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RF-17-2246 (3)Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 701 GRAND Concourse Miami Shores, FL 33138-2475 Owner Information OLGA NADJA ZUBRIK Issue Date: 101512017 Permit NO. RF-9-17-2246 Permit Type: Roof Work Classification: Tile/Flat Permit' Status: APPROVED Expiration: 04/03/2018 Parcel Number 1132060172230 Block: Lot: Address 701 GRAND Concourse MIAMI SHORES FL 33138- Contractor(s) T&S ROOFING SYSTEMS INC. Phone 305/265-2654 Cell Phone Applicant OLGA NADJA ZUBRIK Phone (305)604-1518 Cell Valuation: Total Sq Feet: $ 60,300.00 6300 Type of Work: Re Roof Additional Info: RE -ROOF FLAT AND TILE 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 $36.60 $6.00 $6.00 $12.20 $400.00 $9.00 $48.80 $1,018.60 Pay Date Pay Type Invoice # RF-9-17-65094 10/05/2017 Credit Card Bond #: 3518 Amt Paid Amt Due $ 1,018.60 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict 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. OWN- -S AFFIDAVIT: I ify t all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co • truction and zoo ing. Authorized Signatu err,7Sore, I authorize the above -named contractor to do the work stated. Owner / A-.licant / Contractor / Agent October 05, 2017 Date ilding Depa ent October 05, 2017 1 c4.1130 /co) BUILDING PERMIT APPLICATION Miami Shores Village Budding 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 Master Permit No. Sub Permit No. RECEIVED SEP19NV S� FBC 20 P4 12r— ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10\ 6 o r 1 COVI CC✓ S.e City: Miami Shores County: VA Folio/Parcel#: 1l - •'L o G ' 6 (1- .� 3 Occupancy Type: Load: Construction Type: A Miami Dade Zip: —53(-7 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ci 6a Z Phone#: Address: 1 J I 6 (Gi 01 C'Nc u`r c-e City: Mu \\ Sl de Zip: Tenant/Lessee Name: Phone#: Email: State: CONTRACTOR: Company Name: T 4 ' Address: �O\ 61 City: R Qualifier Name: tali S 4, State Certification or Registration #: State: Phone#: CCI)2611Z Phone#: 3cL)- Z6,s 7yr Zip: J I� Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ,n� Value of Work for this Permit: $ ((N° I '(5 0 Type of Work: ❑ Addition ❑ Alteration 1q1 Description of Work: IX `(6O V- City: State: Zip: Square/Linear Footage of Work: b )00 ❑ New Thu e ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ 0' Training/Education Fee $ Double Fee $ �Jrr Bond $ CJ • TOTAL FEE NOW DUE $ S (9 60 (Revised02/24/2014) V Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNEA AGENT The foregoing instrument was acknowledged beforeome this day of , 20 1-1 , by LZv�' f , who is personally known to me or w,pro identifis att k.t ° �,;byho did to an �PEfjEZ '� ° Notary Punlic -bof Florida + .1. �� Com' fission 044769 "�F ' S''� v • CPC., Aires ov 3, 2020 Sign: .�rA_ AN Print: ' / NOTA Seal i r as Signature CONTRACTOR The foregoing instrument was acknowledged before me this ` 1 C5 day of , 20 fl , by (0/) . 1640 , who is personally known to me or who has p P,,,, P=�_p Jake an oaRliNIEL PEREZ otary Public - State of Florida Commission # GG 044769 f. Comm. Expires Nov 3, 2020 identification arid. NOTARY-P BLI ::N9 tJ ',,,, Sign'\ as Print: Seal:`- ************************************************************************************************************ APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk N PECTION • Miami Shores Village s k10050 N?E:•2nd Avenue' Miami Shoies,,- EL 33138-0000 -I Phone, (305)795-204 Fax:, (305)756-8972 •: POST ON SITE Permit NO., R F9 =17-2 24 6 R I ., 4 • r Issue Date 10/5/2017 EQUESTS (30.5)762-4949' REQUESTS ARE ACCEP.TED''DURING'OAM ; :8:3,3i3OPM FOR THE -FOLLOWING BUSINESS DAY. INSPECTION R Roof `t4 Owner's Name: OLGA,NADJA'ZUBRIK Job Address: 701. . GRANDConcourse= MiamiSKnre� 'FL 33138-24 Bond Number: 3518.~_ ,,41374164.4 Contractor(s). T&S'ROOFING'SYSTEMS INC. COLOR;THROU:GH' C. .