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RF-17-2251• Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Parcel Number Issue Date: 9/19/2017 Permit NO. RF -9-17-2251 Permit Type: Roof Work Classification: Tile/Rat Permit Status: APPROVED Expiration: 03/18/2018 Applicant 10683 NE 11 Court Miami Shores, FL 33138-2122 1122320280180 Block: Lot: LUIS FELIPE PARDO Owner Information Address 10683 NE 11 Court MIAMI SHORES FL 33161- 10683 NE 11 Court MIAMI SHORES FL 33161- Phone Cell Contractor(s) FLORIDA MYTECH ROOFING INC Phone (305)820-4222 Cell Phone Valuation: Total Sq Feet: $ 19,950.00 3067 Type of Work: Re Roof Additional Info: RE -ROOF TILE & FLAT Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $12.00 $4.88 $4.88 $4.00 $325.00 $9.00 $16.00 $875.76 Pay Date Pay Type Invoice # RF -9-17-65099 09/19/2017 Credit Card $ 825.76 $ 50.00 09/19/2017 Credit Card $ 50.00 $ 0.00 Bond #: 3510 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A construction (DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating d zoning. Futhermore, I authorize the above-named contractor to do the work stated. Auth rized gnature: Owner / Applicant Building Department Copy / Contractor / Agent September 19, 2017 Date September 19, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2014-gfi11 Master Permit No. P F ( 1— 2_ZS Sub Permit No. ❑ BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ['PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /04483 hIc // Court ,tIi2 .5‘re-5 ie 33 /G/ City: Miami Shores County: Miami Dade Zip: 3_3 / G/ Folio/Parcel#: 1/- c2a-3? - Oz2 - 0/ 70 Is the Building Historically Designated: Yes NO '' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): a'tt4J' O.--; 4)6e ""Par," Phone#: 3O• *47 - 942/ Address: iaG 73 /ye- /1 City: A-1/arnc 4,0-r^4$ State: rt Tenant/Lessee Name: Phone#: Email: Zip: .33/ to CONTRACTOR: Company Name: /`/rtilif.-' /€1744-/-4 y� .7 -1, -----•Phone#: - .??4 -r22-2-'Address: %1 k� taaS% 29 112, / City: 7</,/, stht sat -4. State: %T Zip: 3-3 /d'r Qualifier Name: c C -3a - h3. :,Qr-tea Phone#: �O f. 226 - V22- 2— State Certification or Registratgn #: «/32-9,3 ZY Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: //�� AJ • off• Value of Work for this Permit: $ /9 /• Square/Linear Footage of Work: ,3 ©{o7 Type of Work: ❑ Addition ❑ Alteration Description of Work: �e..- - re, O . ❑ New Repair/Replace ❑ Demolition Specify color of color thru tile: jarce_loyta 9 Do Co(d usT CAo,t-- rq , ��cc Submittal Fee $ SD � i (j Permit Fee $ ��L�,Q� CCF $ 1^� - Q CO/CC $ Scanning Fee $ 9 Radon Fee $ 4 • U� DBPR $ 4 .`5p Notary $ Technology Fee $ i G Training/Education Fee $ 4 Double Fee $ Structural Reviews $ ?.Bond $ TOTAL FEE NOW DUE$ 32.-)..5 .fib (Revised02/24/2014) as Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will b - delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement st : - posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenc of s h posted notice, the inspection will not be agproved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument /frdayof clams me or who has pro identification and NOTARY PUBLIC: Sign: Print: Seal: Gas acknowledged before me this ,,4 4 t ,20 / % , by Pa4l z:, , who is personally known to JOSE N OROZCO • _aRidNIOPubiic - State of Florida My Comm. Expires Mar 23, 2018 Commission # FF 102126 Banded laugh Nm Mary Aisri, *********************************** APPROVED BY (Revised02/24/2014) Signature The foregoing instrumen day of me or who has produc identification and who NOTARY PUBLIC: CO RACTOR acknowledged before me this 20 / 7 , by rLG4 , who is personally known to Sign: Print: Seal: as oath. JOSE N OROZCOO s_ NY Pad t - State of Fbride • my Comm. Expel Mar 23.2018 Commission # FF 102126 13031=0 Though National Notary assn. Plans Examiner ** *************************************i**************************** Structural Review Zoning Clerk Master Permit No. Contractors Name ROOF ASSEMBLIES ROOFTOP STRUCTURES Florlda Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application For Section A (General Information) Job Address /(241.7-3 E Low Slope 0 Asphaltic Shingles A/ 7 dew Process No. . •... .... 0 New roof O Repair ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles O Prescriptive BUR -RAS 150 ROOF TYPE 0 Maintenance 64141004. . . . Mor•••• • tal'ldgtlp•.9ive Set.Tiles • ❑• Wood•Shillgles/Shakes• • • l Reroofing . . . • • . . . •• . . ROOF SYSTEM INFORMATION Redotikrrna Low Slope Roof Area (SFLY13 Steep Sloped Roof AREA (SSF).Z% ,Total (SF) 3Di'7: Section B (Roof Plan) 1 1 ....1. .1 1 1 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. T*--- 2 ZS I 'X26 /rd o ?x23= G2/ `%12= 3o0 x3= y8 s-ic VS— iX/7 % 51ti'3 1111111111111111111111111111111111111111011111111111111111111111111111111 IIIIIIIIIMIIIIIIOIIPAIIIIIIIIEIIIJIAIIIIIIIEIMIIPMIIIIIIIIIIII --��►����11�������9 111 .I�III��IIu --UR�I11����i11�� 01��11I�11lir■ --���M'��IIII��INI ■1111111111111! 104' ■ N ■�l�f,�1 IIIINIMIIIIIIIIIIEIIIIIIPIIIIIIIIIIIFZIINNIIIIIIIIII 'P i ELI — ��RRU au��� ■ 1111111101111111 111111111111111111111111111111111111111111111/11111111111111111 NMI'IIIIIIIIIIIIIIIIIML'EMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SIM FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Agreement. No further reproductions authorized. Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eimer Psiacio on Jun 8, 201310:32:12 AM pursuant to Li9cense INTERNATIONAL CODE COUNCIL BLDG DEPT 1 1 1 1 1 1 1 IJ 1a w w ILL IQ 1 Iw STA7F AND COUNTY RULES AND REGULATIONS _Roo31ope: : 12I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If A pllcable (From RAS 127 or Calculations): P1 3 .... P1; ��-/ P1: X19•• / / I ,/ o f 7 �'/t ,¢tea• Ridge Ventilation? Deck Type: 'Ciao 1 1 1 1 1 1 1 Type Underlayment: Insulation: Fire Barrier: Mean Roof Height: Ai • • Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: FLORIDA BUILDING CODE -- BUILDING, 5th EDITION (2014) Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED);mousedbyFJiezer 15,39 Agreement. No further reproductions authorized Palacio on Jun 8, 20131032:22 AM pursuant to License INTERNATIONAL CODE COUNCIL'` "Type & Siae Drip Edge: 1 1 1 1 1 1 Section E (Tile Calculations) 1 For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr values are greater than or equal to the•Mr values, for each area of the roof, then the tile attachment method is acceptable. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Method 1 "Moment Based Tile C tculations Per RAS 127" (P2 � = //-)1.) - Mg: 7 " = M„ )II Product Approval Mr �J r6/) - Mg: i u x Ma ala f. Product Approval Mf DO" (P3: x7. , _a - Mg: 2` Ma ' Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below` Required Moment of Resistance (Mr) From Table Below Product Approval 14 Mr required Moment Resistance* Mean Roof Height Roof Slope 2:12.,, 15' 34.4 3:12 20' 36.5 25' 38.2 30' 39.7 •••• • . • •. • . . ...• .• . . •••• • • • • . 32.234.4 36.0 4:12 30.4 37.4 39.8 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Appeals. 'Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County B and of Rules and For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. • • • .