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RF-17-2838Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 74 NE 109 Street Miami Shores, FL 33138- Owner Information Permit Permit NO. RF -1-17-2838 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Issue Date: 11/30/2017 Expiration: 05/29/2018 Address Parcel Number 1121360110340 Block: Lot: 74 NE 109 Street MIAMI SHORES FL 33161- 74 NE 109 Street MIAMI SHORES FL 33161- Applicant ANTHONY & KRISTIN RICHARD: Phone Cell Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 CeII Phone Valuation: $ 12,000.00 Total Sq Feet: 1975 Type of Work: Re Roof Additional Info: RE -ROOF TILE & FLAT 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 $7.20 $4.13 $2.75 $2.40 $275.00 $9.00 $9.60 $810.08 Pay Date Pay Type Invoice # RF -11-17-65786 11/30/2017 Credit Card 11/30/2017 Credit Card Bond #: 3573 Amt Paid Amt Due $ 760.08 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet 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 confor ity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass e res..n.ibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, - UMBI G, ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER. AFF DAVIT: I ce construc ion and oning. Fut A, pori /-d Sig ature: I wner fy t at all rm.re, I the f egoing information is accurate and that all work will be done in compliance with all applicable laws regulating ze the above-named contractor to do the work stated. Buildi Depart ent icant / Contractor / Agent pY November 30, 2017 Date November 30, 2017 1 �GAA �VZ� 3'��Z,r`l Kt( BUILDING 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 -C RIVED NOV 2017 Y: FBC 20I T Sth Master. Permit No. 2t n- 5633 Sub Permit No. El BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ‘4\ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: `1" 7/13P - 0 Occupancy Type: Load: a3'4o OWNER: Name (Fee Simple Titleholder): Address: City: Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: \ 1 5 - A rCJ\AkYOk Phone#: State: Tenant/Lestee Name: Phone#: Email: Zip:l NO FFE: CONTRACTOR: Company Name: Address: _ 1 /U N( -Psi City: \k 1 a ►V; 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. ziSignature —7\0 4( OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 V1 by 2 G day of V , 20 by 1 l,n 5, who is personally known to cn�l a f 0 who is personally known to me or who has produced identification and who did take an oath. NOT P LIC: as me or who has produced identification and who did take an oath. NOTARY .&!i LIC: S L PEREZ State or Florida GC 44769 ires Nov 3.2020 **************** APPROVED BY (Revised02/24/2014) Sign• Prir` Seal: as EL PEREZ Not• y Publ - State o' Florida Co., sion a GG 44769 My Comm. Expires Nov 3.2020 ********************** **** Plans Examiner Structural Review Zoning Clerk 1't IV1 iami Shores Viiiage 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 10050 NE 2nd Ave Miami Shores, FI 33138 Date: Re: Owner's Name: V -Y i P2(c\i\k(A 5 Property Address: N t 16' 91 Roofing Permit Number: Dear Building Official: A I I 51 I� . D aV01 S certify that I'am not required to retrofit the roof to wall connections of my building because: e(rhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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) K Iii sl Cit-rr1-D5 Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the _owner for the above property mentioned. Sworn to and subscribed before me this 20 . day o Notary Public, Sate of Florida at Large \ DANIEL PEREZ Notary Public - State of Florida Commission : GG 44769 My Comm. Expires Nov 3.2020 • When the just valuation of the structure pu a of ad valorem taxation is qual to or more than <OO,0r 0.00E and the building was not'constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contra for for the Roof to Wal /conn ':n Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-011-0340 Property Address: 74 NE 109 ST Miami Shores, FL 33161-7040 Owner ANTHONY RICHARDS KRISTIN RICHARDS Mailing Address 74 NE 109 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,019 Sq.Ft Living Area 1,458 Sq.Ft Adjusted Area 1,724 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value -----$230;635 $-118,007 $163,894 Building Value ( $123,088$123;191 Homestead $110,942 ` $25,000 $1,845 $1,553 XF Value $1,818* Market Value $355,544 $323,043 $276,389 Assessed Value $329,826 $323,043 $276,389 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $25,718 $0 Taxable Value Homestead Exemption $25,000 $25,000 Exemption Value Second Homestead Exemption $25,000 $25,000 $304,826 Note: Not all benefits are applicable to all Taxable Values (i.e County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 2 BLK 215 LOT SIZE 75.000 X 123 COC 24736-2122 07 2006 1 Generated On : 11/13/2017 Taxable Value Information PrevSale 2017 2016 2015 County Exemption Value $50,000 $50,000 $0 Taxable Value $279,826 $273,043 $276,389 School Board Exemption Value $25,000 $25,000 $0 Taxable Value $304,826 $298,043 $276,389 City Exemption Value $50,000 $50,000 $0 Taxable Value $279,826 $273,043 $276,389 Regional Exemption Value $50,000 $50,000 $0 Taxable Value $279,826 $273,043 $276,389 Sales Information PrevSale Price O PBOe k k - Page 9 Qualification Description 06/08/2015 $410,900 29663-0328 Qual by exam of deed 09/27/2013 $280,000 28868-2779 Financial inst or "In Lieu of Forclosure" stated 07/01/2006 $450,000 24736-2122 Sales which are qualified 07/01/2003 $230,000 21528-4657 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 MI IAM I•UADE COUNTY "Delivering Excellence Every Day" Master Permit No: j Contractor's Name: Job Address: Miami -Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Process No: T AND S ROOFING 74 NE 109 ST O Low Slope O Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category O Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Roof Type •• • . • ..• . .• • •9•Palortar/Adhesiive Set.Tila: • • • • ••©• Mood Siirgles/Shakes • .... .. .. 0000 • • • •• .. 0000 • • • • 0 New Roof 0 Re -Roofing 0 Recovering 0 Repair ❑ Mainttnaae • Are there Gas Vent Stacks located on the roof? 0 Yes E No Roof System Information Low slope roof area (ft.2) Steep Sloped area (ft.2) .. . •.• If yes, what type? 0 Naturae•❑ LPGX 1600 Section B (Roof Plan) Total (ft.2) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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'): RECEIVED NOV 1017 G� APPROVED 7nrNING DEPT hE°T -n n ,rn ^•.")CE V',/I) H ALL FF' is . . .. .. • . • • • . • • • .. ... • . .. .... • • • • • . • • . ; •. • • . • ... 4---, • • 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:o pL v de theowner with the required roofing permit, and to explain to the owner the content of the section. The pfdvisidns of ; n tig84402 • • govern the minimum requirements and standards of the industry for roofing system insia11546rfs. Additionally, the • following items should be addressed as part of the agreement between the owner ant the confractor. Thebwner's • initial in the designated space indicates that the item has been explained. ▪ • • ▪ •••• ••• •• . . •• •• ••••• ' 2. " Renailing wood decks: When replacing roofing, the existing woctl r4af deck may.have to be renailed in accordance with the current provisions of Section R4403. (The*oof'desk is usually concealed prior to removing the existing roof system). • • • • •.