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RF-16-2332 Miami shores Village doom am Budding Department 10050 N.E.2nd Avenue � o Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# — / 6- DATE: 09/25/2016 INSPECTION AFFIDAVIT I LUIS A.SALINAS licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: CCC132864 On or about 09/26/2016 , 1 did personally inspect the roof deck nailing (Date&ume) work at 1260 NE 93RD STREET (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual se on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of r��f Notary Public, Sate of Florida at Large euu.ILIffift vuLICu► NOMY Public-state of Rorw 'General,Buff ft,Residential,or Roofing Contractors or any individual cerftd under 468 F.S.to make Canmiasion#FF 122614 • ts roof with perm(t#and address#dearly shown marked on the deck for each inspection Ow..7..w.1....19tA/1 fMI\C H1 f.fM/1 tPISPEC ItON SE eA=I RVtCE ENGOU93M1G 4225 SW 71 Ave, Miami. FI 33155 Tel:786-398-9179 Fax:7867-800-2627 a1 roofinspectiona-wail.com LAB CERTIFICATION #14-1215.04 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS#106 Roofing Contractor SUN COAST BUILDERS AND ROOFER Permit# FR-8-16-2332 Job Address 1260 NE 93 ST,MIAMI SHORES Owner's Name MICHAEL REGUZZONI Type of Tile PLANA Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 26 ft2 Required Testing Force 35 Lbs Date Tested 10/14/2016 Number of Tests 61 Testing Equipment F.G.E.100 Contact Name MIGUEL Phone# 305-303-2737 LOCATION #OF TEST PASS #OF TEST FAIL Corner 7 Tests 7 Pass Test Fail Perimeter 13 Tests 13 Pass Test Fail Field 27 Tests 27 Pass Test Fail Ridge 14 Tests 14 Pass Test Fail TOTAL 61 Tests 61 Pass Test Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOTVAUD FOR INSURANCE CLAIMS. YENAN T.LEYVA P.E.4 67416 A-1 Engineering Inspection Services, Inc 4225 SW 71 Ave Miami,FL 33155 Tel: 305-662-3710 Fax: 786-800-2627 al roofinspection@gmail.com LAB CERTIFICATION# 16-0510.15 10/14/2016 PERMIT. #FR-8-16-2332 1260 NE 93 ST,MIAMI SHORES T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 4 INSPECTM SERVICE la 4225 SW 71 Ave Miami.FI 33155 Tel:786-398-9179 Pax:786-800-2627 a1roofinspection Dgmail.com LAB CERTIFICATION #14-1215.04 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS#106 Roofing Contractor SUN COAST BUILDERS AND ROOFER Permit# 901-8-16-2332 ,. Job Address 1260 NE 93 ST,MIAMI SHORES Owner's Name MICHAEL REGUZZONI Type of Tile PLANA Date Installed Approximate Roof Height 1z feet Roof Pitch 3112 Type of Access to Roof LADDER Approximate Square Footage of Roof 26 ft2 Required Testing Force 35 Lbs Date Tested 10/14/2016 Number of Tests B1 Testing Equipment F.G.E.100 Contact Name MIGUEL Phone# 305-303-2737 LOCATION #OF TEST PASS #OF TEST FAIL Corner 7 Tests 7 Pass Test Fail Perimeter 13 Tests 13 Pass Test Fail Field 27 Tests 27 Pass Test Fail Ridge 14 Tests 14 Pass Test Fail TOTAL 61 Tests 61 Pass Test Fail IN ACCORDANCE WITH THE CRITERUI OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSEDTHE STATIC UPUFTQUAUTYCONTROL TEST.THISTAS 1OSTEST NAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVWTIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORTT IS NOT VALID FOR INSURANCE CLAIMS. c� 4 = f 1 WIN'AN'=T.LEYVA P.E.#67416 A-1 Engineering Inspection Services, Inc 4225 SW 71 Ave Miami,FL 33155 Tel: 305-662-3710 Fax: 786-800-2627 al roofinspectionggmail.com LAB CERTIFICATION# 16-0510.15 10/14/2016 PERMIT. #FR-8-16-2332 1260 NE 93 ST,MIAMI SHORES T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T em t Miami Shores Village # Y D+OIz., 10050 N.E.2nd Avenue NE cis Miami Shores,FL 33138-0000 Phone: (305)795-2204 :.,, Wt .A 'Rt �19 x Expiration: 0 1 2 1 Project Address Parcel Number Applicant 1260 NE 93 Street 1132050270210 Miami Shores, FL 33138- Block: Lot: MICHAEL REGUZZONI Owner Information Address Phone Cell MICHAEL REGUZZONI 1260 NE 93 ST MIAMI SHORES FL 33138-2941 Contractor(s) Phone Cell Phone Valuation: $ 12,800.00 SUNCOAST BUILDERS&ROOFERS (305)436-9294 (786)541-6819 Total Sq Feet: 3000 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF 2600 SQ FT TILE TO TILE AND Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-8-16-61039 CCF $7'80 08/22/2016 Check*1417 $788.80 $50.00 DBPR Fee $4.50 DCA Fee $4.50 08/18/2016 Credit Card $50.00 $0.00 Education Surcharge $2.60 Bond*3198 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $838.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OW=Department rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating conthermore,I authorize the above-named contractor to do the work stated. August 22,2016 ure:Owner / Applicant / Contractor / Agent Date Bartment Copy August 22,2016 1 Miami Shores Villa e PECF1VED � g r l Building Department us 1 86 e 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 _14 FBC 2014 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 1 " 2-332- Permit Type: BUILDING ROOFING JOB ADDRESS: 1260 NE 93 STREET City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3205-027-0210 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):MICHAEL REGUZZONI Phone#: Address: 1260 NE 93 STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: SUNCOAST BUILDERS AND ROOFERS Phone#: 786 380-2647 Address: 6529 SW 21ST STREET City: MIRAMAR State: FLORIDA Zip: 33023 Qualifier Name: LUIS A SALINAS Phone#: 786 380-2647 State Certification or Registration#: CCC1327864 Certificate of Competency#: Contact Phone#: 786 380-2647 Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this permit:$12,800.00 Square/Linear Footage of Work: 3000 SQ. FT. Type of Work: DAddition DAlteration ONew. MRepair/Replace ODemolition Description of Work: RFIROOF 2600 SQ. FT.TILE TO TILE AND 4 SQ. FT. LOW SLOPPED Color thru tile: Submittal Fee$ O�l Permit Fee CCF$ 7 CO/CC$ Scanning Fee$ �t CA) Radon Fee$ '4' �� DBPR$` f Sb Bond$ Notary$ iff Training/Education Fee$ 2. Technology Fee$ 1 ) Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 203C9 • g® Bdnding Company's Name(if applicable) A 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant.• As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first 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 n a Signature Signatur Owner or Agent Contractor The fo going instrument was acknowledged before me this 14TH The foregoing instrument was acknowledged before me this rani day of AUGUST .2016 ,by MICHAEL REGUZZONI day of AUGUST 20 16 by LUIS A SALINAS who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA FP IC: NOT Y P LIC: S' Si nt: -lltitl t . Mir Pl�tfo-State of Flo �glpp FF 1218 Ston#FF 1228U My ommission Exp' Cobs, s Aag n.2811 My Commis Mr COMM Expires Aug 22.2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/102009)(Revised 3/15/09) �� OFFICE APPRAISER Summary Report Generated On:8/17/2016 Property Information Folio: 11-3205-027-0210 >i Property Address: 1260 NE 93 ST � w Nbmi Shores,F1 33138-2941 Owner MICHAEL REGUZZONI& JEAN GAGNE e Mailing Address 1260 NE 93 ST MANE SHORES,FL 33138-2941 Primary Zone 1300 SGL FAMLY-2801-3000 SQ A Primary Land Use 0101 RES®BYTIAL-SINGLE FAMLY 1 LW ,.. Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 s Actual Area 2,522 Sq.R Living Area 1,787 Sq.Ft Adjusted Area 2,198 Sq.Ft Taxable Value Information Lot Size 9,375 Sq.Ft 2016 2015 2014 Year Built 11954 County Assessment Information Exemption value 1 $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $246,5301 $244,4691 $243,028 School Board Land Valu® $314,250 $285,750 $253,500 Building Value $152,981 $152,981 $149,024 Exemption Value $25,000 $25,000 $25,000 XF Value $44,608 $21,173 $22,740 Taxable Value 1 $271,6301 $269,4691 $268,028 City Market Value 1 $511,839 $459,9041 $425,264 Exempflon Value $50,000 $50,000 $50,000 Assessed Value $2 ,530 $294,469 $293,028 Taxable Value 1 $246,001 $244,4691 $243,028 Benefits Information Regional Exemption Value $50,000 $50,000 $50,000 Benefit Type 2096 2015 2014 Save Our Homes Assessment Taxable Value $246,530 $244,469 $243,028 Cap Reduction $215,309 $165,435$132,236 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 PreviDus Sale RR Book Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(Le.County,School 09/01/2000 j$1123,0j001 9295-2441 Sales w hich are qualified Board,Qty,Reglonaq. 