• • . . •••• ao' . • . •• 42.2 ••• • . . .. (P1: x L (P2: x L (P3: x L Method 3 "Uplift Based Tile Calculations Per RAS 127" x w: _ � - W: x cos e = Fr, Product Approval F' x w: _ ) - W: x cos e = F Product Fa Approval F' x w: _ j - W: x cos e = Fa Product Approval F' Where to Obtain Information Symbol Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions P1 or P2 or P3 --H e 7, Mo Mr Mo F' Fr W Where to find RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Job Site Job Site Product Approval Product Approval Product Approval Calculated Product Approval Calculated Product Approval Approval All calculations must be submitted to the building officia l at the time of permit app cetio . 15.40 INTERNATIONAL CODE COUNCIL . . . Copyt+sht licensed (ALL RIGHTS FFLLOORIDDABUILDING CODE - BUILDING, 5th EDITION (2014) Agreement. No further reproductions authori )1accessed by Moser Palacio on Jun 8.2015103212 AM pursuant to License ROOF ASSEMBLIES AND ROOFTOP STRUCTURES High -Velocity Hurricane ZonenUniform Permit th Edition Application Form. 1 Section C (Low Slope Application) 1 Fill in specific roof assembly components and identify 1 manufacturer 1 (If a component Is not used, identify as "NA") 1 1 System Manufacturer i 1 1 1 1 i 1 1 Gauge/Thickness:_ / " 1 1 1 11 1 1 1 1 Top Insulation Layer: Top Insulation Size and Thickness: Product Approval No.: -Lo3Z> . a 2 - Design Wind Pressures, From RAS 128 or Calculations: —__ Max. Design Pressure, from the s cific product approval system: Deck Type: 444741°.4 Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. ! 2p. S0 Base Insulation Size and Thickness: Base insulation Fastener/Bonding Material: 1 Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 't -el € i- r� 1 Base Sheet Fastener/Banding Mate i l: 1 1-•oose, LL. PIy Sheet(s) & No. of Ply(s): CD1J2-- berl)i do 20 1 PIy Sheet Fastener/B., ding Material: , 1 Top PIy: l Vle.r0-2 tam 18.98 Top PIy Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: •• • 0.00 Field:.. " oc @ Lap, # Rows 7�� • oQ • • • • Perimeter: [a ~ oc @ Lap, # Row'*@- oc• Comer:oc @ Lap, # Rows •g,• /4 2oc .••• Number of Fasteners Per InsulatiB• " c►ti Qom: . • • 0000 Field "' — Perimeter `- • . " ._; •T. • •Come•r --.-- Illustrate .rIllustrate Components Noted and Detail! as Applicable: Woodblocking, Gutter, Edge Termiiiition'StrippICfslathing, Continuous Cleat, Cant Strip, Base Flashing, CCoounterfl9Ehing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. R 4 I .) tt%4411 � 4; qty FT INTERNATIONAL CODE COUNCIL` 1 1 1 1 1000.0 1 .1 • ti J J Parapet Height �D' Copyright FLORIDA BUILDING CODE — BUILDING, Mb EDMON (2014) Agreement No further reproductions authorized. ed by. ICC (ALL RIGHTS RESERVED); accessed by Elie= Palacio on Jun B, 201510:32:12 AM pursuant to License Mean Roof Height • .• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide thQBVGfle‘with the required roofing permit, and to explain to the owner the content of the section. The$row3ions of glen R4402 • govern the minimum requirements and standards of the industry for roofing system inskil irsis . ate.: . t,.... following items should be addressed as part of the agreement between the initial in the designated space indicates that the item has been explained. •••• • • • • • .• Renailing wood decks: When replacing roofing, the existing weed teof deck nl2tyhave to be renailed In accordance with the current provisions of Section R4403. (The tddfk is usuailY • • concealed prior to removing the existing roof system). • • • •' •• • • •• • ••• • • • 4. _ke___,Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. cir 6. Overflow scuppers (wall outlets): It is not overloaded from a buildup of water. Perimeter/edge wall or ther roof d that textens flowser off so ty bat the roof is lock s discharge if overflow scuppers (wall outlets) are not provided. It may be cess- to astall verflow scuppers in accordance with the requirements of Sections R4402, R440 1: nd Owner/Agent's • nature Date/, Property Address Revised on 7/9/2009 LD;07/01/2015; tis —l6. /j Contractor Signa re Date Permit Number Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING me. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES : . • . • • • • PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, R 33138 Re: Owner's Name: \-34-ZS FSG' Property Address: Roofing Permit Number: Dear Building Official: 1 S Pei; he?otrdc-' certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure forur p pose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edi 'on of the ou Florida Building Code (1994 SFBC) I•-ui S ce-1 � Rcb-CLO3 Print Name .. . ... • . • •••• • • .•• • • •••• • f5ete..049 :1 16 — i �i ... •••• • • •• • • • • •• � • • • •••• • •• • • Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/sh: is the owner for the above property Swom to and subscribed before me this 1 P P dy mentioned. ntloned. y �r,r , �• ' �2‘wsrbi o rozco 2 fl otary Public - State of Florida My Comm. Expires Mar 23, 2018 Notary Public, Sate of Florida at Large .o OY j.,4p. Commission FF 102128 Bonded Through National Notary Arra • When the Just valuation of the structure forpurpose rpose of ad valorem taxation is equal to or more than 3300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 9/16/2017 Property Search Application - Miami -Dade County PEDRO J. 6ARCIA ' I MIAMI-DADE PROPERTY APPRAISER When buying real estateroe •••• P P rty, you should not assume that property taxes will remain the same. Whenever there is a change in ownershir, the assessed value stk. property mmaynse►tsfall IMPORTANT market value, which could result in higher property MESSAGE • • taxes. Please use our Tax Estimator to approximate your new property taxes. • • • • • • • • • The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for addltionairrafarnsaiien.• •••• • • Address Owner Name Folio SEARCH: 10683 ne 11 ct PROPERTY INFORMATION Folio: 11-2232-028-0180 Sub -Division: MIAMI SHORES ESTS Property Address 10683 NE 11 CT Miami Shores, FL 33161-2122 Owner MEIKE ESPINOSA LUIS FELIPE PARDO Mailing Address 10883 NE 11 CT MIAMI SHORES, FL 33138 PA Primary Zone 0800 SGL FAMILY- 1701-1900 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Haff 2/2/0 Floors 1 Living Units 1 Actual Area 2,096 Sq.Ft Living Area 1,810 Sq.Ft Adjusted Area 1,737 Sq.Ft Lot Size 11,700 Sq.Ft Year Bulk 1957 ttp://www.miamidade.gov/propertysearch/#/ • •••• • • •••• • • •• •• • • • • • •• • • • •••• • • • • Suite • • • • • • • • •• • • • • • • • • Q ••• • • • • • •• Map View . Layers 9/16/2017 Property Search Application - Miami -Dade County Featured Online Toole Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value Assessed Value 4 TAXABLE VALUE INFORMATION COUNTY Exemption Value Taxable Value SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL ttp://www.miamidade.gov/propertysearch/#/ Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice 2015 $143,960 $102,138 $0 • • • • • • • • • • Sr • • • •••• • • • • • • • • • •••• • • • •••• • • • • • • • • • • • • • •• •• • • • • • • •••• • • • • • • • • • • • •• • 2014 $199,224 $99,009 $0 • • • •• 201g Aerial Photography :•... ••• • • • • • •• 2013 $139,184 999,009 $0 $246,096 $298,233 $238,193 $199,047 $197,468 $194,550 2015 2014 $50,000 $50,000 $149,047 $147,468 $25,000 $174,047 $50,000 9149,047 925,000 $172,468 950,000 $147,468 2013 $50,000 9144,550 925,000 $189,550 950,000 $144,550 LICENSE No: CCC 1329324 p Mr ROOFING, INC. INSURED 7282 WEST 29 WAY - HIALEAH, FL 33018 TEL: (305) 820-4222 VISIT US AT: WWW FLMYTECHROOFING. COM To: Meike Espinosa & Luis Felipe Pardo Address: 10683 NE 11 CT City, State, Zip Code: Miami Shores, FL 33161 Tile & Flat Roof Proposal — Contract Date: August 21, 2017 Phone:305-967-9625 FLORIDA MYTECH ROOFING WOULD LIKE TO THANK YOU FOR THE OPPORTUNITY TO SHOW YOU OUR ESTIMATE WITH THE PURPOSE • • • • ••••••• TO DO YOUR ROOF. • • • • 1. Tear off existing roof down to wood deck or smooth workable surface.