• '. 2r^Phone 305/265.=26 • • RETE'TILE OR:SOLID CLAY TILE: Permit ;Type:, Roof ` gMort C/assifca`tion Tile/Flat-1 Expires: 04/03/2018 I 1:arcel• #:1132060172230 Owner's Phone: (305)604-1518 otal Square Feet: 6300 IJob Valuation: $ 60,300.00 iiKratna4.ritaimaarmeanoloarl LLOWED MONDAY THROUGH SATURDAY, :OOPM. NO WORK IS ALLOWED ON OR;HOLIDAYSI', , ING'INSPECTIONSARE DONE MONDAY UGH THURSDAY. ROOFING INSPECTIONS ARE f DONE•MONDAY THROUGH FR16APr. NO BUILDING INSPECTIONS DONE ON FRIDAY: • '.a/A NO INSPECTIONA WILL•BE MADE UNLESS THE'PERMIT'CARD IS DISPLAYED AND HAS BEEN APP OVED: PLANS ARERADLY AVAILABLE. IT IS THE PERMIT APPLICANT'S:RESPONSIBILITY TO};ENSURE THAT WORK IS' ACCESSIBLE AND'EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL' NOR THE CITY SHALL BE LIABLEFOR EXPENSE ENTAILED IN-THEREMOVAL OR REPLACEMENT OF ANY MATERIAL L'L' REQUIRED TO'AO1N INSPECTION ' z�"" } -� g. ; I• : WARNING TOq, t.OWNER ati#.Y° YOUR: ` FAILURE "' TO .RECORD K NOTICE OF COMMENCEMENT' MAY :RESAULT .IN- YOUR PAYINGr TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A" NOTICE OE ;COMMENCEMENT .MUST.- BE; RECORDED AND POSTED ON yTHE JOB ,SITE BEFORE TEE FIR ST .INSPECTION. IF YOU INTEND . TO OBTAIN FINANCI'NG,, ,,•CONSULT WITH YOUR „,'LENDER OR AN ATTORNEY BEFORE COMMENCING -WORK OR. RECORDING, ,YOUR NOTICE OF COMMENCEMENT. a el/ UIRED. I I ICI i IIiII! I STRUCTURAL INSPECTION ,' ' DATEw:'; INSP."- Foundation' Stemwall = Slab . • t, Columns (1st;Lift)• '_ _ Columns (2nd Lift)`` `• , Tie Beam Truss/Rafters `` ` Roof Sheathing' ; k ' Bucks # . ` _. • -� *_,... Interior Framing - „' y. '{ Insulation ": - Ceiling,Grid , .' `: ' ` , Drywall h= 1• ., . Firewall •„;. ' ti Wire Lath .' ; _� a_ Pool Steel f , ; `• x .._ _. Pool Deck ,': ' . , =k' Final Pool '-. ' ' Final Fence .: 's' ' e: ' Screen Enclosurer..(; `; ` Driveway • ; vu _. r`., : _t. Driveway Basel•: r ' = . Tin Cap "I • ' ,, Jtoof in Progress �1 Mop in Progress Llf,7• Final Roof ,_; I ' `' s '-.1--, ' : _-.n: < . Shutters Attachment . _T" Final Shutters._ , ,, Rails and Guardrails- k , µw ,.,,{_ , - A • ' + I ADA compliance , 1 k '` r- F1:11,g111IIIEi/I' 0 DOCUMENTS-„ t ,r , Soil Bearing Cert' ' . - _ " ` -• , ,''` Soil Treatment Cert ,, :, , Floor Elevation Survey„ : ' D. . Reinf Unit Mas Cert , h..' _' .;; Insulation Certificate, i ,"` .. Spot Survey • ' t_ , s_, Final Survey : ', ' , z' -...., .e " - Truss Certification '" t ',"' STRUCTURAL COMMENTS • vL t. ;al., ., ,Iti. J 1 b _ 4' ii 2.} ... - . __ T-... . •rl WINDOWS INSPECTION ' ., . & DOORS ..DATEu•' INSP Attachrnent ,• . ''= _. FINAL _. ... ... ._`_ . .. i ,'fie; +L .. ,. PUBLIC WORKS INSPECTION` ', DATE ' ' INSP..,, Excavations ' °•_, u __ •' FINAL ELECTRICAL INSPECTION , .; , E ..DATE"...7, INSP''''. Temporary; Pole; u ..... . 30 Daytempor`at'y - .,> :a .. PoolBonding ' , , Pool DeckkBoriding •. ,,, -, ")•�_ d Pool Wet Niche - _ '__ Underground.' . ., ; -.' _.':'',. . Footer.Grbund' `` , ." , 1 F'' -;` Slab".' .' .,:: r ...`,'I'�.."" .: Wall Rough` . _ .'r:`. `7 ' 1 ... Ceiling Rough -'- • :', .. Rough . .,,. ' `' Telephone R iugli, , . ", ': : '_ Telephone Final • TV Rough ':� . -wing:: .. , }e r Cable Rough ,.' ; . . • ' ' . Cable Final .: . • h+c- lnte'rcorn'Rough ` s ' • • ,_,:: . Intercom'Final '• ' i° • ' Alarm-R'ough,, " Jar —,. -.. Alarm Final ..,`_._ Fire. Alarm Rough ' ' 7. ,,., Fire Alarm Final's ; • _ ' Service:Work'Withl . _ , t= ,, • FINAL __._.: COMMENTS"'` .t_.. ''' , ELECTRICAL • ,sr'' 4, .: R _. FIRE INSPECTION ' ',' ' ' " :•;'i DATE ` • "'' ;. INSP Filial Spinkler<:"... Final.Alarm: , r.w 'k i 1 ;; t ^ a :,. FINAL ,,,:;, ,,: A.y , - - ( __ PLUMBING INSPECTION I-' " 11 - "DATE INSP Rough . Water Service 2nd !Iough Top Out., , FireSprinklers Septic Tank ::: Sewer_Hook-up Roof,Drains - Gas LPTank . __. ,.. ". Well L. . Lawn`Sprinklers Main Drain`''4 _ PoolPiping°._ BackflOWPreventor '' Intereptor_ , ' ,.' -,, Catch`Baslns-' _ ' ` Condensate'Drains FIRS' Final -. ;._r'. FINAL • PLUMBING COMMENTS Irt MECHANICAL 111 INSPECTION ` , ' DATE ' INSP UndergroundPipe, Rough ,. Ventilation Rough Hood;Rough Pressure_Te•st,,, Final Hood • Final Ventilation' Final Pao' Heater Final Vatiltim ,, ,, FINAL s1.