• . •.. . 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. \wner/Agent's Signature PropertyAdd ess J.z to/1—t D Revised on 7/9/2009 LD;07/01/2015; Co `tractor Signature Date Permit Number �• • . Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope BUR Roof Systems) Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof System Manufacturer: Product Approval (NOA): 14-1030.01 NOA System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 42.8 psf (P3) Corners: (P2) Perimeters: 108 psf Maximum Design Pressure From NOA: (P2) Perimeter (a') Size: Roof Slope: Parapet Walls: ft. ® No ❑ Yes 1121 11111 (P3) Corner Size: a' psf Roof Mean Height psf (x) a' Parapet wall Height ft. ft. 5/8" Plywood Deck— LWIC Manufacturer: Compressive Strength: 11111 psi Support Spacing: Existing Roof (For Recovers Only): ft. o/c 'Fire Barrier: Vapor Barrier: Anchor Sheet: #75 BASE Anchor Sheet Fastener / Bonding Material: 1 1/4 RS NAILS Insulation Base Layer Size & Thickness: 4X4.1gOf01�+y6 S -C Insulation Base Layer Fastener / Bonding Material: ASPHALT TYPE IV Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Number of Fasteners per Insulation Board: Field: L Perimeter: Corner: Base Sheet(s) Base Sheet Fastener / Bonding Material: LAID LOOSE Ply Sheet(s): (2) PLY IV Ply Sheet Fasteier / @finding Material: • ASPHALT al/PE IV ;••••• • To* iP4Sheet: • • • • • • • • • . MINERAL Sijlit/M CAPSHEET - Top Ply Sheet Fastener // Bo g aerial: .•••• • • .•••• • • 1 1 4 RS NAILS • • • . • • ••.••. OptiontPSurf`acing: •.. • • • • • • (P1)Field: Fastener Spacing for Base Sheet Attachment: (P2) Perimeter: (P3)Corner: Lap Spacing 9 6 6 in. o/c in. o/c in. o/c 3 4 4 Row Row(s) Row(s) Wood Nailer Type and Size: 9 6 6 in. o/c in. o/c in. o/c 2X6 PT WOOD BLOCKING Wood Nailer Fastener Type and Spacing: " #13 WOOD SCREWS 12" OC STAGGERED Galvanized Edge Metal -- 4" Face 24 Gauge -- SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: -- SELECT PARAPET WALL COPING MATERIAL -- --SELECT COPING METAL SIZE OR THICKNESS — SELECT COPING METAL HOOK STRIP SIZE Parapet Coping Metal Attachment: Reset Form l ( Print Form Insulated' Bailable )eck Witli Edge Nailer , l "Delivering Excellence Every Day" Mai Miami -Dame County RIVEtZ Electronic Roof Permit Form pppustrraa e Components Noted and DetaNs as ° ppll cabpe: •• • • • • . • •••• • I l 11, lc iicifti Roof Deal'�• .7 i.. a Lar, II • d puvaulvuuro -- Toll Lyra of Moil• p llt Ofl 4 • 1.0 =a1 Du'ui M tali Continuous .1_ - Wood Hailer Roof Mean Height: Drip Metal: 114X4 GALV 24 GA •••• • • • • • • • • • Continuous Cleat: • • • • • •• •••• • • • .•• • • ••• • • • Surfacing: Top Ply: MINERAL SURFACE CAP.SHEE T Base Sheet: STRATAVENT PERF Top Layer of Insulation: ase Layer of Insulation: !4X4 el <red Wood Nailer: 2X6 PT WOOD BLOCKING Wood Nailer Fastening: 3" WOOD SCREWS 1Z Anchor Sheet: #75 BASE SHEET Deck Type: 5/8 CDX PLYWOOD MIAMI•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: 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.miamidade.gov/economy •• • • . • •. • • • This NOA is being issued under the applicable rules and regulations governing the u of sonstru$tfdti • • materials. The documentation submitted has been reviewed and accepted by Miami-I32telC Ciunty RER - . Product Control Section to be used in Miami Dade County and other areas where allfAttl liy the 4tltllor:ty • 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 EountY) • reserve the right to have this product or material tested for quality assurance purposes. If this propetvr material fails to perform in the accepted manner, the manufacturer will incur the expense o such.tgiting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within'th it 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. • •0..• • • • • 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 displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAFGLAS® Ply 4 Tri -Ply® Ply 4 GAFGLAS® F1exPIyTM 6 GAFGLAS® #75 Base Sheet Tri-Ply®#75 Base Sheet GAFGLAS® #80 Ultima'' Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent® Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 RuberoidMop Plus Smooth RuberoidHW 25 Smooth MIAMI•DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D2178 ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 • . • .. Product Descrjptipp. Smooth surfaced asphaltic p'1 sheet rP.ihfQrcDd with fiberglass mat. •••. . . • Smooth surfaced asphaltic plysheet reiirferced with fiberglass mat. • • . • • . Smooth surfaced asphaltic pb ? Sheet reinforced with fiberglass •mat. •' • • .• . Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri -Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat° FireOutTM Fire Barrier Coating VersaShield® Fire - Resistant Roof Deck Protection Dimensions 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield® SoloTM 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSealTM MIAMI•DADE COUNTY APPROVED 1, 5 gallons or 1 qt. tube Test Specification ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. • • •• • • • • • • Granule surfaced asphaltie•oaysheet r$ihfdfc'ed with fiberglass mat. • •.•• • • Granule surfaced asphaltic.c.ap• heet rti•ri3O%Ced with fiberglass mat. Capth;ebbs factors�•oc�ated with TOPCOAT® Energ}k ote Elastoittrit• • • Coating. • • • • • • Solvent -based thermopla$tic ifitber • sealant designed to protecf and Yestore aged:•oof surfaces and to increase roof reflectivity. • • Water-based elastomeric coating Water based, low VOC primer designed to block asphalt bleed -through. Low VOC, water based fire barrier coating. ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier ASTM D146, D828, D4869, D6757 TAS 139 Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 • • • • APPROVED INSULATIONS: Product Name EnergyGuardTM Polyiso Insulation EnergyGuardTM Tapered Polyiso Insulation EnergyGuardTM Ultra Polyiso Insulation EnergyGuardTM RA Polyiso Insulation EnergyGuardTM RA Composite Polyiso Insulation EnergyGuard1M RH Polyiso Insulation EnergyGuardTM RH Tapered Polyiso Insulation EnergyGuardTM RN Polyiso Insulation EnergyGuard Perlite Roof Insulation EnergyGuardTM Perlite Recover Board Securock® Gypsum -Fiber Roof Board Securock® Glass -Mat Roof Board Structodek® High Density Fiber Board Roof Insulation DensDeckPrime Roof Board DensDeckRoof Board MIAMI•DADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board Manufacturer (With Current NOA) GAF • • • ▪ • •• • • GAF • • • GAh • • • GAF • • • • . •••• •• •• GAF •••• • « • ••• •• •.