• • • • • •••• 2. Replace all rotten wood on the roof up to 200 FT of 1x6 or 1x8 V joint or up to 6 sheets plywood 4x8 at no extra cost to contract price. For additional wood please refer to the Lumber Price List •• ••••• • • • enclosed. •••• 3. Re -nail wood sheathing as per Florida Building Code Chapter 23.• • • • • 4. Install one ply of anchor sheet # 30 Lbs. roof felt mechanically attached to wood sheathing with• • ••• • Y4"R.S nail. 1 • • • • • • • • • 5. Install all new metal roof accessories using not less than 26 gauge galvanized. • • • • • • • • • 6. Install all pipe roof penetration flashing with approved lead sleeve -type (except gas water heater • • • • • vents). • ••• 7. Install new eave drip 26 gauge galvanized metal over another sheet at fascia perimeter. • • • • • • • • • • 8. Install on all valleys 16' wide gauge galvanized metal over # 30 felt. • • • 9. Over installed anchor sheet, apply one layer of Bora! TileSeal premium self -adhered roofing and waterproofing underlayment, end laps back nailed. 10. Install on all valleys (1) ply polyglass cap sheet self adhered over polystick to plus and 16" galvanized metaL 11. Install tile as manufacture's Product Control Approval in a workmanlike manner. Tiles are to be installed with poly foam application. I hereby agree that the tiles will be: Concrete tile - Barcelona 900 12. FLAT ROOF 13. Install wood nailer 2x6 PT attach to the wood deck with nails on flat roof perimeter. 14. Install one (1) ply of #75 Glass base sheet mechanically attached to wood sheathing with 1 ''A" RS nails 6" o.c. ap, 12" o.c. field in compliance with roof system and Florida Building Code chapter 15 15. Install 1 'h" EnergyGuard PolyIsol insulation adhere with hot Asphalt. 16. Install one layer of 'GAFGLAS' Stratavent Eliminator perforated venting base sheet, lose laid dry. 17. Install one ply Ruberoid #20 adhered in a full mopping ASTM -D 312 type IV hot asphalt 18. Install one (1) ply of 'GAFGLAS' mineral surfaced cap sheet in a full mopping of ASTM -D 312 type IV hot asphalt. (white granulated surface CLASS A fire resistant) 19. Upon completion with roofing work we will remove all debris from work site leaving the work area and surrounding neat and in clean conditions. 20. All necessary license, insurance, taxes, and permit fees are all included in this proposal. 21. All work will be performed in accordance with Roof System Product Control Approval and Florida Building in Chapter 15. 22. Contractor guarantees that all materials furnished will be of standard quality, type and condition. The contractor guarantees its work against any workmanship defect for a period of (10 YEARS) from the day of installation. • • • -WE PROPOSE TO FINISH LABOR & MATERIALS COMPLETE IN ACCORDANCE -WITH THE ABOVE SPECIFICATION FOR THE SUM OF: Nineteen Thousand Nine Hundred Fifty Dollars. DOLLARS 519,950.00 TERMS: PAYMENTS TO BE AS FOLLOWS:, FLORIDA MYTECH ROOFING, INC. 1) 100% Through Ygrene BY: Accepted: The P prices, specifications and conditions of this proposal / ontract as ou line above and back of this page. You are hereby authorized to do the work as specifletjwith pa V : : s outlined above. DATE: 609.. /4' • /7 ACCEPTED BY: MIAM COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy . . . . . .. . .. • . • •... • • .• . • • • • 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 - Prgcji st Contrpl Section tori' • • : used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdic,IjgrL fAHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PI 1t1ct Co1>1 1Section, • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tlho►riglit to have this• product or material tested for quality assurance purposes. If this product or material fails to perrortn in t1Se accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately =2voke, rllodify, or • suspend the use of such product or material within their jurisdiction. RER reserves the right t6 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure reau rpments, as determined by applicable Building Code, do not exceed the design pressure values•obtained byca1cwtations. in • • • compliance with RAS 127 using the values listed in the installation section herein. 74he•atiachmcnt calculations • • shall be done as a moment based system. • 2. PRODUCT DESCRIPTION ...• • • .•.. . • • Manufactured by TestP>•ddrkt •• . • • . Applicant Dimensions Specifications Description •••• • Length = 17" TAS 112 High profile, interlocking ,one-pM a ce.4▪ ' shapedt • : • Width = 13" Type — 1 a high-pressure extruded ueucrete'roof tile • 1/2" thick equipped with three Mil hbles. >*Er direct deck or battened nail -on, mechanically fastened, mortar set or adhesive set applications. Barcelona 900 Trim Pieces Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMIDADE COUNTY APPROVED TAS -112 Test Identifier 7161-03 Appendix III 7161-03 Appendix H P0402 Letter Dated Aug. 1, 1994 P0631-01 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 • Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida IC -1320-94 25-7688-3 25-7688-10 25-7688-5 25-7688-4 Physical Properties TAS 112 TAS 101 (Adhesive Set) TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS log (4" Headlap, Nails• Clips) 520111-3 Static Uplift Testing 520191-2-1 TAS 101••••• Calculations Evaluation Calculations RT0617.03-16 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 in accordance with TAS 106 may required, refer to applicable building code. 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 Department of Regulatory and Economic Development — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. Aerodynamic 1Viillip,lier . • Restoring Moments D1ie to Gravitg • . TAS 112 . • . . .. • Feb. 1995 June 1996 July 1996 June 1996 • • •Jing 1996 ...• • .. . .• Dec. 1998, •. :Alfinh 1999 Qg/01/16 • • • • • •G9/01/16 . • :''6;1'29/16. ... MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) A Q 8 •••• Barcelona 900 11.5 1.417 Barcelona 900 .. . ..• -. Table 2: Aerodynamic Multipliers - A (ft3) •••• •••• . . Tile Profile A (ft3) Batten Application •.�lft3) . •••• Direct L1ack Application ••:• • • Barcelona 900 0.286 ••d.301 ••••• •••` • .. - Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) . . . Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7'112" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92 6.60 5.76 6.42 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 . 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 • .. .. • .• • •• .• Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2%" from head of tile. . • '- . Table 6: Attachment Resistance Expressed as a Moment Mf(ft4bi) .••.. , for Two Paddy Adhesive Set Systems • 00 00•0001 • Tile Profile Tile Application •Minimum Zttachmen$••' �••� •....•Resi$tarieb ... . Barcelona 900 Adhesive' . . 29.3.2" 0 ... 1 See manufactures component approval for installation requirements. "" •"� 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. • . . • ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160; Average weight per paddy_$ grams 00:16 000 0 • . . Table 7: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)' • • for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 ICP Adhesives Polyset AH -160 66.53 ICP Adhesives Polyset AH -160 38.74 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160. 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Set5 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMIDADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". L.. .••. • • • • • •••• • • • • •• • • •• • • • • • ••. • LABEL FOR BARCELONA 900 TILE (LAKE WALES FL'••••ANT /)) • W • LOCATED UNDERNEATH TILE °••••• • 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 the Building Official or applicable building code in ortin to •• properly evaluate the installation of this system. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK .... • • • • •.•• • • • •• • • •• • • • •••• • MIAMIOADE COUNTY APPROVED 17" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE . • • • 13" . • • • . . •• • • 35/8" • •••• • •• • • • •••• • • • • • • • • • • • • • • • • • • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 MIAMFAADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of constbt lion matei: ils. The • • documentation submitted has been reviewed and accepted by Miami -Dade County RER - Pro�ugi Control,�gctton to be..:. used in Miami Dade County and other areas where allowed by the Authority Having Jurisdigt p 4AHJ). • • ...• • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County VgQddct Co$froi Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haae this product or material tested for quality assurance purposes. If this product or material fails to perform in the&ttpted . manner, the manufacturer will incur the expense of such testing and the AHJ may immediatPlyfdpke, modify, or • suspend the use of such product or material within their jurisdiction. RER reserves the rightto rev oke thaooaptancee if it is determined by Miami -Dade County Product Control Section that this product or mateiqA faits to ntegi the • requirements of the applicable building code. •• This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewer NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMI.DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 • ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36"x36'rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAM4DADE COUNTY APPROVED Test Specification TAS 103 ASTM D 1970 Test Identifier R14610 02-012 NEI -006-02-01 NEI -008-02-01 NEI -045-02-01 NEI -053-02-01 NEI -076-02-01 NEI -034-02-02 Product Description .... SBS self -adhering asphalt . W beet mat i ith a. white glass re-enforceflzdlAster surfacing fabric; . for use as an underlayp Stan sloped ;Got. assemblies. • Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 .... . • .... . . • . . . . .. . . . • -• • . . •••• • • . . • • •. • ••• • • • natt 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 02/14/11 01/29/13 • NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 2 of 4 • APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: MIAMIDADE COUNTY APPROVED Wood, non -insulated 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field •of the roll. • •••• • • •.•• • • • • ▪ • One or more plies of BORAL TileSeal Underlayment with a minimuip•4; dead 1a1S aLd.minimuasi..: • 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to • obtain maximum contact. Remove the release membrane as the membraniaDts appl e, • /prtical' strapping of the roof with BORAL TileSeal Underlayment is acceptable' •All end raps and laps without black selvage area shall be sealed under lap using an SBS morliAM mastiot • • • • •• •• •••• • • • • Note: When used in Tile roof systems BORAL TileSeal Underlaymeiit shalt be back na• iled to • • deck with approved annular ring shank nails and tin caps at a maximum 6"ro.c. at tie sine laps.* No nails or tin caps shall be exposed. • • •• Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer th Vin• X180• days of application.• •••• • • •• 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles areeoadid directlyy• „• to the BORAL TileSeal underlayment; loading boards or battens are required on roof piiilirgreater thap 6:12".. • 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed ap.ppowel of th samiuct with • specific prepared roofing products. •••• • • • • •• 8. Tiles shall be stored on battens on roof pitches greater than 6:12". • • • • • ••• ••• •••• 9. BORAL TileSeal underlayment may be used with any approved roof covering N« tira of Acceptance listing • BORAL TileSeal underlayment as a component part of an assembly in the Notice of AAcceptance J f J3ORAL• • • • TileSeal underlayment is not listed, a request may be made to the Authority Having Juetilictioii (AHJ) or tie. • • Miami -Dade County Product Control Department for approval provided that apprbf)riaae documentation 'is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade. County Product Control Seal as shown below MIAMI.DADE COUNTY APPROVED END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 4 of 4 CUNT( DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ICP Adhesives and Sealants, Inc. 12505 NW 44th Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.¢ov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction aaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prpduct Control Ssetion to Abe• •: • 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 Couiltyargduct Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have th4s product • or material tested for quality assurance purposes. If this product or material fails to perform iiltke accepted manner, th0;••. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, inlvik ', or sjisRedd the Ale"' of such product or material within their jurisdiction. RER reserves the right to revoke Ms accept'hhce, if it is • determined by Miami -Dade County Product Control Section that this product or material faiJJ' !Meet the •reqs iremertt§ •.: • •of the applicable building code. • This product is approved as described herein, and has been designed to comply with t%l'lorida Bttll4iirjg Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMFDADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 • ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. 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 ICP Adhesives Polyset® AH -160. ••••• . • ••••• • • • •• • PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 • •• • • • •••• • Test Product•Betc•ription ' Specifications .