09/01/1987 3443-3597 Sales w hich are qualified Short Legal Description 55342 BAY LURE PB 44-63 LOT 9 BLK 2 LOT SIZE 75.000 X 125 OR 19295-244109 20001 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,we full disclaimer and User Agreement at httpJ/www.miamidade.govTnfb/disdalmorasp Verson: -fiction A! • , s'f R. MIAMt•�E Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" •••••• • • 0000 000.0. Section A(General information) •. •• .0000. •• • ...... Master Permit No: Process Ido: _ ...9 '-• �•••• -- • • •00096 Contractor's Name: SUNCOAST BUILDERS AND ROOFERS .• •• 0 0 • - . . •• •• .• . 00000 9.000• Job Address: 1260 NE 93 STREET •• . . . . ...... Roof Category ••••• K1 Low Slope ❑ Mechanically Fastened Tile U Mortar/AtIvSnje Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other Roof Type UG 18 2016 JB 0 New Roof 19 Re-Roofing ❑ Recovering ❑ Repair ❑ Malnten Are there Gas Vent Stacks located on the roof? ❑Yes ® No If yes,what type? ❑ Natural ❑LPGX Roof System Information Low slope roof area(fL2) 400_71 Steep Sloped area(ft.�1 2600 Total (ft.a) 3000 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter.. Comer Size(a'x al: Zf C 0 . �E-Z) t 3 fl ( �L4), - �J a /P� APPROVED BY ( PATE s, 70MNG DEPT FILDG DEPT E;U[3JLCT TO COMf'HANCE WI r. -( niry nil] FS AND REGUI_A11ONS M�AMti Miami-Dade County Building&Neighborhood Compliance Department _ HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day„ Section C page(Low Slope Roof Systems) Fill In the specific roof assembly components.N a component Is not required,Insert not applicable(n1e)In the text box. 6666 ROOF SYSTEM MANUFACTURER: I GAF Materials Corp. Top Pty: • GAF RUBEROID F-R • Product Approval (NOA): 14-1030.02 System Type: p► Top Ply Fastening/Bonding Material: 000000 •• • ••••:• Wind Uplift Pressures,From RAS 128 or Sealed Calculations: ASPHALT ASTM D 312 TYPE IV :0000: 0000. (P1) Field: psf Surfacing: N/A •••• • 00:00� SINGLE PLY MEMBRANE: ��•��• •��•�• �� (P2) Perimeters: -71.7 . psf Single Ply Manufacturer/Type: : �;'; ' • 108.0 060006 0000.. (P3)Comers: - psf N/A 6 6 6 66...6 Maximum Design Pressure From NOA: 52.5 psf •• • • • Single Ply Sheet Width: N/A "1/2 Sheet Width: Roof Slope: 0 11: 12 Roof Mean Height: 10 ft. No.of Single Pty 1/2 sheets: N/A Parapet Walls: 0 No ❑ Yes Parapet wall Height: 0 ft. Single ply Membrane Fastening/Bonding Material: N/A Deck Type: —5/8"Plywood- 17-1-1 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing:L24____ "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: N/A _ _ 1.Field: 9 "o!c @ Laps& 2 i rows El I.o/c Existing Roof: r-- N/A 2.Perimeter. 6 "o/c @ Laps& rows 6 "o/C Fire Barrier. N/A 3.Comer. "o/c @Laps&r L!jrows6®-- "o/c Vapor Barrier. NUMBER OF FASTENERS PER INSULATION BOARD: N/A 1. Field:E 2. Perimeter.EE 3. Comer .N/A Anchor Sheet: Insulation Fastener Type: GAFGLASS#75(1)PLY N/A Anchor Sheet Fastener/Bonding Material: - 12 GA 1-1/4"RING SHANK NAILS WOOD NAILER TYPE AND SIZE: Insulation Base Layer Size&Thickness: N/A ENERGY GUARD 4'X4'X1" Wood Nailer Fastener Type and Spacing: Insulation Base Layer Fastener/Bonding Material:rr— N/A HOT ASPHALT EDGE&COPING METAL SIZES: Insulation Top Layer Size&Thickness: Edge Metal Material: —Galvanized Metal— N/A _ _ __ Edge Size: —3"face 26 ga.— Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: —METAL EDGE HOOK STRIP N/A— N/A Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 12 GA 1-1/4"RING SHANK NAILS @ 4"OC Base Sheet Fastener/Bonding Material: Coping Material:L7PARAPET COPING METAL N/A— N/A Coping Size: —COPING METAL SIZE N/A— Ply Sheet(s)&No.of Ply(s): Hook Strip Size: I—COPING METAL HOOK STRIP N/A— GAFGLASS#75(1)PLY Parapet Coping Metal Attachment Ply Sheet Fastener/Bonding Material: N/A ASTM 12 TYPE IV ASPHALT MIAMI•DADEk`` MIAMI-DADE COUNTY ` PRODUCT CONTROL SWFJON 11805 JW V%tmet,Roes►•208 •••••• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mimi,Flolida 3317&24074 •' BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590-1:(786)IL &W� 9690:0 NOTICE OF ACCEPTANCE (NOA) • GAF ••••% .... . ..... 1 Campus Drive •• •• 99:699 Parsippany,NJ 07054 •• •• •• 0069:9 •••••• SCOPE: : ' : 666006 This NOA is being issued under the applicable rules and regulations governing the ule of eonstruefion" :•••• materials.The documentation submitted has been reviewed and accepted by Miami Dade County.Mft; • Product Control Section to be used in Miami Dade County and other areas where allowed by the " Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:GAF Ruberoid®Modified Bitumen Roof System 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 renews and revises NOA No. 140611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. �` t NOA No.: 141030.02 Expiration Date: 11/06/18 uta Approval Date: 11105/15 ` Page 1 of 30 ROOFING SYSTEM APPROVAL Category: Roofing • • •••• •••..• Sub-9teg0 Modified Bitumen '..' .. . .• Material: APP/SBS •••�•• •• •••••• Deck Tyne: Wood •••••• • • • Maximum Desimi Pressure: -75 psf. 000000 .... . ..... TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPd.I'4ANT: •..•.• 0.0 0 TABLE 1 ...... 00 . . . . ...... Test Product ••••• . Product Dimensions SUeclflcation DelcsfIttgn •••• •••. Matrix' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized colctApplied Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.3T ASTM D4601 Type U asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS®#80 Ultima"°Base 39.3T' ASTM D4601 Type II asphalt impregnated and coated, Sheet (1 meter)Wide fiberglass base sheet. GAFGLAS®F1exPly'm 6 39.3T' ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS®Ply 4 39.3T' ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLASO Mineral Surfaced 39.3T' ASTM D3909 Asphalt coated,glass fiber mat cap sheet Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS®EnergyCap' 39.3T' ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCote7 GAFGLAS®Stratavene 39.3T' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator'Perforated (1 meter)Wide with asphalt.Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavene 39.3T' ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator's Perforated (I meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.3T' ASTM D6164 Non-woven polyester mat coated with Heat-Weld`Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoie SBS 39.3T' ASTM D6164 Non-woven polyester mat coated with Heat-Weld's Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Rooflvlatch' 107 sq. $. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.3T' ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld" 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 Expiration Date: 11/06/18 ..ROVEDI Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Snecma Descrin6on ,Osseo Ruberoid®SBS 39.3T' ASTM D6164 Non-woven polyestt r.R;j coatec[MI ••• • Heat Weld Plus (1 meter)Wide polymer-modified asRb4 and mdagpd ...... with mineral granules.%. RuberoidO SBS 39.37 ASTM D6164 Non-woven polyelepm t coated wish fire :•'••: Heat Weld"Plus FR (1 meter)Wide retardant polymer raaQified asphalt and ••;••• surfaced with mines •gUnules.••.•. ••••• Ruberoid®EnergyCap7 SBS 39.3T' ASTM D6164 Non-woven polycWl so coated vilh fire ••' :• Heat-Weld" Plus FR (1 meter)Wide retardant polymerinoai$ed asghalt and .... • surfaced with mineral g ranules:Wd Mth . . factory applied Eriargyi%te. �..0. 0008 0 Ruberoid®SBS 39.3T' ASTM D6163 Non-woven polyester mat coated" Heat-Weld'25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.3T' ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Mop Smooth 39.3T' ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and smooth surfaced Ruberoid®Mop Plus 39.37 ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Mop 170FR 39.3T' ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid®Mop FR 39.37' ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Torch Smooth 39.3T' ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced Ruberoid®Torch Granule 39.3T' ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap7 Torch 39.37 ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote. RuberoieEnergyCapm Torch 39.3T' ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCotc7. RoofMatce 107 sq.ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.3T�Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 WA Expiration Date: 11/06118 .. a Approval Date: 11/05/15 Page 3 of 30 • 1 ' Test Product Pr u Dimensions Specification Description •••• . 000 0000.. Ruberoid®20 1 meter ASTM D6163 SBS modified aspQt bad:shee;;0eWorce .• (39.3T')Wide with a glass fiber rpt.. Ruberoid®30 1 meter ASTM D6163 Non-woven fibergims 69 coated with 0000.. (39.3T�Wide polymer modified Optift and U f;IW • with mineral granul l!* 0 •• •• Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fibergf**r st coat&wtth fire 9406 (39.3T)Wide retardant,polymeified aspt%t and • surfaced with minlral'grAnules. 0 0 Ruberoid®EnergyCap"30 FR 1 meter ASTM D6163 Non-woven fiberglass m ft coafie'dME fire. SBS Membrane (39.3T' Wide retardant,polymer-Modified aqi*gnd e 0 surfaced with mineral granules" id With factory applied EnergyCote. Ruberoid®Dual FR 39.3T'(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. Topcoat®Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Membrane membrane system designed to protect various types of roofing surfaces. Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC primer used to block asphalt bleed-through. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-based fire barrier coating. VersaShield® 42"x 100'rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 14-1030.02 DAoe Counrnr Expiration Date: 11/05/18 �Fa...e � Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: .••••. . . .... ...... Table 2 • Product Name Product Description act�j'. •••••• (WA9ClAirrent NOA) rr.rrr EnergyGuard7 Polyiso Insulation Polyisocyanurate foam insulation .o***CAF :...:. :0060 • ..... •r . ..:..' EnergyGuarC RA Polyiso Insulation Polyisocyanurate foam insulation • GAF • • .. .... .. . ...... EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation . ...GAF 0• r r r . EnergyGuard7 Perlite Recover Board Perlite recover board • 'GAF:.**:* '••'•' r . • 90 EnergyGuard7 Perlite Roof Insulation Perlite roof board " IGAF.••:•. • • r• r EnergyGuard"'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec'#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-Tee'#14 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-Tec—XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec' AccuTrac®Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tec—#12 Fastener,Drill- Tec"m#14 Fastener and Drill-Tec'"m#15 Fastener. 5. Drill-Tec ' ASAP 3S Drill-Tec:°#12 fastener Various GAF with Drill-TecT 3" Standard Steel Plate. 6. Drill-Tec'AccuTrac® Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec"° fasteners. 7. Drill-Tec'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec °fasteners. 8. Drill-Tec"'3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-TecTm fasteners. NOA No.: 14-1030.02 Mutauane cou�ry Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 ODIA8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 TrinitylERD G30250.02.10-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM D6164 01/13/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.114-R2 ASTM D4601 6/4/2015 G34140.04.11-5--R3 ASTM D4897 6/4/2015 G40620.07.12-2 ASTM D6222 07/17/12 G40630.01.14-1 ASTM D6163 01/06/14 640630.01.14-2A ASTM D5147 01/07/14 G40630.01.14-2A-1-RI ASTM D6164 04/10/14 G40630.01.14-2B-Rl ASTM D6164 01/16/15 G40630.01.14-2C ASTM D6164 01/07/14 640630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03AW14. G43190.05.14-R1 ASTM D5147 : •• 05/46ill 0009:6 G43190.11.13-1 ASTM D6222 ...... 11t1r5fl3 ...... G43610.01.14 ASTM D5147 ...:.. 01/22/J4 G46160.02.15-2D ASTM D6163 ••••• 02E03/15. • G46160.03.15 ASTM D6163 •••• OYI 1/15 ••;•• G46160.09.14-2A ASTM D5147 09M/Ae "'•• G46160.09.14-3A ASTM D6164 09/d3/1% G46160.09.14-3B ASTM D6164 ; 0909/14 •• • G46160.09.14-3C ASTM D5147 . 09109/'14• • G46160.12.14-3E ASTM D6164 '••' : 12/29/1A o G6850.08.08 ASTM D6163 08/®}r08: G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909 09/04/14 NOA No.: 14-1030.02 NnaManaoe COUNWm Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Aaencv Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-31402-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/05/09 0000 . . 0000 0000.. 9 0 0 0000.. 99 9 99999• 0000.. 0000.. 0000 0000.. 0000 . 0000. .. 000 0..0.* 0000.. 0000.. 0000.. . . .0090. .. 0000 NOA No.: 14-1030.02 DAM cau Expiration Date: 11/06/18 ... , Approval Date: 11/05/15 Page 7 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt All General and System Limitations shall apply. Fire Barrier: FireOte Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck Protection (optional) or Securock®Gypsum-Fiber Roof Board Anchor sheet: GAFGLAS®#80 Ultima Base Sheet,GAFGLAS®Stratavene Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld°Smooth or Ruberoid®SBS Heat-Weld`25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS®Ply 4,GAFGLAS®F1exPly—6,GAFGLAS®#75 Base Sheet or any Options: of 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 lap staggered and in two rows 12"o.c.in the field. (Maximum Design Pressure-45 psf. See General Limitation#7J GAFGLAS®Ply 4,GAFGLAS®F1exPly`6,GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec''"#12 Fastener,Drill-Tec ° #14 Fastener or Drill-Tec''XHD Fastener and Drill-Tec'°°3"Steel Plate,Drill- Tec AccuTrae Flat Plate or Drill-Tec AccuTrae Recessed Plate installed 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#79 GAFGLAS®F1exPly'6,GAFGLAS®#75 Base Sheet or any of above analid? . 000 0000.. sheets attached to deck with approved annular ring shank nails. On cap:0jt a fastener spacing of 9"o.c. at the 4"lap staggered and in two rAW%};o.c. bj,tte.• •• �; field. 990:90 9 • • (Maximum Design Pressure 52.5 psf.See General Limkagm M ...�. :•••• 0009 . 0000. GAFGLAS®#80 Ultima""Base Sheet,Ruberoid®20,Ruberoid®Wqp Smogtji lase ��;��• sheet attached to deck with approved annular ring shank nails aiuliln caps at A. fastener spacing of 9"o.c.at the 4"lap staggered and in two jgw;9;o.c.in the • field. """ 0000.. (Ma)imum Design Pressure-G0 psf.See General Limitati #?J 00000. . .. 0 .0.9 GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck%viith Drill-Tec'#12 Fastener,Drill-Tec #14 Fastener or Drill-TecTm XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec"m AccuTra&Flat Plate or Drill-Tec"' AccuTrac®Recessed Plate installed 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#79 NOA No.: 14-1030.02 r �•Qaoe coux� Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 8 of 30 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9"o.c. at the (Continued) 4"lap staggered in two rows 9"in the field. (Maximum Design Pressure-60 psf. See General Limitation#79 GAFGLAS®#75 Base Sheet or anv of above anchor sheets attached to deck with Drill-Tec..#12 Fastener.Drill-TecTm#14 Fastener or Drill-Tee XHD Fastener and Drill-Teo""3"Steel Plate,Drill-Tec`°`AccuTrac®Flat Plate or Drill-Tec"' AccuTrac®Recessed Plate installed 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. (Maxzmum Design Pressure—75 psf.See General Limitation#79 One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard'Polyiso Insulation,EnergyGuard'Polyiso RA Insulation, EnergyGuard`"Polyiso RN Insulation,EnergyGuard'RA Composite Polyiso Insulation Minimum 1"thick N/A N/A Structodek®High Density Fiber Board,EnergyGuard'Perlite Recover Board Minimum'/2"thick N/A NIA EnergyGuard'Perlite Roof Insulation Minimum 3/a 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 20401bsJ100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. 