • . • .NOA.No.:13:11122?1 ExpiVstign Date: 11/441,18 Approval Date: typist* Page 1 of 16 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: MIAMIOADE COUNTY APPROVED FireOut"Fire Barrier Coating, VersaShield° Fire Resistant Roof Deck Protection or Securock"Gypsum Fiber Roof Board. GAFGLAS® #80 Ultima."' Base Sheet, Stratavente Eliminator"' Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat-Weld" 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum .Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly"6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'" #12 Fastener or Drill -Tec'" #14 and Drill- Tec"3" Steel Plate, Drill -Tec AccuTrac® Flat Plate or Drill -Tec"" AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —4S psf. See General Limitation #7) GAFGLASO° Flex Ply"' 6, GAFGLASO° #7S Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure --52.5 psi: See General Limitation #7) GAFGLAS® #80 Ultima.'" Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec #12 Fastener or Drill -Tec'" #14 Fastener and Drill -Tec'" 3" Steel Plate, Drill -Tec'" AccuTrac® Flat Plate or Drill -Tec'" AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c;i : the field of the sheet.• • (Maximum Design Pressure --60 psf. See General Limitation•+a• ; • • • .• • • • • Any of above Base sheets attached to deck approved annular nni &raaik nails and3" inverted Drill-Tecn' insulation plates at a fastener spacing of 94 o c al the 4" l•ap a•stener • • • • in two rows 9" in the field. • • • (Maximum .Design Pressure —60 psf. See General Limitation•#t7)„ .• • • .. .. • • • . NOA No.: 13.104!15 Explr lion Date: 1/Q4/18 Approval Date» 11146M Page 14 of 16 •. • Fastening Options: (Continued) Ply Sheet: Cap Sheet: Surfacing: GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec #12 Fastener or Drill-TecTM #14 Fastener and Drill -Tec'" 3" Steel Plate, Drill-TecTm AccuTracQD Flat Plate or Drill-TecTh' AccuTrac40 Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum .Design Pressure —7S psf. See General Limitation #7) One or more plies of GAFGLAS® Ply 4 or GAFGLAS' #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) TOne ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoats' Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMFDADE COUNTY APPROVED .••• • • •••• • • • •• • •• • • • • •• • • •••• • • •• • • • •• • • • • • • • • • • • •• •• • • • • • • NOA No.: 1i+!02255 Bxpi jgtlo f Date: J.M/18 /18 Approval Date:011/00p Page 15 of 16 • • • •• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply"" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" DensDeck' Roof Board or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL 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. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. lino recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shaft be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 1 1 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field.. perimeters, and corners). Neither rational analysis, nor extrapolation shall be permittedfor enhanced fastesdSing at • enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this lunitatiin is spaaifica lly • •• referred within this NOA, General Limitation #7 will not be applicable.) • • • 10. All products listed herein shall have a quality assurance audit in accordance with the FlthidtBuilding Cbde and • Rule 61G20-3 of the Florida Administrative Code. •""• •' ' MIAMWACE COUNTY APPROVED END OF THIS ACCEPTANCE• • • • .• • • • • .N04 No.: 142622115 • • Exph 1hiOate: 1.1444 /18 Approval Date: tj4tT6It4 Page 16 of 16 • •