•••• • • • TAS 101 Two component pot wrethane foam aaihesiee • • • • • • . •• •• •••• • • • • • Dispensing Equipment • • • • • Dispensing Equipment • • • • • • • • • • • ••. • • • •• •• PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818-1PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[1] 7050.02.96-1 P36700.04.12 P39740.02.12 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 . a • ... • .... . . .... . . .. . • TAS 114 • Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 .•.• b/04144 • •. • . . ...• 04/3t/93 ,1/1ji94 Q06195 . • Q1��4 f 96 ASTM D 162304/18/12 04/18/12 TAS 101 •• • 02/2.l/Z2 TAS 123 •• 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 TAS 101 03/02/99 • • . . • . • • • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 • INSTALLATION: 1. ICP Adhesives Polyset® AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with l oofing•Q.pplitation Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and'A4afnt$nanco.Booklet. •' • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed bpL~P Adhesives and• Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatorto the auithoi ty having • jurisdiction. • • • 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is te'�tircd bef�reAllicatio'n• : •• • • of any adhesive. The mix ratio between the "A" component and the "B" component sMll b'6 maintafif betwec',tf • • ; • 1.0-1.15 (A): 1.0 (B). • • • •. . . • 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam Dispense RTF 1000 &MI • • • Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • • • • • • 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. • • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 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 .34• • • High Profile •#2 17-19 sq. inches • • • • • •• 30, , • Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at • head of file 9-11 sq. inches of ' ••••• overlap • •••• •: •1'2 grams t paddy • • • • • •• .•.•, • • •••, Two-Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal• • edge) 20-25 sq. inches each" • bead •••••• •...I • •• • •:7 grajn%pe>: bead • • •' • • •••• •••' • . • ' Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches :--••34 ••.--- grails under par:.., •• 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 MIAMI.DADE COUNTY APPROVED 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 closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm,27 §quare ihth•adhesive • •: • contact with the underside of the tiler . • • • •••• • • • •••• . • • •••• • . •• • • • • • ••• •• •••• Medium Profile / Double? li 9 j1e • • • 1. Starting at the eave couise,.4,ly a i inimum 2" • (50.8 mm) x 10" (254 mm•) x'l" (25..4 inorpi foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 . ADHESIVE PLACEMENT DETAIL # 2 MIAMI-DADE COUNTY APPROVED 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 tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. ••••• • .... • • 2. At the second course, apply•t mihimurQ 2; •(5O.8mm) • • x 7" (177.8 mm) x 1" (25.1'minf foam pttligt onto tH8' •' • underlayment positioned as shown under the • • strengthening rib closest to Ila@ de pverloc t the tile • being set. ••• • •• •• •••• 3. Continue in same manner. mire approximately 10" • (64.5 cm2) - 12 (77.4 cm2)•square inch ziglktiove contact with the underside*of tlfe tile. ' • • •• • ••• • • • •• Medium Profile / Double 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 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7of11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) MIAMI.DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive cptit'aCf with the underside of the tile. "" .. . . .. . . . 2. At the second course, apply gpinimum 2'; (50.8mrp) • x 7" (177.8 mm) x 1" (25.4mrn) foam.padcky onto Q ' • •; underlayment positioned as Town under the pan • portion of the tile closest ivthvQverlogk ofthe tile • being set. • • • • •••• 3. Continue in same manner: Insure approximately 17''""' • (109.7 cm2) - 19 (122.6 011;care ir>,ch adhesive • contact with the underside of the tile. • •; NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 • ADHESIVE PLACEMENT DETAIL # 3 Flat/Low PrafileTUG Mndimn Prof IeTlUe MIAMI.DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the exgandeid.adhesive from blocking the weed holes, Insure • • • approximately 17-23 in2`('l09'7-14$4Ai2) of adhesive contact with the'iiri rerside Of ?he tile . . • .• .... . .... . 2. Apply a 4" (101.6 mm) xA':(s101.6 jmii bx 1" (25.j • • • mm) foam paddy onto the wit.erlayinch4Ast the second course line w ned foampaddy • under the strengthening rib fer flat tile„.c under4the• • • pan portion of the tile, close% to the underlock f I • • • the second course tile to 6e installed.' ZIIslire ` approximately 8-9 in2 (51.6-58.1 cm2) of;dhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile The MIAMFDADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the ti1geRthg overlap and 7 (45.2 cm2) - 9 (5$.1 c/%.2) squafe lth • adhesive contact with theunctersidgoffhie.tile at '• the head of the tile. CoipT.in same manner. • b... • • • • . . .... . . .. . . . . . .• •• .... • • • . • • • • • • • • • • • .• • ... . • . • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page l0 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to adder, 65 to 70 sq. in. In contact with the pan tile. 2) Tum covers upside down. Place adhesive In to 1)n.from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. In. contact area. Und.rlayment Step pitch applications when 'squired) Ewe dosu (meter shown) Fasda Board Sheathing Remove top portion of the .ave course cover tile. Abut to second course of pan flies. Ensure wave end of pan and cover tiles are flush at wave line. Two Piece Barrel - High Profile Tile MIAMI-DADE COUNTY APPROVED Two Piece Barrel (Cap and 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive haaachance to cure. . • • . .. . • ..•. • •. . . • 2. Continue in same mann onnging two pan courses up toward the i ge. Insure • approximately 65 (42241. 012) 12) —'137(191!6 cm2 •••• square inch adhesivassontact with,the•Yndersi44:..• . . • • • of the pan tile. •• •• •••• . • • • • • . •. 3. Turn covers upside down d'kposul, thevnderside• • • of the tile. Apply a r$iniaiwn 1" (`25.4 mm) x Sp;.•; (254 mm) bead of adhesive direcily on bne inner • edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 MIAM4QADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County.RER; Product Control Section to be used in Miami Dade County and other areas where allowed by the • • • • • • • Authority Having Jurisdiction (AHJ).• • •• • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.gov/economy • •• • • • •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade cp iiy Product. Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dag County)• reserve the right to have this product or material tested for quality assurance purposes. if its product or material fails to perform in the accepted manner, the manufacturer will incur the expen:et:P such:•teitifg and the AHJ may immediately revoke, modify, or suspend the use of such product oi'ihat2rial within" their jurisdiction. RER reserves the right to revoke this acceptance, if it is determinctMliami-pacre. 