•• • • • • • •• • GAP • • . ••• • ••• . • • GAF • • • • • GAF GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 • APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecT" #12 Fastener 2. Drill -Tec' #14 Fastener 3. Drill-TecT" ASAP 3S 4. Drill-TecT" 3" Steel Plate 5. Drill-TecT" 3" Standard Steel Plate 6. Drill-TecT" AccuTrac® Flat Plate 7. Drill-TecT" AccuTrac® Recessed Plate 8. Drill -Tec 3 in. Ribbed Galvalume Plate (Flat) MIAMI-DADE COUNTY APPROVED TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR -10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-TecT"" #12 Fastener with Drill-TecT" 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-TecT" fasteners. Galvalume® coated steel stress plate for use with approved Drill-TecTh fasteners. A2 -SS aluminized steel plate for use with Drill-TecT" fasteners. Galvalume® steel plate with recess for use with Drill- TecT" fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-TecT" fasteners. Manufacturer Dimensions (With Current NOA) #12 x 8" max. length, #3 Phillips head. • • • . • .. • • #14x16"•••••• ..•. max. lengtl , #3 Phillips,. • • • • head. • . . •• See components„ • 3" Round 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round GAF • • • • • AAF . •• •• •••. •• • :C.hI • • ••• . • • •• GAF GAF GAF GAF GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 • • • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC MIAMI•DADE COUNTY APPROVED Test Identifier 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3047636 ODOA8.AM OD 1 A8.AM 0Y9Q5.AM 1B9A8.AM 2B8A4.AM 3B9Q1.AM 3D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 R1306 GAF -012-02-02 GAF -020-02-01 GAF -082-02-01 GAF -084-02-01 GAF -122-02-01 GAF -270-02-02 GAF -276-02-01 Rev GAF -276-02-02 GAF -306-02-01 GAF -314-02-01 GAF -315-02-01 GAF -369-02-01 GAF -417-02-01 GAF -464-02-01 GAF -464-02-01 GAF -499-02-01 GAF -500-02-01 GAF -549-02-01 GAF -549-02-02 GAF -559-02-01 Description Date 4470 05/22/03 4470 05/11/07 4470 11/24/08 4470 04/09/09 4470 08/14/09 4470 . 11118/11 4470••• :••11716/10 • 4470 ' • . • 05/26/11 4470 • 11/14/11 4470•••• Q1/10/12' 4470 • ••.a2i13/13 • 4470 •.Q$/08/13 4470 • • . • • • • .. QVO9/99 4470 . • • 07/29/94 . 4470 • • L.301/98 4470 • ••• •• • • 09/04/97' •• 4470 • • • 07102/97• 4470 01/08/98 4470 05/30/97 4470 09/27/07 4470 07/21/08 4470 01/23/15 UL 790 04/04/17 • • • • ASTM D4977 11/06/01 ASTM D4977 02/01/02 ASTM D6083 05/07/06 ASTM D6083 05/09/06 TAS 139 05/07/06 ASTM D226 11/15/10 ASTM D6083 12/16/10 ASTM D226 11/15/10 ASTM E96 07/07/11 ASTM D2178 08/23/11 ASTM D2178 08/23/11 ASTM C1289 10/22/12 ASTM C1289 05/28/13 ASTM C1289 10/22/12 ASTM C1289 02/06/14 ASTM D6083 03/12/14 ASTM D6083 03/12/14 TAS 114 08/08/14 TAS 114 08/08/14 TAS 117(B) 09/30/14 NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 • • EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC MIAMI-DADE COUNTY APPROVED (CONTINUED) Test Identifier GAF -559-02-04 GAF -559-02-05 GAF -559-02-06 GAF -559-02-07 GAF -559-02-08 GAF -559-02-09 GAF -559-02-11 GAF -559-02-12 GAF -559-02-13 GAF -559-02-14 GAF -559-02-15 GAF -559-02-16 GAF -559-02-18 GAF -559-02-19 02-005 02-014 C8500SC.11.07 G30250.02.10 -3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11 -4-R2 G34140.04.11 -5-R3 G36780.07.11 -R1 G40630.01.14-1 G40630.01.14 -2A G40630.01.14 -2A -1-R1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 11-053 Description ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 ASTM D 903 TAS 114 ••• TAS 114 .. • TAS 114 • TAS 114 TAS 114 •....• TAS 114 TAS 114 •••••• TAS 114. . •• TAS 114 • • • TAS 114•••• • TAS 117 ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6401 ASTM D4897 4470 -TAS 114 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 TAS 114 Date 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 . 10/02/14 :••10f14/14 • 10/14/14 • 10/15/14. 10/15/14• • • •1115/14' • 10/15/1 ':''. .•• '...1.Q/15/14 .04/16/15 :•••6r/18/0Z • • • 03/22/0: • 11/30/07 06/03/15 03/31/10 11/16/11 04/25/11 06/04/15 06/04/15 07/18/11 01/06/14 01/07/14 04/10/14 01/22/14 08/13/07 09/04/14 08/12/11 NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 . • APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. : • • • • Fire Barrier: Topcoat® FireOutT" Fire Barrier Coating, VersaShield Fire-Resistaut,$pof D •Protection, • (optional) VersaShield® So1oTM Fire -Resistant Slip Sheet, DensDeck°Roof Rea>1,Securock® Glass- • • Mat Roof Board or Securock® Gypsum Fiber Roof Board installed pat•manufacturer:s installation instructions. • • • .• • • • • • •... • • Anchor sheet: GAFGLAS® #80 Ultima'Base Sheet, GAFGLAS® Stratavent®#aii b1e Venting ease Sheet or Ruberoid® 20 Smooth mechanically fastened as descril.tl'>lelpw. • . . . • .• Fastening GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base•Sheet ora'n�df above, Option #1: anchor sheets attached to deck with approved annular ring shank Mils and tirreaps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field• • Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —45 psf See General Limitation #7) Fastening GAFGLAS® Ply 4, GAFGLAS® FIexP1yTM 6, GAFGLAS® #75 Base Sheet or any of above Option #2: anchor sheets attached to deck with Drill-TecT' #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® 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 —45 psf See General Limitation #7) Fastening GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet or any of Option #3: above anchor 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 11/4" annular ring shank nails Option #4: 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. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM Option #5: #12 Fastener, Drill -Tec' #14 Fastener and Drill -Tec' 3" Steel Plate, Drill -Tec' AccuTrac® Flat Plate or Drill-TecTM 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. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation: #7) MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 8 of 31 . Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-TecT" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS° #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT" Option #7: #12 Fastener or Drill-TecT" #14 Fastener and 3" Drill -Tec' 3" Steel Plate, Drill -Tec' AccuTrac° Flat Plate or Drill-TecT" AccuTrac°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 —75 psf. See General Limitation #7•)• • One or more layers of any of the following insulations. • . • . • • •• • Insulation Layer Insulation Faste? f's , . • Fa:tener. . Table 3 • Detl5it /ftZ• • • • EnergyGuardT" Polyiso Insulation, EnergyGuardTM Ultra Polyiso Insulation, Energygparda2ll P�1'yi3�d. y • Insulation, EnergyGuardT" RA Polyiso Insulation, EnergyGuardTM RA Composite Polj)S4Jisulation , • Minimum 1" thick N/A . " . , • N/A • • EnergyGuardT" Perlite Recover Board, DensDeck° Prime Roof Board ••, •• ••• • .. • • Minimum %z" thick N/A • • fsi/A EnergyGuardT" Perlite Roof Insulation Minimum 3/e" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuardT" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Ply Sheet: Cap Sheet: MIAMI•DADE COUNTY APPROVED (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri -Ply® #75 Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with perlite top layer insulation or composite polyiso top layer insulation). One or more plies GAFGLAS® Ply 4, Tri -Ply° Ply 4, GAFGLAS® F1exPIyTM 6 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. installed per manufacturer's installation instructions. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-PIy® BUR Granule Cap Sheet or GAFGLAS® EnergyCapT" 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. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 9 of 31 Surfacing: 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. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followedhy Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. • • •• • • • • •• 3. Fiber Aluminum Roof Coating. • • Maximum Design Pressure: See Fastening Options. MIAMI-DADE COUNTY APPROVED •... . . . • • • • • ••• •. •... • • .• •• • • . • • • • • • . • • • • • . • • • • • • • • • • •.• • . • NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 10 of 31 • • • Surfacing: 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. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed Jpy Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. • • . • . • ..• . • • 3. Fiber Aluminum Roof Coating. • . Maximum Design Pressure: See Fastening Options. MIAMI-DADE COUNTY APPROVED . . • • .• . . .. .. . .... • •• •• . • • • • • •• •• • • • . NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 10 of 31 • • • • • • • • • • OOOOOO • 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" DensDeckTM 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:Willa Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asgltalt appliid within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fasteningpattgtn of t1 Y? ayer • 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approyad asphalt,.panel si4e • shall be 4' x 4' maximum. • • • • . • 4. An overlay and/or recovery board insulation panel is required on all applications over CleSed cell foam insulation• • • when the base sheet is fully mopped. If no recovery board is used the base sheet shallbe Mitlied usingSppt • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribtiQns in three rows; one at each sidelap and one down the center of the sheet allowing a continuous area of ventitatid'n.: Encirrling.of the . • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilat i? •Asphalt • • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attax ec systen s. hall 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 corner 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 nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 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 permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically 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 Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 TGFU .R1306 - Roofing Systems 3/4/2016. IF. 10,06ii p R i9 5 f ECT 'i1 Reefing Systems • Page Bottom Roofing Systems See General Information for Roofing Systems • • • • • 111.306° • • • •• GAF • 1 CAMPUS DR • • • ..•• • • • • PARSIPPANY, NJ 07054 USA • • RUBEROID® 20 Smooth" or "RUBEROID® Mop Smooth" or "RUBEROID® Mop Smooth 1.5" may be utilized as an•alttfiate to le pc ta: "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® 480 UltimaTM Base Sheet" base shat�l..eay'of th. JQ11.:ing • • •••• Classifications. * • • • • "DensDecl�® Prime . • 1/2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roof�oara cQ • Roofboard" or "DensDeck® ardT"" Roofboard" rhick (beiused in anyft existing noned States combustible dell( ClaKssum Co. �if Roof 6; ard" TYPeis done, the or esuCUgOCK® Glass-Matis Roof Board"le (TypeSGMRX) bufaG�rdnM • • the gypsum board roofing rgia systemacific GypsumeLLC for °DensDeck® Roofboard"se over combustible ort"DensDeck® Prime Roofboard sorb DensDeck®butt joints n d Ro gypsum are to offsetans aGeit Gypsum Roofboard" to a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene andrt of the roof system, it must bl SECUROCK® Glass -Mat Roof Board" below the overlayment board. 1/4 -in. thick (minimum) SECUROCK® Roof Board (TypeUL Classified insulation B except (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any polystyrene. Y Y be adhered Multiple Georgia-Pacific plies ofType GypsumG1 "GAFGLASC) LLC' Den Deck® Roo board"' or DensDe k® Prime "GAFGLASORoofboard' or Flex Ply 6" "DernsDecck® DumGuardT Ply in hot to Georgia-Pacific roofing asphalt. fisted below. "GAFGLAS® FIexPIyTM 6 5L" and "GAFGLAS® FlexPlyT"' 6' may be used interchangeably in any roof covering system "Ener9Y GuardTM Ultra" is an acceptable alternate to "EnergyGuardTD4" in any applicable Classification. "GAFGLAS® Stratavent® Mailable Ventingver Br ase Sheet"ting may be systemmechanically fastened or fully adhered with hot roofing asphalt over noncombustible deck s. EnergyGuardT" Perlite Insulation" may be utilized as a cover board aver "EnergyGuardT"" in any of the following systems. Unless otherwise indicated, theroof In any insulation mechanicallyotancallfastened, ing ned,Clasf fully ons adheredudewith phot rioning asphalt or UL Classified urethane insulation adhesive. Polystyreneat Unless otherwise indicated, all insulations aUcable Nwith any UL on Combu t blas Roto d Insu Clation la sif dhei ive, per the manufacturer's installation instructions (excluding LRF Adhesive 0) im any app "EnergyGuardT"" Tapered" is an acceptable alternate to "EnergyGuardT"" in any applicable Classification. 'EnergyGuardTM Ultra Tapered" is an acceptable alternate to "EnergyGUardTM Ultra in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2asphalt glass mat base sheetA®475 Base Sheet" or 4 A$ Base Sheet") is a suitable alternate Type G1asphatglass fiber sheet (.GAFGLAAS® Ply 4" or"TriPly®py"orGGLAS® Flex 6" or "Tri -Ply® Ultra -Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS® Stratavent® Mailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated mechanically ii gsesShed".gperfoule sted dawn d base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets r GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® 480 UltimaT"' Baan option Type G2 asphalt glass mat base sheet (' Base Sheet" or "GAFGLAS® be substituted for Type G1 asphalt glass fiber ply shStratavent® Mailable Venting Base Sheet") may as the nailed base ply in the following t ("GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6") systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLAS® Flashing" or "RUBEROID®" may be used for flashing in any of the Class A, B or C systems listed below. TGFU.R1306- Roofing Systems Stru ':u.ral cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- ' 1/5/3''2. 'or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -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 -in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for poiyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Ultima" Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite 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 "United CoatingsTM FireShield MB Roof Coating" applied at a rate of 21/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. • • • • • •• • • • • • "RUBEROID® Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID® Mop" SBS roofing membranes:3 fly appl!table Classification. Class A •••• • • •••. • • • • •• •• 1. Deck: C-15/32 Incline: 3 • • ••••• • •• •••••• Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or'rDer9Deck® Prim% Roofboard" or "DensDeck® DuraGuardTM Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "tECQRC:CK® Roof Baird" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 3/4 -in. thick. • . Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or petINpoi lsocyan Urate composite or perlite/ urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. • • Ply Sheet: — Three or more plies Type Gi "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra•• Flexible Piy 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. Deck: 0-15/32 Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard', minimum '/4 -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (.ype`FRX•=-G-tor"S-EcuR-BC-KCrG-fess=Mat-Roof`B-oard" (Type -S- MRX), Insulation: — One or more layers perlite or wood fiber or glass fiber or poiyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1 -in. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or poiyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapTM ' Minerat-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. r/ ~i 4. Deck: C-15/32 Incline: 1 -----Slip_Sheet'(Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with CMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 UttimaTM Base Sheet" or "GAFGLAS® Stratavent® Nailabie Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or GAFGLAS® Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapT" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United CoatingsTM TOPCOAT® EnergyCoteTM Roof Coating" or "TOPCOAT® MB Plus Coating" or "United CoatingsTM Roof Mate MB Plus Coating" applied at a rate of 2-gat/100-ft.2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"" Base ct,PPr" nr "r:AFC;I ASla) Ctrataventa Nailabie Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or �• • • • • •• Miami -Dade County HVHZ Electronic Roof Yr riio:. Form Section D Tule Roof System Roof System Manufacturer: SANTA FE TILE CORP Notice of Acceptance Number (NOA): 15-0915.09 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 39,1 P2: 68.1 P3: • • Maximum Design Wind Pressures, (From the NOA Specific system): 161.9 psf ' • • • • • • Fill in the specific roof assembly components. iia component is not required, insert not applicable (n/afi;ti'' glext bmc. Roof Slope: • Roof Mean Height: "/12" 115 Method of Tile Attachment: ft. --Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 26 ga, — --Galvinized Metal -- 11 1/4 RS NAILS Hook Strip/Cleat gauge or weight: Select Hook Strip -- Deck Type: 1--5/8" Plywood--'....' Optional Insulation: . . .. . . • • • •• .. •• .. .• . . ..• • . . . .• • .Optional Nailable Substrate: .•. . • . .. Optional Nailable Substrate Attachment: Basesheet Type: #30 ASTM TYPE II J Fastener Type for Basesheet Attachment: 11 1/4 RS NAILS 6" OC AND 12" FIELD 1 Tile Underlayment (Cap Sheet) Type: BORAL TILE SEAL Tile Underlayment Attachment Method: SELF ADHERED Tile Profile: SPANISH "S" ':1 ea',v1r:g E ceFierece Every Day' Miami -Dade County HVi=1Z Nr r,.. ^'` Form Section E (Tile C Iculationq) Method 1 °°IUlornent Based Tile Calculations it c r I AS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. lithe Mf values are greater than or equal to the Mr values, for each area of the•roof, then the tile attachment method is acceptable. P 1: P 2: P3: 39.1 100.7 x 7„ x 11.297 !.297 1.297 - 11'1.61 10.22 1129.90 M 5•$ = Mr1: .79 < X61.9 NOA Mf••• 9i • • • 15.82 Mir2: f'}0_ ` ----7 NOA Mf • • • • • • • 5 . i, = Mr3: 2`f•08 , LNOA Mf 61.9 • -M9: 82 •••• •• • . .•.• Method 3 "Uplift Based Tile Calculations Pe RAS 127" • • •• •• •• •••• • • • • •• • • 'or Uplift based tile systems use Method 3. Compare the values for P with the values for Fr. if the F' value's are greater than dr egUaN•to the Fr values, for • :ach area of the roof, then the tile attachment method is acceptable. 73: x1:r te(_ xw x w: x w: -W: -W: - W: El • • • • • • • • . •• • ••• • • • xcos 8:=Fri: Eli < NOA F' 6. F - x cos 0: � = Fr2: cos 8: = Fra: Where to Obtain Information to complete the calculations Description Symbol Design Pressure P1 or P2 or P3 1 NOA F' NOA P Where t� Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height Roof Slope H Aerodynamic Multiplier Restoring Moment due to Gravity Mg ` Job Site Job Site ' ProducApproval (NOA) Product Approval (NOA) Attachment Resistance Mf Required Moment Resistance viirdmum Attachment Resistance Mr F' Roo aired Uplift Resistance Fr Average Tile Weicht---_--- --- W Tile Dimensions Product Approval (NOA) Calculated Frot.liat Approval (NOA) •Cti culated I= length wwidth Prada Approval (NOA) Produc :Approval (NOA) DEPARTMENT OF REG a....ATORV AN -A ECONOMIC RESOURCES (RER) BOARD AND CODE .ADMINISTRATION DIVISION NOTJ[C]E OF ACCEPTANCE ((OA) Santafe Tile Corporation .; ; ,,, :h 8825 NW 95th Street Medley, FL 33178 MIAMI -DAVE COTJNT PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-247.4 T (786) 315-2590 F (786) 315-2599• Svww.miamidade.Qovieconomv • This NOA is being issued under the,appl cable rules and regulations governing the use of constrUtien rnaten0s. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Produet•Cektrol SeOQr1 te' be used in Miami -Dade County •and- the:L areas where allowed by the Authority Having Jurisdictio.t.: J).• • •. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ProdtvtC tontrol 5ectipn. AE1'J' in areas other than Miami -Dade County) reserve the r iret tthave t� • • • (in Miami -Dade County)and/or the ( •.• .. • product or material tested for quality assurance purposes. If this product or material fails to per ,i i• he accepfe . manner, the manufacturer will incur the expense of such testing and the AHJ may immediately 'evoke, codify, ori suspend the use of such product or material within their jurisdiction. RER reserves the right to levoke�this acceptance, if it is determined by Miami -Dade County Product Control Section that this product et material f+aile to� meet the requirements of the applicablebuilding,code. • This product is approved as described het6in, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. IESCR PTIoN: Santafe Spanish, . `,:5' Clay. Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Prdailef.Conifol Approved", unless otherwise noted herein. RENEWAL of this NOAshall 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. JTERMI[NATION of this NOA will dccurafter 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 terrn:i?iation and removal ofNOA. ADVERTISEMENT: The NOA iii:ri'nber•pieceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed ir. cver#i.sing Literature. If any portion of the NOA is displayed, then it shall be done in its entirety. - - INSPECTION: A copy of this entire NjiL shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at-thajob'tite at the request of the Building Official. This NOA renews NOA No: 12=02'TU UT#1 consists of pages 1 through 5. The submitted documentation was rev eciby Gaspar J Rodriguez. r )'t • (M IAN I•DADECOUfiI Y o of - ro:.;ict r NOA. No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 • • ... . .,..