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' Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. • . . .... ...... Base Sheet: (Optional)Install one ply of GAFGLAS®475 Base Sheet,GA ;°J��1OS®#890 0 0• ••• • Ultima Base Sheet,GAFGLAS Ply 4,GAFGLAS FlexPly .6.flQFFGLAS • • Stratavene Eliminator Perforated Venting Base Sheet(laid di549 Ruberoide Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld's Smooth or"roide-9 • •• •• Heat Weld'"25 directly over the top layer of insulation. AdhQ f any.••.•. ••••• approved mopping asphalt applied within the EVT range and If a Hte of 20'40' lbs./sq. (See General Limitation#4). •• • . . . . ...... Ply Sheet: (Optional)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlezPlyY'°6' ;....; GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ifubeioi&26':'. ' adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid®20,Ruberoid®30,Ruberoid®EnergyCW 30 FR SBS Membrane,Ruberoi&30 FR,Ruberoid®Mop Smooth,Ruberoid®Mop 170 FR,Ruberoid®Mop Granule,Roof Match"S13S Modified Granular,Ruberoid® Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved asphalt at an application rate of 251b./sq.f 15%. NOA No.: 141030.02 Expiration Date: 11/06/18 au�►MHXU3ec t�rrir ••• �Kddzwl . Approval Date: 11/05/15 Page 9 of 30 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. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or GAFGLAV EnergyCap'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat Membrane,Topcoat'MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat®Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options . . .... ...... . . . . ...... .. . ...... .... . ..... ...... .. . ..... .. .. .. . ...... . . . . ...... . . ...... NOA No.: 14-1030.02 t aaoe eourrrr Expiration Date: 11/06/18 •. Approval Date: 11/05/15 Page 10 of 30 v WOOD DECK SYSTEM LmTATIONS: 1 A slip sheet is required with GAFGLAS®PIy 4 and GAFGLAS®F1exP1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeck®Roof Board or 1/2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 17 in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 2751bf,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 Ibf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/bwe 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 Engineer,Architect,or Registered Roof Consultant may be submitted Said revised fastener paoiag shall utilize the withdrawal resistance value taken from Testing Application Starglards;AS 105'"d •••••• calculations in compliance with Roofing Application Standard RAS 117. •• •• •• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiremarits of these •••••• areas. Fastener densities shall be increased for both insulation and base sheet as-QZ ated 14 •••• compliance with Roofing Application Standard RAS 117.Calculations prepared,'sigpO and WIM by a Florida registered Professional Engineer,Registered Architect,or Registered*R":k Consultant• ••:..• (When this limitation is specifically referred within this NOA,General Limi�ti ri#9 wilt got •••••• be applicable.) • 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing terAinatioh desip.% shall conform to Roofing Application Standard RAS 111 and applicable wind loi 4 p4iremeng • •••• 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zonet(j.oe.; field,perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (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 NOA No.: 141030.02 rwarr�wB COUM'Y Expiration Date: 11/06/18 '• • Approval Date: 11/05/15 Page 30 of 30 j UONLINE CERTIFICATIONS DIRECTORY Home Quick Guide Contact Us UL.com L i �i TGFU.R14153 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems GAF R14153 1 CAMPUS DR PARSIPPANY, N] 07054 USA "Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2-in. thick(minimum) gypsum board or 1/4-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard,""DensDeck Prime@ Roofboard"or"DensDeck DuraGuardT'" Roofboard" may be used in any existing noncombustible deck Classification. When this Is done, the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum) roof decks. However,the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck® Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT°" Roofboard"are to offset a minimum of 6-in, with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"Tri-Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC"DensDeck @ Roofboard," "DensDeck Prime@ Roofboard" or"DensDeck DuraGuardTTM Roofboard" In hot roofing asphalt. "EnergyGuardT'" Ultra" is an acceptable alternate to "EnergyGuardT'" RF" in any applicable Classification. "GAF Stratavent@ Eliminator""Venting Base Sheet(Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Perlite Insulation" may be utilized as a cover board over"EnergyGuardT"' RF" insulation in any of the following systems. Unless otherwise indicated,the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced in any of the following Classifications include"EnergyGuardT09 EPS Insoletle ". • • V••• 00.00• Unless otherwise Indicated, all insulations may be adhered with any UL Classified Insulation AdheslvLkpjt tae mangfacturer's •• Installation Instructions(excluding LRF Adhesive O) In any applicable Non-Combustible Roof Deck CLa�sjLfijjtions!•.•.• 0000:• • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". 0000.• • ;0000; 0000 • • • • "EnergyGuardT'"Tapered" is an acceptable alternate to "EnergyGuardTm" in any applicable Classificatfaai.••• :0.000 00.00 000000 00 0 00000 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT ..•..• •.••0• •••••• 00 0 Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet"yor•GAFGLA§@ %80 ULT pjJa§ a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 41 or"GAFGLA 0@Ny 6") iq 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"GAF Stratavent@ IElintinatorTM Venting Base Sheet(Perforated)" or"GAF Stratavent@ Eliminatoffm Venting Base Sheet(Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or"GAFGLAS@ #80 ULRMA" or"GAF Stratavent@ EllminatorTm Venting Base Sheet(Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise Indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS@ Flashing" or"Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced,this includes "GAFTEMP PERMALITE@" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. vrv.ni4iJ3 1 -xuUiu►g 3YSLCIM . ' Insulation (Optional): —One or more layers perlite or wood fiber or glass fiber or polyisocyanurate 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@ Ply 6". Surfacing: — Grundy Industries"al MB Aluminum Roof Coating" applied at 11/2-gal/100-ft2. 3. Deck: C-15/32 Incline: Unlimited Insulation (Optional): —One or more layers perlite or wood fiber or glass fiber or polyisocyanurate 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@ Ply 6". Surfacing: — "Weather Coat Emulsion" applied at 3-gal/100-ft2. OTHER SYSTEMS Class A 1. Deck: C-15/32 Incline: Unlimited Slip Sheet(Fire Barrier): — One or more layers"VersaShield Solo Fire Resistant Slipsheet" mechanically attached. Shingles or Panels: —Any UL Listed or Classified shingles, panels, or standing seam steel, aluminum, or copper installed in a manner recommended by the Installation instructions provided with the roofing by the manufacturer. 2. Deck: NC Incline: 1/2 Coating: — 'TOPCOAT@ Surface Seal SB", applied at a rate of 1-gal. to 1-1/2-gal./100-ft2. Surfacing: — Minimum 1/2-In. thick exterior grade ceramic plaza deck walking tile, adhered in thin-set and grouted per the manufacturer's installation Instructions (Not UL Classified). SINGLE PLY MEMBRANE ROOFING SYSTEMS(MODIFIED BITUMEN) r, Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise Indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid@ Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications with inclines not exceeding 1h-in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications with inclines not exceeding 1/2-in. "Ruberoid@ Modified Bitumen Adhesive" or Monsey Corp. "MBA Gold"or Karnak"No. 81" adhesives may be used in any of the following noncombustible deck Classifications. "GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems. . . ••••�' • •••• (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32-in. minimum plywood Decks when?