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 Product Ruberoid® SBS Heat-WeIdTM Plus Ruberoid® SBS Heat -Weld- Plus FR Ruberoid®EnergyCap'" SBS Heat -Weld` Plus FR Ruberoid® SBS Heat -Weld'' 25 Ruberoid® Mop Granule Ruberoid® Mop Smooth Ruberoid® Mop Plus Ruberoid® Mop 170FR Ruberoid® Mop FR Ruberoid® Torch Smooth Ruberoid® Torch Granule Ruberoid® EnergyCap" Torch Granule FR Ruberoid® EnergyCap- Torch Granule Plus FR RoofMatchT' APP Modified Granular Ruberoid® Torch FR MIAMI.DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 107 sq. ft. (9.9 m2) 1 meter (39.37") Wide Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 Product Description Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. •••• Non -woven polyester r7rat coafadowifh polymer -modified aspha•It and snrotjr surfaced. •••• • Non -woven polys ter•rh9t coated with polymer-modified,ls'j, ait andserrfiaced with mineral granules.• • Non -woven polye$tt iAt coatbd wiith polymer-modifred.asp alt and smooth surfaced. • Non -woven polyester plat coatEd with polymer -modified anhatt and surfai®d with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with APP modified asphalt and smooth surfaced. Non -woven polyester mat coated with APP modified asphalt and surfaced with mineral granules APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTM APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote. Non -woven polyester mat coated with APP polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat, coated with fire retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 Product Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® EnergyCap" 30 FR SBS Membrane Ruberoid® Dual FR Topcoat® Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut- Fire Barrier Coating VersaShield® Fire -Resistant Roof Deck Protection MIAMI•DADE COUNTY APPROVED Dimensions 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 5 or 55 gallons 5 gallons 5, 55 gallons 42" x 100' rolls Test Specification ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6162 ASTM D6083 Proprietary ASTM D6083 Proprietary ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified ash. hal! : nd surfaced with mineral •grgranules Atid�vith •factory applied EnergyCote. ; •• . Non -woven polye%f&4'rid fiberglass mat coated with file retardant, polyjner . modified asphalt ail $ytfaced ritli' • mineral granules • •. An acrylic, water basad elastomerit' • membrane systemcestgl ed to prottct various types of rdbfing Surfach...: • Water based, low LOe primer s d tQ block asphalt bleed -through. • •: Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. Low VOC, water-based fire barrier coating. Non -Asphaltic, fire resistant fiberglass - based underlayment. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 • • • APPROVED INSULATIONS: Product Name EnergyGuard' Polyiso Insulation EnergyGuard'T' RA Polyiso Insulation EnergyGuard' RN Polyiso Insulation EnergyGuard' Perlite Recover Board EnergyGuardT'' Perlite Roof Insulation EnergyGuard' RA Composite Polyiso Insulation Structodek® High Density Fiber Board Securock® Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Number Product Name 1. Drill -Tec"'' #12 Fastener 2. Drill-Tec'T' #14 Fastener 3. Drill -Tec"' XHD Fastener 4. Drill-TecTM AccuTrac® Flat Plate 5. Drill -Tec"" ASAP 3S 6. Drill-TecTM AccuTrac® Recessed Plate 7. Drill-TecT'" 3" Steel Plate 8. Drill -Tee 3" Standard Steel Plate MIAMI•DADE COUNTY APPROVED Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 Product Description Carbon steel fastener used in steel or wood decks. Carbon steel fastener used in steel, wood or concrete decks. Carbon steel extra heavy duty fastener used in steel decks. AZ -SS aluminized steel plate for use with Drill - Teem #12 Fastener, Drill- TecT'" #14 Fastener and Drill -Tech #15 Fastener. Drill-TecTM #12 fastener with Drill -Tec' 3" Standard Steel Plate. Galvalume Steel plate for use with Drill -Tee fasteners. Round galvalume steel stress plate for use with Drill -Tee fasteners. Round galvalume plated steel stress plate with reinforced ribs for use with Drill -Tec' fasteners. Manufacturer (With Current NOA) GAF GAF GAF GAF '.GAF . .. . ...• . Blue•Rtdgg'FiberBoatd, Inc .... . United €tates Gypsum Corp. Dimensions Various Various Various 3" x 3" Various 3" x 3" 3" 3" . . .• .. • .. •. • . . 1'4anufaoturer (WithiCurrett*QA) GAF GAF GAF GAF GAF GAF GAF GAF .• NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT-ARCON Inc. Trinity I ERD MIAMI-DADE COUNTY APPROVED Test Identifier 3001276 1B9A8.AM 3D4Q2.AM OD1A8.AM R1306 4483.04 97-1 02-005 02-014 01-039 G30250.02.10-2 G30250.02.10 -3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11 -4-R2 G34140.04.11 -5-R3 G40620.07.12-2 G40630.01.14-1 G40630.01.14 -2A G40630.01.14 -2A -1-R1 G40630.01.14 -2B -R1 G40630.01.14 -2C G40630.03.14 G43190.03.14-1 G43190.03.14-2 G43190.05.14 -R1 G43190.11.13-1 G43610.01.14 G46160.02.15 -2D G46160.03.15 G46160.09.14 -2A G46160.09.14 -3A G46160.09.14 -3B G46160.09.14 -3C G46160.12.14 -3E G6850.08.08 G6850.08.08 -R1 G6850.10.08 G6850.11.08 SC6870.08.14-R1 Description Date FMRC 4470 01/28/99 FMRC 4470 09/04/97 FMRC 4470 04/30/97 FMRC 4470 04/01/98 UL 790 07/22/13 TAS 114 06/06/97 TAS 114 TAS 114 TAS 114 . .. • ••.. 03/01/1 • 04/Q8/01 03/6442• • ASTM D6222 •.... • ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D4601 ASTM D4897 '..' ASTM D6222 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D3909 •••. .. .. 11/11/14 06/11%1* • 03/14110„ • o1/13trr • •• 04/25/8 • 6/4120? • 6/4(2415 07/17/r;: 01/06/14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 11/15/13 01/22/14 02/03/15 03/11/15 09/09/14 09/09/14 09/09/14 09/09/14 12/29/14 08/01/08 04/14/11 10/06/08 02/17/09 09/04/14 NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Agency PRI Construction Technologies LLC. Momentum Technologies, Inc. MIAMI-DADE COUNTY APPROVED Test Identifier Description GAF -084-02-01 ASTM D6083 GAF -122-02-01 TAS 139 GAF -245-02-01 ASTM D6083 GAF-276-02-01Rev ASTM E2178 ASTM D6083 GAF -306-02-01 ASTM E96 GAF -314-02-01 ASTM D2178 GAF -315-02-01 ASTM D2178 GAF -369-02-01 ASTM C1289 GAF -464-02-01 ASTM C1289 GAF -499-02-01 ASTM D6083 GAF -500-02-01 ASTM D6083 AX04C9A ASTM D6162 . . . . . .... . . . .. .. . . . • • • • •• • Date 07/08/05 05/07/06 06/10/10 01/04/11 07/07/11 08/23/11 08/23/11 10/2//n. • 02/Q6/ 11• o3/1.244.• 03/12/14 06/Q J9" • • .• • ••. • • • • • ••• • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: l 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: FireOut1' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection (optional) or Securock® Gypsum -Fiber Roof Board. ••••• . ••••• Anchor sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent4 Elirninato"' : • • • Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBSH2'��Weld'"' ShMddth or Ruberoid® SBS Heat -Weld' 25 base sheet mechanically fast eredito deck •as• • described below. • • • Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPlyT' 6, GAFGLAS® #7173aseSheet:or•ari}z Options: of above anchor sheets attached to deck with approved annul .r.rkg plank nails• • and tin caps at a fastener spacing of 9" o.c. at the lap staggeretl add tworows. • 12" o.c. in the field.