• • • • ••: • • • ROOFING ASSEMBLY APPROVAL Cate orv: Sub -Category: Material: Deck Type: Roofing Roofing Tiles Clay Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe 'S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Buil] ; . Code, do not exceed the design pressure values obtained by calculations in compliance with R4S '4,4127 us?ng the values listed in section 4 herein. The attachment calculations shall be done as a moment baM.sy$tem. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe S' Clay Roof Tile Trim Pieces Dimensions L=18" W=11.1" Thickness = 0.39" 1= varies w = varies varying thickness 2.1 MANUFACTURING G LOCATION 1. Bogota, Colombia 2.2 SUBMITTED IEV u�FENCE Test Agencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies ( IAMIDADECOUNTY IC POVED Test Specifications TAS 112 Type I Grade 1 TAS 112 .... Product• Descriptilh • • • . . • .• .. • •••• •••• One piece high profile clay roof tire dquippgd with two nail holes. For nail -on, mrrtaa it and 381ies1/e set applications. •. • Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94-156-8 94-156-9 25-7205-1 Project: 07-07-00-91 (307023) 7161-03 Appendix II 7161-03 Appendix LE P 0402 P 0647-01 Test Name/Report Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails TAS 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21116 Page 2 of 5 • • .• • . 2.2 SUBMITTED EVIDENCE Test Agency Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA. Consultants, Inc. American Test Lab of South Florida 3. LIMITATIONS Test Identifier P 0631-01 520305-01 thru 05 2353-4 SFTC-003-02-01 2353-70 2353-71 2353-93 RT0624.01-15 Test Name/Report PA 108 (Mortar Set) PA 102 Restoring Moment TAS 101 TAS 101 TAS 101 ASTM C 1167 ASTM C1167-03 Date July. 1994 June 1999 Aug. 1999 12/06/02 09/22/4..:. •••• ;9/22193 • • Q7/18105 • •'•"07/01/0 • ••.. .• •• •• •• . • 3.1 Fire classification is not part of this acceptance. •• •• •3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in. accordanc4 Whit • A • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test' in accordance with TAS 112, appendix 'A.'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 Maybe installed on slopes 7:12 and greater. • •. . TAS 106. 4. ]INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations (MIAMI•DADE COUNTY) P(O EDj NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3of5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ifof) Length-I (ft) Width-Ur (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers— X(ft3) Tile Profile • X (ft3) Batten Application X (ft3) Direct Deck ! . Santafe 'S' • 0.274 • 0.2D7 • • . • -• • • • Table 3: Restoring Moments due to Gravity e Mg (ft-lbf) • • Tile Profile 2'":12'0 G•••• Soo:12" ":12" Sf'G 5°°:12" 6":121""' ••!•!' leo:12"'or /• • gre ter Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens py4ri!•Battens. P1rect Deli . • • , Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5,2g.. 5.03 •5.00 • • • Table 4: Attachment Resistance Expressed as a Moment o Mf (ft-Ipf) . : ••• • Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2-10d Ring Shank Nails 21.8 N/A One #8 Screw 29.161.2 N/A Two #8 Screws 38.281 N/A One #8 Screw w/ Clip 57.3112 N/A Two #8 Screws w/ Clip 57.601 • 61.771 1. Approved screws as noted 'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Fatty Adhesive Set Systems Tile Profile Tile Application Mininiuni s,ttachment Resistance Santafe 'S' Tile Bond 38.93 Polyfoam Polypro AH 16OTM 28.54 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment r. esistance Expressed as a Moment - Mf (ft-ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160Tm 63.85 Polyfoam Polypro AH I6OTM 61.96 5 Paddy placement of 63 grams of Polypro AH 1@OTM. 6 Paddy placement of24 grams of Polypro AH 160x"' Table 6: Attachment Resistance Expressed as a Moment e Mf (ft-Ibf) for Mortar or "dhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 (NllAMI•DADECOUN i Y)� \ OVED', / NOA. No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4of5 5. LABELING Si All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SAiTA FC TV -V ii LABEL FOR SANTA FE SPANISH "S" CLAY OOF TILE 6. BUILDING IILDNG PERMIT REQUIREMENTS A • •. • . • . • •... 6.1 Application for building permit shall be accompanied by copies of the following: ▪ •• • ▪ • •• • 6.1.1 This Notice of Acceptance.• • • • 6.1.2 Any other documents required by the Building Official or applicable building•Coc in order:A.. • properly evaluate the installation of this system. • • • • •• . '18" PROFILE DRAWING •• • • • •• • When using one screw use this hole. "SANTAFF S" CLAY ROOF TILE END OF THIS ACCEPTANCE ((ANMII•DADE Gouty; v \ JL�.•roYN( ••• • •• N OA No.: 15-0915.09 Expiration Pate: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 MIAMIDADE riMMI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 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.v.miamidade.gov/econoniv • • • . .. . • • . • SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of constrveti@nt Inaterials. TI documentation submitted has been reviewed and accepted by Miami -Dade County RER - Produc (Mlltrol Sec-lun. e be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction �$ HJ1, . • •••• ••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Procitranontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rtht to have tau... . product or material tested for quality assurance purposes. If this product or material fails to perft rinnthe acceeted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, ar. 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: BORAL TileSeal 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 renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMI•DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 . ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMIDADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI -006-02-01 NEI -008-02-01 NEI -045-02-01 NEI -053-02-01 NEI -076-02-01 NEI -034-02-02 Product .•. Descripppn • SBS self -adhering asphalt Arm; material with a white glass re -enforced polyBSttt surfaciirg fabx ic; for use as an underlayinent insldped roof" • • assemblies.• .. •..• ••.• . . . . . • . • .. •• • Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 • . . .•. . Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 01/29/13 NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: MIAMI•DADE COUNTY APPROVED Wood, non -insulated 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. • • • • • • One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimufli 4" 'head lig �; l• 6" end lap mechanically fastened to deck with approved nails and tin caps 6'1'81!!t the Paps and two staggered rows 12" o.c. the field of the roll. •••• • • • •• • • ••••• ••• •• One or more plies of BORAL TileSeal Underlayment with a minimum 3" l-•ed.lap and ml>li um 6" end lap. Place the first course of membrane parallel to the eave, rolling t+bee raeinbrane tc4.. • obtain maximum contact. Remove the release membrane as the membrane; t tpptied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end•laps a2i l.14in without black selvage area shall be sealed under lap using an SBS modifiecZ manic. • •• • ••• • Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps. No nails or tin caps shall be exposed. Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and diy surface with deck free of irregulti •e� : • 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recxer,.but may be • applied over a roofing Base/Anchor sheet underlayment. •• ' . 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer•t.... 480 days .of • • application.• •• •• •• • • 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directl' • • to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches grutti pan 6: 1.2•: • • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval Vito with . • specific prepared roofing products. • • 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • •• •• ' .. . •.• •• • • 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listhg BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below MIAMI•DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 r.'IF,ur- fr ui:'e'1 ���V•12g�:tx �.. DEPARTMENT 01 REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTLC2E OF ACCEPTANCE (NOA) ICP Adhesives acrd Sealants, Inc. 12505 NW 44t Street Coral Springs, FL. 33065 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 t 'ww.Iniamidade.aov/ecanomv • • • • • • . • • • • • • This NOA is being issued under the applicable rules and regulations governing the use of construcatio4materia4. Th documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Oaatrer. Section td bg used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Ant • • •••• •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County ProdlrGt ntrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hale this froduct or material tested for quality assurance purposes. If this product or material fails to perform in the accept ed mantrer, t%re manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,•er siispend•the• sr 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. il!ESCRIPTION: ICP Adhesives Polyset® AH -160 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 -;_GOFj_i l"c7.0MT) NilikIT i _TPFRi%,7TAL; Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane u c0P E .� Q et® AH -160 � cl- • This approves ICP Adhesives Folyset® as manufactured by L��P Adhesives ���srv:.s and Sealants, Indo as de�ri',)a. in this Notice of Acceptance. For the locations where the design pressure requirements, as determif Toy, applicable . building code, do not exceed the design pressure values obtained by calculations in compliance with 44fing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems iusrICP • Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPL I CANT Product ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 Dimensions N/A N/A Test Specifications TAS 101 •••. •••• . . ••• .• Product Descriion • • • • • . •. • .. ...• • • •..• Two component polyuretllarie foam g4t.esi;I e Dispensing Equipment N/A Dispensing Equipment •• PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. ]PHYSICAL PROPERTIES Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufactnriro.g variation. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10)22 Approvat Date: 04/27/27 Page 2 ofll EVMENCE S MM r^: TEDe Test Agency Test Identifier 'est NalIrke/Rwo -t Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 • • Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services 25-7438-7 SSTD 11-93 : .11./02/95. 25-7492 SSTD 11-93 • • 12/12/91 • • . • • •.:V/01/94. • . • . . . . •... ..• .. NB -589-631 ASTM D 1623 9637-92 ASTM E 108 ••••04/30/93 .... • . . • . 01-6743-011 ASTM E 108 • • 14/16/94 • • 01-6739-062b[1] ASTM E 84 : . UJ/16/95 • • .• . ••. • 7050.02.96-1 TAS 114 03/14/96 • • P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. (MIANI DADS COUNTY) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 ]_NST A LLLA.) IO:N: Ti . ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined incompliance with Miami -Dade County Roofing Application Standards RAS 127•. The: dhesirve • attachment data is noted in the roof tile assembly NOA. • • .• 3. ICP Adhesives Polyset® AH -160 and its components shall be installedsInstructionin scrund Mai t rap c,Agookledance with •dti�. b , • • • • Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating• •••„ lesives ed. • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by IOP.:if t ive d. : Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators totb.� �u• y• • • • : • . jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required Ugfc e • application .• ' of any adhesive. The mix ratio between the "A" component and the "B" component shall b .maintained • 1.0-1.15 (A): 1.0 (B). ` 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. (MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 • e Table k.: Adhesive ylac.etelt For E£CL"C-etei c Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram A/eigh t Lave Coarse - Flat, Low,High _ 'All Profiles Lave Course 17-23 so. inches 4:5-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 • • • Flat Profile #2 10-12 sq. inches . ••.•�:0 • • Low Profile #2 12-14 sq. inches• 30 • High Profile #2 17-19 sq. inches .•30 • • • 0____-•--•___,__ Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of the 9-11 sq. inches at•• overlap 12 tfPis per paddy • • • . . • • • Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 1'7 grant per lea, : • • •• • • ' •• . • ••• - • - •- Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. WeS1I- DE COUNTY' BIWA BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NIAI II DADE COUNTY.? NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval ]date: 04/27/17 Page 5 of 11 • ADHESIVE ,LACEMEN7i i E i A1L # Ji i7 .—.._ Law Profile %h �..ic9g_1:['IB;OE �_: •5c,�t 4��.i; t 3�eza."--' II 'N....";l 10i! raugh pia siiscr:mem {,4h nre,lilre!) Hatt•_ is opt_onal '•.. (MIAMI•DADE COUNTY) 1. Starting at the eave course, apply a minimum 2" (50.8 rnm) x 10" (254 mm) x 1" (25.4 rnm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile baring set. • • • . 2. Continue in same manner. Insu'gpp� roximatel3J.LZ (109.7 cm2) — 23 (148.4 cm2) squ ,i ch adtes ive contact with the underside of dig' the • • ••• •• • • • •• • Medium Profile / Double Pan T+4. • •; • • • .• •• •• • • • . • • ..• . 1. Starting at the eave course, apply a minimum 2". (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 • A. 3HESIVPLACETVIENT DETAIL # 2 Fiat/Low Profile. Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x 1" (25.4 run) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to.the ov erlockaf� the tile being set. Insure approximateiy.19 (..09.7 Cm-) • — 23 (148.4 cm2) square inch adhesiue.roilt ct wit?