/r In. (minimum) gypsum board or'/4-in. (minimum) Georgia-Pacific Gypsum LLC"DensDeck @ Roofbo'at8,:4bensDetmime® •"••' Roofboard" or"DensDeck DuraGuardTM Roofboard"are used directly over the deck with all joints stcfdVbtW 6-in. (mifiimum) t1WX6.; plywood joints. •••• LOS:* • • A vapor barrier may be optionally installed under all systems utilizing any"EnergyrGuard@"type Insl44tk7, "GAFQLASO PerItW: a7 be used as an option over any"EnergyGuardTP9"type insulation. "GAFGLAS@ Stratavent Perforated&%$heet"f Wtf utllizVd,PsAP additional ply in any of the following systems. �•••�• • •• The following membranes may be used interchangeably within their own group: ' • ;...;. ••'••• • • • • • A. "Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Torch Granule-f- it"Rub."Torc�e..••: 180" or"ROOFMatchTm APP Modified Granular"or"Tri-Ply®TP-4G". ••.• ; B. "Ruberoid@ Mop Smooth" or"Ruberoid@ SBS Heat Weld Smooth" or"Ruberoid@ 601 Cap Plus" or"Ruberoid@ 30". C. "Ruberoid@ Mop Granule"or"Flex PRF"or"Ruberoid@ Mop Plus Granule"or"Ruberoid@ SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Plus"or"ROOFMatchTm SBS Modified Granular" or"Tri-Ply@ SBS Modified Bitumen Membrane". D. "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR". E. "Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT" or"Ruberoid@ EnergyCapTm SBS 30 FR". F. "Ruberoid@ 20"or"Ruberoid@ 20 HT"or"Ruberoid@ SBS Heat Weld 25." G. "Ruberoid@ SBS Heat Weld 170 FR", "Ruberoid@ EnergyCapTm SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld Plus FR". ' Insulation (Optional): — Perlite, fiber glass, polylsocyanurate, urethane or perlite/polyisocyanurate composite, butt offset a minimum of 6-in. from plywood deck joints. Base Sheet: —One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. ` Ply Sheet(Optional): —One or more plies Type G1, hot mopped in place. Membrane: — One ply"Ruberoid@ Torch Smooth" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5"or "Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Dual Smooth". Membrane: — One ply"Ruberoid@ Mop 170 FR"or"Ruberoid# Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapTM Mop FR". 12. Deck: NC Incline: 1 Insulation (Optional): — Perlite, fiber glass,wood fiber, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet: —One or more layers Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply® Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened. Ply Sheet(Optional): —One or more plies Type G1 hot mopped in place. Membrane: — One ply"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapTM Mop FR". 13. Deck: NC Incline: 1/2 Insulation (Optional): — Perlite, fiber glass,wood fiber, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet(Optional): —One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened. Ply Sheet(Optional): —One or more plies Type G1 hot mopped in place. Membrane: — One ply"Ruberoid@ Torch Smooth" (smooth) or"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Dual Smooth". Membrane: — One ply"Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCapT'" Mop W. 14. Deck: NC Incline: 1/2 Insulation (Optional): —One or more layers perlite, glass fiber, polyisocyanurate, urethane or perlite/polyisocyanurate composite, any thickness. Base Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"or Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" hot mopped or adhered with Karnak Chemical "No. 81"or Gibson- Homan "No. 6160" cold applied adhesive at 11/2-gal/100-ft2. Membrane: — One ply "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCapTm Mop FR" hot mopped or adhered with Karnak Chemical "No. 81" or Gibson-Homan "No. 6160" cold applied adhesive applied at ilh-gal/100-ft2. 15. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Polylsocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" hot mopped or mechanically fastened. .•.. Membrane: — One or more plies"Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT'or"Ruberoid® EnergyCap"°.!55$30 FR;a4t mopped in place. •. • ; • ..•••• .• . .••••. 16. Deck: C-15/32 Incline: 1/2 • Insulation (Optional): — Polylsocyanurate, wood fiber, perlite, or glass fiber any thickness,•hot�mopped:or w&hanicgliy .•.. . .•... fastened. � Base Sheet: —One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 B'h%jV*et" hptfgdWed or• •• mechanically fastened. •• •• •• • 000060 Ply Sheet: — One or more plies"Ruberoid@ 20" or"Ruberoid@ 20 HT" or"Ruberoid@ Dual R!M.th" hot mopped in place.. Membrane: —One or more plies "Ruberoid@ 30 FR" or"Ruberoid@ 30 FR HT"or"Ruberoid EnengyCapi"' SBS 30 FR;JU:, mopped in place. ;""• 17. Deck: C-15/32 Incline: 1/2 • • Insulation (Optional): — Fiber glass or perlite, mechanically fastened. Base Sheet: —One or more plies Type G2 hot mopped or mechanically fastened. Ply Sheet: —Two or more plies Type GI hot mopped or mechanically fastened. Membrane: — "Ruberoid@ 30" or"Ruberoid@ Modified Cap Sheet 601", hot mopped in place. Surfacing: — Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating"or"Karnak No. 97 Asbestos Free Aluminum Roof Coating" applied at 1 to 2-gal/100-ft2. 18. Deck: NC Incline: 1/4 Insulation (Optional): — Polylsocyanurate, perlite, glass fiber or wood fiber, 2-in. maximum. Base Sheet: —Type 15 asphalt organic felt or Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Ruberoid@ Torch Granule 1" (modified bitumen). MIAMQApE j Miami-Dade County Building &Neighborhood Compliance Department x?, HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Days, Roof System Manufacturer:I CROWN BUILDING PRODUCTS OF FL, LLC Notice of Acceptance Number(NOA): 14-1006.03 Minimum Design Wind Pressures, If Applicable(from RAS 127 or Calculations): P 1: -45.1 P 2: -78.6 P 3: -116.2 Maximum Design Wind Pressures,(From the NOA Specific system): 40.4 psf Pfi BY3 the _,z 'a et a Ja ,��. jai I a-pficc._ a y 2{ 9:> J?e _e. . o � x Deck Type: —5l8" Plywood— " � Optional Insulation: N/A Optional Nailable Substrate: N/A .. : Optional Nailable Substrate Attachment: Roof Slope: "/12" N/A Roof Mean Height: 18 ft. Basesheet Type: Method of Tile Attachment: #30 ASTM D226 TYPE 11 —Adhesive, Medium Paddy Polyfoam Polypro— 0000 Fastener Type for Basesbeet 4ttachm29ti • .. 0.000. Alternate Method of Tile Attachment per NOA 12 GA. 1-1/4"RING SHANK NAILS•.•. •, 0000 N/A 009.00 9 0000.. Tile Underlayment(Cap 8 b&fIType:...:0 • - 3face 24 ga— #90 ASTM D6380 TYRGW.GLASS.N000 DripEdge Size&Gauge: • 0;*60 66 0 600009 . 0 Tile Underlayment Attaci0me0f�0t.� ethod: 0 0. 0 0 Drip Edge Material Type: —Galvinized Metal— ASPHALT ASTM D3:2 WPE IV;----- • . 0000 . • 0 .. 6 Drip Edge Fastener Type: 12 GA. 1-1/4" R. SHANK NAILS Tile Profile: CONCRETE FLAT TILE-WINDSOR Hook Strip/Cleat gauge or weight I—n/a- MIAMt'QADE) Miami-Dade County Building& Neighborhood Compliance Department ' HVHZ Electronic Roof Permit Form "Delivering Excellence Every DaY` Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. P 1: -45.1 X X10.313 1 Mg; 8.04 =Mr1: 6.08 5 40.4 NOA Mf P 2: -78.6 X X0.313 = 24.6 _Mg; 8.04 =Mt2: 16.20 5 40.4 NOA Mf P 3: -116.2 X X0.313 = 36.37 _Mg; 8.04 =Mr3: 28.33 5 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' =or Uplift based file systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for aach area of the roof,then the file attachment method is acceptable. P1:OX1: = Xw: = -W:�=� XCos 0:E]=Fr1: 5 NOA F' P2: X1: = Xw: = -W: =� XCos 0:1::1=Fr2: 5 NOA F' P3: X1:�= Xw: = -W.. XCos 0:F-1, =Fr3: s© NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol .... . . .... ...... Table 1 RAS 127,or by an engineer analysis prepared,sired 4nd se94d& yy professional Design Pressure P1 or P2 or P3 engineer based on ASCE 7. •••;•• •• •••.:. Mean Roof Height H Job Site •....