• • • (Maximum Design Pressure —4S psf. See General Limitation #0 • • • • • • • GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"' #12 Fastener, Drill -Tec" #14 Fastener or Drill -Tec"" XHD Fastener and Drill -Tec' 3" Steel Plate, Drill - Tec" AccuTrac® Flat Plate or Drill -Tec' AccuTrac® 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 #7) GAFGLAS® F1exPlyh 6, GAFGLAS® #75 Base Sheet or any 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 4" lap staggered and in two rows 9" o.c. in the field. _ (Maximum Design Pressure -52.5 psf. See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec" #12 Fastener, Drill -Tee' #14 Fastener or Drill -Tec' XHD Fastener and Drill -Tec'' 3" Steel Plate, Drill -Tee' AccuTrac® 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 #7) .•• • • MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 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 -Tee 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 #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tee #12 Fastener, Drill -Tec" #14 Fastener or Drill -Tee XHD Fastener and Drill -Tech 3" Steel Plate, Drill -Tee AccuTrac® Flat Plate or Drill-TecT"' 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. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. . • .. . • .... Insulation Layer Insulation Fastene'u. • Fastener .' • (Table 3) Deristby/ftl EnergyGuardTM Polyiso Insulation, EnergyGuardTM Polyiso RA Insulation, • EnergyGuardTM Polyiso RN Insulation, EnergyGuardTM RA Composite Polyiso Ins utation '• Minimum 1" thick N/A 4IA . . . . . Structodek® High Density Fiber Board, EnergyGuardTM Perlite Recover Board •• "" Minimum 1/2" thick N/A • • •• N/A�• EnergyGuardTM Perlite Roof Insulation ' Minimum 3/4" thick N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. 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® EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: Ply Sheet: Membrane: MIAMI. DE COUNTY APPROVED (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPlyT" 6, GAFGLAS® Stratavent® Eliminator' Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-We1dTM Smooth or Ruberoid® SBS Heat-We1d' 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). (Optional)One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyT' 6 , GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap" 30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchT" SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. ± 15%. NOA No.: 14-1030.02 Expiration Date: 11/06/18 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 GAFGLAS®EnergyCar 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 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED . • • .... • • . . . .. . • .. • •• • • .... . . • . .... . • . .... . . .. . . • • • ..• ...... . • . • • •• . • . •• . . •• • . .. • ... • • • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 10 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'' /4" DensDeck® Roof Board or' h" 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 mechanicallx • attached using the fastening pattern of the top layer 4 • • ••••• 3. All standard panel sizes are acceptable for mechanical attachment. When appliedin 4 proved •. • asphalt, panel size shall be 4' x 4' maximum. •••• • • • 4. An overlay and/or recovery board insulation panel is required on all applicatiorlS•ddeitclosed cell foam insulations when the base sheet is fully mopped. If no recovery board is used T1s base lime:. shall be applied using spot mopping with approved asphalt, 12" diameter circle§M p.c.; o: stria mopped 8" ribbons in three rows, one at each side lap and one down the center pf tag Sheet aljQyvjng a continuous area of ventilation. Encircling of the strips is not acceptable. A 6:'.hreak shall be . placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system skall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be linQited'tD a mfiximum • .• . . • • • •• design pressure of -45 psf. • ••"'• ••• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 3 . - Roofing Systems http://database.ui.com/cgi-bin/XYV/template/LISEXT/IPRAMEish.. TGFU.R1306 Roofing Systems Roofing Systems. dee 3ere^a! InfOrmegt }n n roll Syittpe GAF MATERIALS CORP �-PS w R1306 . �7t70 LSA e•o c 20' or ' Rubero+d Modified ease Sheer m •••• C t (minimum) gypsum board or v<" r 'ivy be, Ltllizetl as an alternate to TYpe G2 base sneers in any of r + • • + • • • e^s�ecK ,• ! thick (mir., G"P Gy �� allowing ClaSsifitar�ns • ^c inimum psum aid" or Gypsum Cora. "DensDeCK a Racfbpar • 2 e -s: •s actu aa:La for use over rt r may a (2 c in any m!nexisting noncombustible deck Classification,d'" "DersDesk Pri' C� jreauitrig • • • ;:s, 'mss accebt f o use o: "Don ) roof decks. However. the utnffihn Whenthisis dont, a resuttr.Q roypsQ • • ._E t ens:oiD 'n the roof deck. If col eck Prirnee Footboard" or "DensDeck DuraGuaro '" Roofboard" are to gofffset tln+yps!tf and Ga polystyrene is par o. the roof system, it must be Placed below the overlayment Gypsum • � :,D;E o!!eS o` "GgF(,,LAS P) ji�ty!ymum �f L -:n. wRh • • Roafboard" Cr Y 4" or "Tri -Ply Ply 4", or -ply 6" may be adhered to G P Geard. • - "DensD ttk Our5Guaro TM Roafboaro" in hot roofing asphalt. Gypsum Co.Co.'b"DensDeck Qp •••• • • • • • • _ .,yG;are u i �:'�" "Denspecti•• ultra" is acceptable alternate to ^Etre • • • • -.: roYGuard" In any appliCabfe Classification. • • + • •••• �^ S.'atavent Eliminator Venting Sete ghees (Na table)" may be mea,anlcaJl a • eceve- over existing• • roof • Y attached or hot mopped over nOrtCOFbustlbl� decks• "=AFGLAS Per!tte :nsutation" may �4d•a1►a• Y be utilized es a cover board over "EverGuard" insulation in any Q Svst�tlS. ••• • • ",ess p;nerw se ndicaeed, the root In o. the following • • • • • • • • `'sYre,e rererenced tri a insulation 15 msChaniCClly faatenttl, adhered with hot• •• any of the tolrowtnp ClasstiCat(ons intrude "Etre. n mopping asphalt or urethane • • �a`e-e";,cs to ..� '9YGuard EPS InsuiaUon• a e ,nsulatton adhesive. glass fiber insuiat On include "EneryyGuaro F!0erglass TnSuiet!on•. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT -.":4 G2 tsp~a;t trines mat base she `cr'vDe G1 aser b glass fiber Fsheet g��75 Base Sheer or T PIy ply 4 Sheet", r • ) ,s a suitable below("GAFGL4S PI a^ or 0 GAFG; he ULs A. 8 -„ . AFGLAS PIV 5"� in :hg Class A. 8 or -_ -;" �EGK -may yrs: De covers* C root yYStEmS ,2r. •• or .,� red with one oly Type G2 asphalt Saturated press mat base sheet *GAF AF gira�veni Eliminator Venting Bays Sheat (Nai!able).- Perforated co be •':"3- :`9!�v --GAF :innate side dawn. orrrmopped Eliminator Venting Base Sheet 1005! .aid mopped End mailable Ca � a o::.aEliminator T"yOe ,32 8 D." Va! h R p� mat base sheet ("GAFGLAS ir75j Base Sheet" or "Tri -PJ ,C '- ave-: _!i .,.. w.. -GA=G-AS pt d ease Sheet (iveliabie;" may be substltutec for Type G1 y 7a Base Sheet" e t (GAFGL *80 L.;,, T r ri "GAF Y 6") as the nailed base ply in the following systems. asphalt 9/ass fi 4 bei p:y sheet ('GAFGi,,gS Ply o^ or •"-.i a,Y -=nw or rase sneer may be solid rnopped, soot mopped or mechanically faSteee'd: ess en. se .-c'Cate . all insulations may be he" mopped or mechanically fastened, ^F=:.,r•5 F!as.