�.tjn�; • underside of the tile. ...... • ••••• 2. At the second course, apply a minim ? (50.8fiyp . x 7" (177.8 mm) x 1" (25.4 mm) fo m$IOdy ono the. underlayment positioned as shown. �ndder the ... • • strengthening rib closest to the ovd:loc. of the tile . being set....... •• . 3. Continue in same manner. Insure approximately 1Q" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive • • contact with the underside of the tile. r r vtr:ie E --- P4'','frie::trtthT:' QF is — rr,•:�tprEd) I. mil iters.tzh: plz.stic ce: aeni +,xvher: reotirv..c-I f_. 1 -• IJrrdcrla:eraim! ''•#� _ _. . _Anddy peneah tilt) riptic.Rdr +•=-�•,e CLa%uru Etu.e. Cc -46e" MIAMI•DADE iCUi�TS') 1 —J- Grog — Fpyd,-. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 min) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of. 11 A • IESIVE h LA CEr' rEN r DETAIL # 2 (CONTINUED) MlAM!•DADE COUNTY • Fascia Efi:t: CFOWT Drip. edge High Froille / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shgktp. uncle; tl%' • • pan portion of the tile closest to th ,..erlook of t+e ... • • • 23 (148.4 cm2) square inch adhesive.ggrltact with the underside of the tile. '••••• •' . • : ""; •' .. ••... • 2. At the second course, apply a mini' (50.13m1.• • . • • x 7" (177.8 mm) x 1" (25.4 mm) Q�'aix3 p� ddy onto the °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° • • • • • underlayment positioned as shown undei the pan . •. portion of the tile closest to the ove rloek• of thatire • ' • ""' being set. •••� ;••••� 3. Continue in same manner. Insure approximately 17"• (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 iPage 8 of 11 ADHESIVE ELLA CEMEN3 1 'L Fi i i,, # 3 ;:::-.SItintougli plaZtiCcen.nt Fz Idf riff=.tr.:_ en tire_' esen r_ aired) ''--.� ?at'CEns i>I]tibn _ l 1- y. • l { •o�. 1 Paddy lundertile) C`A` _,: Sande caddy 'I;`-... / - sem. erticpcitile ri €4' r under tile." Single paddy ;. c•nint dadatnne - ax4in. f �J } \ -7 -'ll- ; a -,iia --Ewe Closure. .:latJLow Profile Tile s` Nail through plastic cement {when requited) Single paddy under tfle Paddy ;between tiles) Rattans r -2,::::.,.. f ; .:~'�./ paddy (under tile cptionoi <' •� single paddy":::1,-,,..4..,,'•.,. , . cntap a tile_` -Y h .... t i ,� Va x :ln. - - rf Single paddy on 3 -�-� 'Y , ung !i3}TirElltl' ---'�.��...;',..=-''' r -. l '` *� - - l -OM1--si -- f . =F`'lz•-.'`' `•4.0In -� \4\s..: itn.'`i'cz of-- �.•'. �`-1,------:•;":S1,' Cove �csae �. - f. Fascia •-•-<,.---, rEave Course - t [e uM Profile Tile (•-M1AM: DADE couNTY))j JUIMMI 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the part • portion of the tile for low or high profi.le•ttle clot • • • to the overlock of the tile being set. nave approximately 4" (101.6 mm) up from.aj eave • • "' edge free of foam to prevent the exg .r crew adhesive. • • . approximately 17-23 in2 (109.7-1484.c.2) of ' • • • adhesive contact with the underside 5ftlie tile • •• • • from blocking the weep holes. Ins11,r;. • • •••••. • . • • 2. Apply a4"(101.6mm) x4" (10:6 1" X25.4'• mm) foam paddy onto the underlaymerft just below . the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9of11 • • • ••••.. • • ••.••. • • •.... • • •.•.. ...... • ' • • • ••..•• •• E.�D TESIVE PLACEMENT T DETAIL # 3 (CONTINUED) (when req;rLed) F Balteas optional C's -s7:„.7. -1;r:, ; `•., inylepaddT\\� z RrildtnjjLleuf};:\ _�ncieptddy !mverl_ Paddy 'between riiesj F dy[undertilel 41 `Y4x4in. fi �. >ti0 Stn"yle 2'r'41n �•+ • %,'++ Nddyy on top cftie = Eave Course te t ▪ + iI , ---- .:7;;7z,•..-,L---- Y; 7 pT F” Eave dositre • Sin: %� f. - ,s?, -•r"4 ...44/. -.- Dap edge (KAMl•DADE COUNTY)) High I}rofifeTife 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan %fo tiori of the tK1e• •; • closest to the underlock of the firstcouy'se of tile. Install second course of tile. Insd e•a roxim$tet*: • 9 (58.1 cm2) - 11 (71 cm2) square rectraidhesive • contact with the underside of tho tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2)41.11-t inch • • `• adhesive contact with the underrs4ece`o$the til;tet • • • the head of the tile. Continue ill 5a i manner' • • • • • • • • • • • •• • ... . . ••• • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 •..... • • • •.••.. • • ••... • • ••..• • • ••••• •••••• • • 000000 • • 000000 • • PLACEMENT ':? Dl�L'cl�r, DETAIL rte__, ��,,...� I _o„y,� 1 d� o i�cE,: Arcs L 1) Piece enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. (when required) 2) Turn covers upside down. Place adhesive in (a 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. Underlayment Eave closure (motar shown) weephole Fascia Board Sheathing Remove top portion of the eave course cover ti le. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Bprrel - High Profile T ile ((MIAMI•DADE COUNiY) ) Two Piece Barrel (Cap and Pan) Tile. 1. Starting at the eave course, apply a minimum 2” (50.8 mm) x 10" (254 min) x 1" (25.4 mm) foam . paddy onto the underlayment pe4tiorld as • • • • •' shown under two adjacent pan jilssi, pporlejve:• tiles from rocking until adhesive h i change to cure • • •••. • • •••.• • • • 2. Continue in same manner bringir loan • • • • courses up toward the ridge. Ifi. uit• • •.. approximately 65 (419.4 cm2}' 7D•(i51.6 cm2) • • square inch adhesive contact with the undo -side. •• of the pan tile. • •' • •• • ••• • 3. Turn covers upside down exposing the underside' of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 )nm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 000000 s• •••.r. • • CEPTA• • 00000 • . •••.. •••.•• 00000• • • • • • • • to Pt=Number: NSP -293131 inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shares,. FL Phone: (305)795-2204 Fax: (305)756-8972' Scheduled Inspection Date: February 27, 2018 inspector: Alvarez, Manny Angel Owner° RICHARDS, ANTHONY & KRISTIN ;d Address: 74 NE 109 St t ll lam Shores, F Project: <NONE> Contractor T&S ROOFING SYSTEMS IN{C. Building Department Comments RE -ROOF TILE & FLAT RF- 1117-28 Perriet Type: Roof Inspection Typo; Tile In Progress Work Iassi ati ° Ti€eA . t Re -Inspection Fee No Additonal 4139v:eons car be schedu'ed urttii °nspecaor {ee February 263 2018 For Ens ctions please ca ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization # 8131 Tel: 954-245-8976 Fax: 954-301-7776 5230 NE 18T" Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing Systems, Inc. Test Date: 02/24/2018 Property Address: Permit # RF -11-17-2838 74 NE 1' .th Street, Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 16.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Perimeter Area: (T1-T6) Field Area: (T7 -T16) No. of Corner (T17 -T23) Ridge Areas: (T24 -T32) Total Number of Tests 6.00 sq. 10.00 sq. 7 84 pcs. 6 10 7 9 Important: Field Uplift Pull Test Test results As per FBC 2017 As per FBC 2017 As per FBC 2017 As per FBC 2017 Passed Passed Passed Passed These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB ngineering Inc. (NOA 09-1005.01) Acevedo, PE FI : ' eg. No: 36466 021q ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18t Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 ;o T 1 it Tiql 17