• . . ;••••; •- ..... Roof Slope 8 Job Site 000000 •• • ••:••• Aerodynamic Multiplier Product Approval(1660010 • " ' ••••;• Restoring Moment due to Gravity Mg Product Approval(IlOA) • ....:. Attachment Resistance Mf Product Approval(AQ)AS : .... •••••• Required Moment Resistance Mr Calculated • Minimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) I=length Tile Dimensions w=width Product Approval(NOA) .... ............ MIAMI-DADE COUNTY MIAMI•D1ADE PRODUCT CONTROL SECTION • 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ec�e��.miamidadc.}jo, ecoraom> Crown Building Products of Florida,LLC 6018 HWY 72 Arcadia,FL 34266 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Windsor Roof Tiles 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. 9999 . . 9999 9999.. TERMINATION of this NOA will occur after the expiration date or if there has been 1*rev1sion 9rtJVge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an gn0e�*ement Many proddaf, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure tc6romply6wit%any se0eno of this NOA shall be cause for termination and removal of NOA. 9999 :00000 9999. 69.89• 89 a 8.698 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Ftohda, and fdllAed byethc:- expiration date may be displayed in advertising literature. If any portion of the NOA is digpa til d,then it'shall be dont in its entirety. 9999:. . 999699 .9 . 9966 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its-diAn utors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 8. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA No.: 14-1006.03 MIAM�•DADE CouNTY APPROVED Expiration iration Date:01/29/20 Approval Date:01/29/15 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Windsor Roof Tiles,as manufactured by Crown Building Products of Florida, LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product Applicant Specifications Description Windsor Shake L= 17" TAS 112 Flat,interlocking,concrete tile equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.2" mortar or adhesive set applications. Thickness: 0.59" Windsor Split Shake L= 17" TAS 112 Flat,interlocking,concrete tile equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.3" mortar or adhesive set applications. Thickness: 0.59" Windsor Slate L= 17" TAS 112 Flat,interlocking,concrete file equipped with two W= 13" nail holes. For direct deck or battened nail-on, H= 1.3" mortar or adhesive set applications. Thickness: 0.59" Trim Pieces L=varies TAS 112 Accessory trim,concrete roof pieces for use at W=varies hips,rakes,ridges and valley terminadons. Varying thickness Manufactured for eacll tile profile*•,,,• „•••• .. 2.1 PRODUCTS MANUFACTURED BY OTHERS °° ° 0 00 0'0 • 0000°• • • • Product Name Product Description Msmifacturor 6 (Witleflft rent PGOA} ••••• 060606 60 • 0469 3MTm 2-Component Foam Roof Tile Two component polyurethane W Go°mpany..6.' •• Adhesive AH-160 foam adhesive. •••••• TILE BOND Roof Tile Adhesive Single component polyurethane The Dom Chgmical �m;any *0 6°° foam roof file adhesive. °..° .... :0090: "Tile Tite"Roof Tile Mortar Premixed,pre bagged roof tile Bermuda Roof Co Inc.: mortar. Bonsal Roof Tile Mortar Premixed,pre-bagged roof tile Bonsal American mortar. "Quikrete"Roof Tile Mortar,FL-15 Premixed,pre-bagged gray roof The Quikrete Companies,Inc. tile mortar. NOA No.: 14-1006.03 Mut ►o�CotlNrr Expiration Date:01/29/20 JAPPRApproval Date:01/29/15 Page 2 of 8 2.2 MANUFACTURING LOCATION 1. Arcadia,FL 2.3 SUBMITTED EVIDENCE: Test Agencv Test Identifier Test Name/Report Date Redland Technologies 7161-03 Appendix III PA 102&PA 102(A) Dec. 1991 7161-03 Appendix II PA 108 (Nail-On) Dec. 1991 Letter PA 108(Nail-On) Aug. 1994 P0631-01 PA 108(Mortar Set) July 1994 P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060A PA 101 (Mortar Set) March, 1994 Engineering,Inc. 94-084 PA 101 (Adhesive Set) May 1994 25-7094-2 PA 102 Oct. 1994 (4"Headlap,Nails,Direct Deck,New Construction) 25-7094-8 PA 102(4"Headlap,Nails,Battens) Oct. 1994 25-7094-5 PA 102(4" Headlap,Nails,Direct Deck, Oct. 1994 Recover/Reroof) 25-7183-6 PA 102 (2 Quik-Drive Screws,Direct Feb. 1995 Deck) 25-7183-5 PA 102(2 Quik-Drive Screws,Battens) Feb. 1995 25-7214-1 PA 102(1 Quik-Drive Screw,Direct Deck) March, 1995 25-7214-5 PA 102(1 Quik-Drive Screw,Battens) March, 1995 Project No. 307025 PA 100 Oct. 1994 Test#MDC-77 Celotex Corporation Testing 520109-1 PA 101 Dec. 1998 Service 520111-4 PA 101 March 1999 520191-1 PA 101 "ch 1999 . . . 0000 000000 Walker Engineering,Inc. Calculations Aerodynamic Multiplier•• s 0ic %ber 2007 .0 Calculations Moment of Gravity "'i" 'August 20ff"•• Calculations 25-7094 February 1096..; Calculations25-7496 •0000• ;••Apti119906•0••* Calculations 25-7584 06.00. Dioember L9%00 Calculations 25-7804b-8 •• •• *December W%.. Calculations 25-78044&5 :":': December 19960 Calculations 25-7848-6 0 9*Deecmber P9M8" Calculations 25-7183 •,.• Xrch 196.6 Calculations Aerodynamic Multipliers '..April 1999 Calculations Two Patty Adhesive Set System April 1999 NOA No.: 14-1006.03 Mt�4Minp►oe Bourn tr Expiration Date: 01/29/20 Approval Date:01/29/15 Page 3 of 8 • , o 2.3 SUBMITTED EVIDENCE(CONTINUED): Test Aeencv Test Identifier Test Name/Report Date American Test Lab of South RT0908.01-14 TAS 112 09/18/14 Florida RT0923.01-14 TAS 112 09/30/14 RT0923.02-14 TAS 112 09/30/14 RT0912.01-14 Restoring Moment 09/18/14 Aerodynamic Multiplier 3. LIMITATIONS 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 accordance with TAS 106. 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 Product Control office 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 All products listed herein shall have a quality assurance audit in accordance with the Ylbfi'da Building Code and Rule 61G20-3 of the Florida Administrative Code. = ••• •••• •••• • . 0 0000.. .. 0 0000*0 4. INSTALLATION •••'•• 0000.. • 0000 4.1 Windsor Roof Tiles and its components shall be installed in strict compliariccwifh Roo$iiA•Applicat" Standard RAS 118 RAS 119 and RAS 120. •••••• 000000 09:000 4.2 Data For Attachment Calculations .. 00 0000 000000 0000.. Table 1: Average Weight (W) and Dimensions (I x wj . ;••••• 0 0 0 0 Tile Profile Weight-W(lbf) Length-1 (ft) •• • vw l vw( ft)• Windsor Shake, Windsor Split Shake, 11.7 1.42 1.08 Windsor Slate Table 2: Aerodynamic Multipliers -A (fe) Tile Profile A (ft ) A (W) Batten Application Direct Deck Application Windsor Shake, Windsor Split Shake, 0.289 0.313 Windsor Slate NOA No.: 14-1006.03 MIAMMAD,COUNTY Expiration Date: 01/29/20 Approval Date:01/29/15 Page 4 of 8 Table 3: Restoring Moments due to Gravity- M9 (ft-lbf) Tile 7":12" or 2":12" 3":12" 4":12" 5":12" 6":12" Profile greater Windsor Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Shake, Deck Deck Deck Deck Deck Deck Windsor Split Shake, 8.27 8.26 8.19 8.17 8.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46 Windsor Slate Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Windsor Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2 Windsor Split Shake, 1-10d Smooth or Screw Shank 7.3 9.8 4.9 Windsor Slate Nail 2-10d Smooth or Screw Shank 14.0 18.8 7.4 Nails ••• 1 #8 Screw 30.8 •.3d.$ . .•18.2 •• 2#8 Screw 51.7 0083.7 ' ' 24.4"06' 0000.. 1-10d Smooth or Screw Shank 24.3 0.24ti3 •24.3 Nail (Field Clip) •••• ••••• 1-10d Smooth or Screw Shank 19.0 ..19.0 .'.'22.1..... Nail (Eave Clip) •••••• •• 2-10d Smooth or Screw Shank 35.5 . 35.5 :00006 34.8, Nails (Field Clip) : . ' : " 2-10d Smooth or Screw Shank 31.9 31.9 pe 0 32.2 Nails (Eave Clip) 2-10d Ring Shank Nails 50.3 65.5 48.3 1 Installation with a 4"file headlap and fasteners are located a min. of 2Y2"from head of file. NOA No.: 14-1006.03 CMLAADAD0 COUNTY Expiration Date:01/29/20 Approval Date:01/29/15 Page 5 of 8 Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, Windsor Split Shake, Adhesive 31.33 Windsor Slate 2 See manufacturer's component approval for installation requirements. 3 TILE BOND Roof Tile Adhesive;Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH-160;Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 118.94 Windsor Split Shake, 3MTm 2-Component Foam Roof Tile Adhesive AH-160 40.45 Windsor Slate 4 Large paddy placement of 45 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. 