^•,rg. pr •Rubaroid' may be use for or hashing in any of the Class A. 8 or C systems listed below. y'e^ '.oerl;;e" ,s referenced, this includes "GAFTEMP P!RMALITEE" or any other Lit. Classified perrite insulation. -`etre' stone or slag ere suitable alternates for gravel ,n any of the Class A, 8 or C systems fisted, comer f per butltlin 32 r em c units are considered suitable to be Included as a deck in the following _ ' _se =` gvps„n pard under any of the following CClass A, s or C systems fiSteG Over - ^cerc :5 an acceptable alternate for insulation over C-BOr i5/32 d °oes not adversely effect the rating. The Ise of Th", -Se :` pa!vstyrene ,nsu n. 'minimum °..eovr3Jvs ane ie) usa suitable atetween minimum as -in. �'-�-'a.2"C ane r fpoly'sotyenura:e thickn board board ant' beck withess ros,n paper terns. /ros,r � � soared EneryyGuard RA," Or •_, . g Class A, 6 or C systems. :'e :twin; C.b55(tcattons. a 4YGuard Composite kV ma • Y tae subS:i;uteC for any Alas Dolyisoryen;;rate insulation !n 'era 'fop' may be W;i2eC with any of the ,: 742:3-1S o.m r a- o fo •owing "Aypnalt Felt Systems with Hot Roofing E u„r, Base Sheet" may be used it any of the faiiowin Asphalt". °!ex P `, 6•. and "''r,"� Q Systems. Y Ultra -Flexible Pty 6" are suitable alternates to "GAFG•AS Ply 6". eniu I °e--'!et:;e Reccover Board" may be used ?r.lieu of any a asr c:"ems, iia ,"c;ca o an insulation in any of the fotowing NC Oas5ifi y of the "Await Felt Systems with Hot Roofingcations. Aspharc" may be surfaced with "Firth;eJd M8" at 21/2 to m010-12-00 1510 C1iffr-OS:00 Gluirsisati• aerology ...Nam: Jcs Guyon •••30•••• • •••• • 4 Wino 1/2 • core toa wiwiridArawiliell or any at. Oaariewi kaullettoo adbaka. Tendearra_Malailk ••• MOMS Willa or mood Alter or Ow lbw cr polybiowsnonteraalsioaflef loarfrad or adhered with Sass Shook -• Vow* nye 02 Natridups0 075 fieseShose or no•Ply 075 Boue Starr litedialftratt Ookrooft awe ormi-15,105.11aoltStaer fitly attend via hot rooftop asphalt. oof oft000_._ _ .',-- OilaorOuO yliou 1)9001 VAW2Ler.da Wye ar MI -my 4• cr Itailiftlialft Bar Ply tr or 'tpo fl2 IMPGLASIO 075 lois coP omit ••••Clikplierwlei 03*GAPGIASO Mewl luereost AP SW WY *Moroi tell hot oolong 01110ft tordardwei - 'VOA s ehtegytterm or d'IWPCOATe Milos - white or tam 3220 applied at a ram 0/ 2-ear10049. it Dodo C-35/32 roam 1/2 losolodow_Coptioadril - Pay thickness pedalo or wood Auer or Ow fear ar potelowyamorate isochaistally ibitened or Mond MI One 11M-Miraanil Rowse *Uwe or are, 1/1. Clattilied insulates ;Maim llonfrer Oak* - Minimum *tn thick Georgie-Pade e Tioraboclui Roolboarir or 'Donsitodi Pdele• Poo -0, Vonstardt Ouralitianr" Raceme or mielmont iii-la/lGypsum ti thickUntiod Sten Gypsum Corp. -50CtiltOCK. Roe lloare Mew wou43) QV "Seq14000,41.1.41st Roorilwar (Typo SGMFOO roodiamicalty aitorad or adhered with ONG In- •Olyeand Pailsolnp $patewe or OW til. CIewilltiri Inoulatien aelblavo oak butt Moto at 1*tioiar bawd prodocts stopoond is naininnen of 1S4n from plywood decic pilots. Sass SAM -..- OM Ply nwo 42 •00406toso 075 ihnie Shaer or nit -Ply *75 Wm Shore rischankolly aNtallOa Mere or '114 -Ply VS Oleo Shear NW. &Wend with het rowing aspitelt. Ply Raft - Ora or two pies lyre 01 NIAFGLAS• Ply e or 1712 -Ply e or VAP31/4236 Met Ply 6•orlYpe 02 TINGLOSO *On pae Cap Shoat -Ono* '40,03 110001.020 Moral Switeost Cap Shear tally adhere* mph hot fooling aritheft. • • perderwer - Mpromil noorecotollw or IrOPCOMO /*Wm - Moir or *NEW 322' applied at a ratan 5,1100-1t. • • • . w • 15. Dada NC latilloor 2 •• ••••• • ONO 1. •Otollowl Poetaning *tem" or any VI, Chreeftiod losoladon admire. Ineedollos toptlarmil): - any Swoon paths or wood Oleer or diasoftkor or Pcluteocyanunto mochaolcall; Aitioleid or at hertkillh •••• •••• • • • • Imo Waft ••• One Pir 'UMW, Stratatort diftwilator Vended Ina 5hour' *Moe 62 fully adhered •Rtmptilloana 414‘ PI 1111010 - °no ' toe Mos *RholioloPa ilft r0 amber or "Raborwali tap Smooth ur at Itsbareede flop Shoo* Piga: or „ Itubewidell War ..••••weper_20 HI" NW Mond vOlu ilottiollas asphalt Wombisoue -, thio ply --woreurse nowt SWAM CopShore tobladherod with hot rooftop asphalt Go.... e • • • • . • • Salribaillg ''''' 'Tenant. Worpy0tor•• or 'TOPCOAT. to nos - Mike ori. applied at a ant 11.4-00/100-122. • • 19. Dodo C-15/32 Indite: 1 • • • • • l000kratIVI01211101•• alY *lama podia or wood Aber °edam After Or OWYkootaftwolo olotholicakil*Wia2 or wedged wait ONG Inc. - layouno_pluour*lgSwtem• *rimy It Clardlio0 Itioulatke NMI's% • • • • . : • • • In, lkialek - MISIMONS Vain. thick Cieorglo-Paillit Swam tt.0 VoillOwlk0 Itoolboone or lienstiock Mate Root000re or• • ienseock fturailliwiek_ Roolbewe or **root lip4h. thick UMW Slates Oupeorit Olep. •SECIIII0000 Itourftuere OW* PleaCi or • • .31CUROCKIP elas$441IC Iftesecarr OVIre MUM raectookety Aueleilat or adhered vas COI6 10C. `011yeald lagaleop Spittof ar any hi. Clawilled losulallon adhesive__ with bott joints ta tha wrap board macro a ammo at ekos. nom stpurocio deck pdtdri. woo liftwoll - coo I* -ww -mum Strotauent Wrialneter Voting thee Shoot" S4 with u hot rooftop plink NV Shalt ••• OM or tow gliseTtobarolde Ns Smear or •Pabiatide Slop iftioseth Phs" hilly adhleal with hot mane meat Pollogoloolo - Oolc Or VARAA110 sonoral Seelhaed Cap Mawr itify adliend Web 1110t foaling asphalt 20 . Dodo C-15/32 Sortodisos - novatito EtararCoar. or 'opoCcATIP la Filo - Write or 441.1d 322P VOW aro rate of 2-1.1/10042. Swam lose ilbasti_•-• Oho dey 'lliwe 02 waaiattVAFGAalcoi 05 Imo SlierehPl" ibttlesvumeg:-#imkOmbaapalmorw_• 1r. i or porwmcwroothi, evitSambaly irmined or hot sumo ar-riebee*Chtheses um "coillelid iesemaig spoor or any% Clatilfted healation adlowles. sem mow 4 Qat or ma"- clog Ilabwalftle20-,____Or "Roberoide 20 lir or ItaboWite *Med Masa Sheer, liobapoopori er elorilYalem SUR Mineral Sweated CapShoot Cop thaw ...tantity. Thee 433 NeutilAS. Moat Suifited Op Slone or •1114,.. Wont Swam Cap Sheer or NOWIXAS. Caw I 1. DIM C -1N32 latilow 3-1/2 taPkkoloOr Onegraur4_11101m ante or wood Storer gteiWAbor or polytkoeyetteeto or writhing er •••••wrowooktoloullito ownposibe or panowasthooecompoeits or woo* libeelpetyloccyaftwate composas er papeelie, any thudowee. Ply lima Tao or oars plot lUalGIoftwousos Ply 4• 111-Itty0 Ply 4* or ISOAAS_ in4Chunkait'_falened BM NNW Surfaced Cap giber; fulty maim! Pee hot tuft what Cop iamb •• Wye 133 %mug. Naomi Suramat Co Shone sr "02,4141 Miura/ wataaad Cap Shale or -ureuratiala SlOPACept" 2. swim C-25/32 Ragtime 3-1/2 itoolallite_C0101301110: One or ware hews PROW or wool Mora' PSI,erept or onolano or Saes abaft - law or mosoroplType 04 or Typo rigor llpo 03. p•m•wpowleoceonoratir tempttitpor pwilliderdpeno =WNW at wow moramallosoliMurall comPosite or Philoolk• lorrikidolool• Polorluoroor CI" or _loon NalorOldirtortil Smooth" or Jara,,,eanole or Itobarolde Torch Gamut. RuMop e Or %aura* Paw aunostr. or .••••..nioNnew-soneoei 1.5:,tettetthedif Onus* Plue or welobarokb, /*parade as ltabefolde Ps Grontie or "ROOMIKCIII*SEtf tedeate&dar* rirCr‘44,4, so& guar** mama Newsear or -400014itdro OPP Miami Chentdar or •Tifflyill7P-40`zr Citi-Ptob TP -s• or Ike smkth.." Mineral Comte* Cap Sheer Adly adhered ildh hot roofing whisk Caplet/oft Moral Siarticad, tepitytie, OK, Sordweilaw Sheerer "Gapptosge litiorgyCae• OUR 3. gado C-13/91 • , bodiless 2-1/2 • . intrildatabase.uicosiegi-bintxYwiemplateillsPrrinzmunishonenwar... 6(27/2013