5 Medium paddy placement of 24 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) 6.00•. for Mortar Set Systems • 0 0.00 0.00• 6. 6 .. . Tile Tile 0.0;0• Attachment 0.00• Profile Application •Does• Resistlince �.... Windsor Shake, 0.00 0.00• Windsor Split Shake, Mortar Sets 6 6.; M-17. .•'•• Windsor Slate .. 00 6 6060. 6 Seespecific mortar manufacturer's Notice of Acceptance 6 • 66666. 5. LABELING •..• . ... • •••••6 6 . All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". Nd H 0 S In 000 mo [�� R a oho WINDSOR SHAKE,WINDSOR SPLIT SHAKE,AND WINDSOR SLATE ROOF TILES (LOCATED ON UNDERSIDE OF TILE) NOA No.: 14-1006.03 MIAM�•DADE COUNTY Expiration Date:01/29/20 Approval Date:01/29/15 Page 6 of 8 6. BUILDING PERMIT REQUIREMENTS: 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES o 9099 9999 0999•• •• ••• •• • 9099.• • 9099• • . • 9009.• 9999 • • • • • • 9999.• • 9909• 17" • 0090090.9. •. . 0000. •• •• •• . 0090.0 0000.. 00 0000.. • . . 0000.. •. . 00.0 13" X00 WINDSOR SLATE NOA No.: 14-1006.03 JAPPROV_EMu►Ma�e cD 1 Expiration Date:01/29/20 Approval Date:01/29/15 Page 7 of 8 e PROFILE DRAWINGS(CONTINUED) FASTENER HOLES u �i 17" 13" WINDSOR SHAKE FASTENER HOLES 0 0 • • •••• •••••• 17„ •• •• • •••••• •• • •••••• • •••• • •••.. •••••• •• • ••••• 13" .. .. .. ...... . . . . ...... WINDSOR SPLIT SHAKE • END OF THIS ACCEPTANCE NOA No.: 14-1006.03 MLAM14=E COUNTY Expiration Date:01/29/20 Approval Date:01/29/15 Page 8 of 8 R i MIAMI-DADE COUNTY P IAM_ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ie isii.miamidadc.gov/cconomi, 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive 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 aw product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tQ comply with as sectiox•©f�• this NOA shall be cause for termination and removal of NOA. •• •• • 0.0.00 .. . 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, loFA and followed bj'oko expiration date may be displayed in advertising literature. If any portion of the NOA is dN,44yed,therh%ftll be AW,. in its entirety. •• •• •• • 0000.• INSPECTION: A copy of this entire NOA shall be provided to the user by the manu* tt;t= or its distributors and, shall be available for inspection at the job site at the request of the Building Official. '""' 0000.. 0 . . 0000.. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. 00 The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMI PDE COUNTY Expiration Date: 05/10/17 • • p. Approval Date:09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 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 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: 0000 ProveProverty Test Results • 0000 0000.. Density ASTM D 1622 1.6lbs./ft.' •• •••••• •• Compressive Strength ASTM D 1621 18 PSI Parallel to rise " ' •••••• 12 PSI Perpendicular to nse•• :0000: 0000 Tensile Strength ASTM D 1623 28 PSI Parallel to rise •••••• 0000 . 0000. Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perin/Inch •• •• •• 0000.. Dimensional Stability ASTM D 2126 +0.07%Volume Change P,40;F.,2 weeks •, +6.0%Volume Change(d,15 8 F., 100%JiUidiW,29•• weeks .0900. .. 9 0000 Closed Cell Content ASTM D 2856 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 manufacturing variation. NOA No.: 14-0805.01 MIAM1APPR COUNT? Expiration Date: 05/10/17 Approval Date:09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 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 Celotex Corp.Testing Services 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 Ass2mbty for fireitipg. •• 2. 3M' 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,*Ibw,'�high We Profiles" 3. Minimum underlayment shall be in compliance with the Roofing Application StandardeRAS 1209 4. Roof Tile manufactures acquiring acceptance for the use of 3M"W 2-Component FoamXoof Tile Adhesive Allf 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 10j.0•• •• 0 9006:6 5. All products listed herein shall have a quality assurance audit in accordance with t1W 1186da Building Code anti. Rule 61G20-3 of the Florida Administrative Code. :••.:. """ 00 0 NOA No.: 14-0805.01 Mu►htt use Coin Expiration Date: 05/10/17 JAPPROVEDI Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B"component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive 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. 0006 60.0 60.0.• • • • 0 •• 9 •9 • • 000900 •• • 9400•0 040.• 9• • • • •999•• 0000 • • •••••6 09:600 66•6•• 6666•• •• • •• •• 4• • •669•• • •9••9• 9 • • • • 000090 0000•• • • • •0090• • w • NOA No.: 140805.01 Mu�►r�FDADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq.inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq.inches each bead 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. QML -RADE COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 . . 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000 .. . 0000.. 0000.. 6 . . 6 . 0666.6 666666 0 6 6 . 666666 66 . 6666 . 6 NOA No.: 14-0805.01 MIAMFDADe CouN5r Expiration Date: 05/10/17 Approval Date:09/04/14 Page 5 of 11 • r ADHESIVE PLACEMENT DETAIL# 1 hPlank Ounmt 18044 ir"� Flat/Low Profile Tile yt "1 n 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam P paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the file 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. l�} Ema•Cleem•____ 4 �t� p-x l Medium Profile/ Double Pan Tile ®loll through piaskc mnem 1when rewired? 1. Starting at the cave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam h� paddy onto the underlayment positioned as shown ~' under the pan portion of the tile closest to the d overlock of the tile being set. ,- _•';_ 2. Continue in same manner.Insure approximately 17 `' �' sem` (109.7 cm2)-23 (148.4 cm2)squar�inc adhesive contact with the undertide( the tile.- 00 •••• • c '-ti. 9dJ Ira `"`` n.•ry`=�-'�y4t�` • 0000% • -,� _- `�4- a�°:-.lift- •••••• •• • •••••• me _ �-=s'==•�''� � Ems+t:la�ur,� • •••• • ••••• •••••• •• • ••••• DIM54 h pkak --_ High Profile/Single Pan"Fil8• •• • •••••• P,whfm ee�a ss11 ° y _ t�atddl i e hE�lpi •••••• • •• ! • • • • ar�a•ri rR.m+. y`_-;. 1- 1. Starting at the cave coarse,apply 6-Fmxxxum 2''••••• (50.8 mm)x 10"(254 tao)C1"(25.4 44m)foata••• paddy onto the underlayment positiQued&s shown under the pan portion of the file closest to the ' L' overlock of the tile being set. t 2. Continue in same manner. Insure approximately 17 (109.7 cm)-23 (148.4 cm2)square inch adhesive contact with the underside of the tile. � [saurs•e`t�`"�"' -13,1�'��,�,;> -Fdts�a dmum ••SL. {tom". ` NOA No.: 14-0805.01 APPROVEDI MIAMI LP14DE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 rergrn•nc.�" aie, ,�ra Flat/Low Profile 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 strengthening rib of the file closest to the Overlock of z 5 the file being set.Insure approximately 17(109.7 cm2) �. , �„ ��,•, - _ —23 (148.4 cm)square inch adhesive contact with the r rr - underside of the tile. 2. At the second course apply a minimum 2" 50.8mm = Ri x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the 3 PrP s = 1 :. underlayment positioned as shown under the }=>; strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan Tile __-Faddy a gth1i100 1. Starting at the eave course,apply a minimum 2"(50.8 may— I mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy q�irsFayre+anE W •000 onto the underlayment p%itioqed as shoAq underlOjos* �`- pan portion of the tile cloSgt to:the ovWock of the .• tile being set. Insure approximately 114 409.*7 cm2).,..:. 2M. as 23 (148.4 cm)square incirackesive contact withe • •••- y ;x�y _`' yet+ • • • • underside of the tile. 000000 . ..... 2. At the second course,appjy%p imut4>.0 50.84)... x 7"(177.8 mm)x 1"(25.4 mW foam paddy onto the,• R�Wv ctoaiff• underlayment positioned Is shown under the pan ....:. portion of the tile closest:o the pverlX Ilse tilg • •••• •• • •• • being set. •• • • • •• • 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MIAMhDADE COUNTY APPROVE iration Date: 05/10/17 , Exp' Approval Date:09/04/14 Page 7 of 11 Y • ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) so dffHigh 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. Insure approximately 17(109.7 cm)- � , t� zo z z t� 23 (148.4 cm )square inch adhesive contact with the underside of the tile. rra : ` ,� ``'`" rte. 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 Ion,-.t ��,. ��ice= � � portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm) - 19(122.6 cm)square inch adhesive contact with the underside of the tile. 0000 . . 0000 0000.. . 0 0000.. 00 . 0000.0 060.0. 6 . 0000 0000.. . . 6.666. 0000 0.0 0000. 0000.. .. . 000.0.. . . . . . .. 6. 60 . 0000.0 ...... 0 00 . 6 . 0 .00000 0000 . . . 0.06.0 .. .6.. . 00 0 NOA No.: 14-0805.01 Mu�t•�e Cout�mr Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 r M ADHESIVE PLACEMENT DETAIL#3 mfl ffi'nowh plaw'E ce meu PaM Y awhMm tires? 6WhS®Fe1OhWJ ,I 1. On the eave course only,apply a minimum 2" (50.8 eanwn ° f mm)x 10" (254 mm)x V (25.4 mm)foam paddy ° gay Cumdw mer onto the underlayment positioned as shown,under k_' �yip the strengthening rib for flat tile or under the pan portion of the file for low or high profile tile closest a to the overlock of the tile being set.Leave :a 1n approximately 4" (101.6 mm)up from the eave . y `�- edge free of foam to prevent the expanded adhesive 284im. from blocking the weep holes. Insure • -� approximately 17-23 int(109.7-148.4 cm)of 7vfn, adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Ramaw Rmf leTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nadmuoomfiewment ShVe p=My unda tae pan portion of the tile,closest to the underlock for l " `dD Pad*(betwem Wes) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Bates Pa fund de) contact with the underside of the tile. Ski& � (Instructions continued on next page) an top a4hL 4 0000 SW4kpm*on ». thin. '' 36a. 0000•• • • • Eon 000.0• `sy 0000 • • • • ®ssure • • 0000•• 0000 • 0000• Ea I ecomaM Fasda ••�••� 0000•• 0000• •• •• •• • 0000•• • VkAwnimfleTBe i••i°i • •• • • • • 0000•• 0000•• • • • 0000•0 •• 0 0000 • • • • NOA No.: 14-0805.01 hfu�hrJ APPRO ED'i Y Expiration Date: 05/10/17 Approval Date:09/04/14 Page 9 of 11 h r ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) &Ithmugh SinoepaIdI Lmderffle When Fleas 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 ° ' (19 mm)paddy on top of the cave course tile ° Pada 4�aadeF tile) surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. F- Install second course of tile.Insure approximately x4fm9 58.1 cm2) - 11 (7 ICM2square inch adhesive contact with the underside of the file at the overlap Ra ft xsal�.en and 7(45.2 cm2)-9(58.1 cm)square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eme Courw �elm 10 in in- Eave dl°im . ' Drip edge Hegh PreflleTiie . . .... ...... ...... .. . ...... .... . ..... ...... .. . ..... .. .. .. . ...... . . . . ...... '� ��" � NOA No.: 14-0805.01 �lffM�a�;CMW Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan) Tile 1. Starting at the eave course,apply a minimum 2" ie contact with the pan die. adtleve ss to 70 sq in. 5wh a��cations (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam 2)Tum rovers upside domn.Piace adhesive in paddy onto the underlayment positioned as tot in.fromoutsideedgeofcovertile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. -3° tiles from rocking until adhesive has a chance to cure. IUnderlayment 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65 (419.4 cm)—70(451.6 cm2) square inch adhesive contact with the underside sig of the pan tile. Eave closure ray r (motarshovm) 3. Tum covers upside down exposing the underside weeph°le Fascia soars of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion oftheeave co use cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tile.Ensure eave end of pan and cover tiles are flush at eave line approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is eppl!i.d and plaice onto pan file cpur.•insure mi'nimunrof*;• 20(129 cm2) -25 (161'3 c1n)sgMv Mach contact area on each:i.a of the civ er the to file pan tile. Continue in s.W@ manngr.Trim awV••• any cured exposed ftoan adhesivt*P'olAting Qfo 0+. longitudinal edges o€4kecover tiles�� +• •+• considered optional'• •• •• • see*** 5. When additional nailing is requi;adl!,•1*'(50.8 •+*+ mm)x4"(101.6 mr;I�Ilrrs or tbg AP wire ;••••; system using galvanized,stainlegs sM,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 IN[AMI-DAI COUNT? Expiration Date: 05/10/17 Approval Date:09/04/14 Page 11 of 11 r ti Miami shores Village loss umm Building Department +� 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 08-14-2016 10050 NE 2"d Ave Miami Shores, A 33138 Re: Owner's Name: MICHAEL REGUZZONI Property Address: 1260 NE 93 STREET Roofing Permit Number: Dear Building Official: MICHAEL REGUZZONI certify that I am not required to retrofit the roof to wall con neioras of my . . loll loll.. building because: '.•' : .. . .' e The just valuation for the structure for purpose of ad valorem taxation is less than$300,00 00:Please atta;h proof p ad•; loll.. ..•• . . . • valorem taxation. • •••••• loll ..•.. ❑The building was constructed in compliance with the provisions of the Florida Building Cod4 JFD.J or wKh.1 ag•provisi�fi ;• of 1994 edition of the South Florida Building Code(1994 SFBC) '. loll.. MICHAEL REGUZZONI B � Sig War-e- Print Name y State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the abov tioned. Swom to and subscribed before me this TH day of AUGUST 2016 � 0 moi Notary Public, Sate of Florida at Lar • When the just valuation of the shuclure purpose of valorem taxation is equal to or more%an W,OW.00,and the building was not consh ded with FBC nor a 1994 SFBC.Then you must provide a building a on from a General Contractor for the Roof to Wail connection Hurricane Mtiigation. Revised on 5/21/2009 MIAIA- 4 DE' elivering Excellence Every Day" NIIANII-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to :plain to the owner the content of this form. The owner's initials in the designated space indicates that the item is been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ane) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion xrformance standards. Aesthetics(appearance) are not a consideration with respect to workmanship provisions. esthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida wilding Code. ('The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring fits (i.e. townhouses, condominiums,etc.). In buildings with common roofs,the roofing contractor and/or vner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be .ewed from below. The owner may wish to maintain the architectural appearance; therefore,rog fWg nail ;netrations of the underside of the decking may not be acceptable. The owner provides�tkp optf©x of ••••�• .aintaining this appearance. •• •• • • 5.Pondingwater: The current roof system and/or deck of the building ma�� train we and `a •: Y g Y R4�. � fuse water to pond(accumulate)in low-lying areas of the roof. Ponding can bean inmeation of sMcturad•:•• 0000. .. 0000. .stress and may require the review of a professional structural engineer. Ponding ma,* s omen ti e 0 cpectancy and performance of the new roofing system. Ponding conditions may notbeevvident until the original ►ofing system is removed. Ponding conditions should be corrected 0000.. 000000 • • 0 .0000. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the r4Wf not' verloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if verflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance ith the requirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing. WJ 7.Ventilation: Most roof structures should have some ability to vent natural airflow through the aerior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be :duced. wner's/Agent's Signature: Date: ontractor's Signature: Permit Number: roperty Address: 1126ONE93STREET