-.; - MECHANICAL COMMENTS .r SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. 1 -7. Renailing wood decks: When replacing roofing, the existing wood roof deck n a Iaave to be renailed in accordance with the current provisions of Section R4403. (The coot deck is usually. concealed prior to removing the existing roof system). . .. •.' • .... . . . 4. C) Z. Exposed Ceiling: Exposed, open beam ceilings are where the uai'side of thosoof:decking. can be viewed from below. The owner may wish to maintain the architectural Pepe arance; therefore, roofing nail penetration of the underside of the decking may not be acceptable...Tt�j%provides1l1e pption of maintaining the appearance. • • •. • • • . . • • . • . • . 6. O 7_ Overflow scuppers (wall outlets): It is required that rainwater flows offs O o thatPttie o f is I Q • not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this' discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Own -Agent's Si4ture Date Cont to Signature Date 7e) ro'Ack Property Address Cc\A«tee Revised on 7/9/2009 LD;07/01/2015; Permit Number Section AB "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: RECEIVED SEP 1 9 2017 Miami-Dade County HVHZ Electronic Roof Permit Form Section A (General Information) Process No: IT ANDS ROOFING roar 6 Yell C'V\ CrovS- e ❑r Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: ❑ New Roof ❑✓ Re -Roofing ❑✓ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes Roof Type • .• .. . ❑ Recovering ❑ Repair ❑ MainteriMdd' . • .. . . .... • .. • . • .. • . • • • . . Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what typd? • LI Natpral„Q LPDX Low slope roof area (ft.2) 1300 ............. Roof System Information Steep Sloped area (ft.2) Section B (Roof Plan) 6000 ••.• . . .. Total 11 ww •i.. • • . . • • • • • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers antl•overflow dings ;Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets' Perimeter Width (a'): Corner Size (a' x a'): • ?,c). Lo [ULCT TO COMPLIANCE WITH ALL FEDERAL I 1 AND COUNTY RULES AND REGULATIONS EAGLEVWcW TECHNOLOGIES Premium Report June 13, 2016 Claim: Angel Suarez 701 Grand Concourse, Miami Shores, FL 33138-2475 Report: 1472.1895 LENGTH :D`IEAGRAM Total Line Lengths: Ridges = 136 ft ' Hips = 231 ft Valleys = 199 ft Rakes = 91 ft Eaves = 335 ft 11 19 off 1--,_-- -1-s 117 a 11 Flashing = 7 ft Step flashing = 67 ft Parapets = 0 ft 16 16 22 // A i I I • Ni 11,1 25 0 24 27 26 • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • r • •_ •• •• 57 N s • • • • • • • • • • • • Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5 feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). • This document is provided under License by EagleVlew Technologies to the requestor for their Internal Use Only subject to the terms and conditions previously agreed to by the requester when they registered for use of Eagle1ew Technologies Services. It remains the property of EagleVlew Technologies and may be reproduced and distributed only within the requester's company. My reproduction or distribution to anyone outside of the requestor's company without EagleView's prior written permission is strictly prohibited. All aspects and handling of this report are subject to the Terms and Conditions previously agreed to by the requestor. Copyright 02008-2016 EagleView Technologies, Inc. — All Rights Reserved —Covered by U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125. Other Patents Pending. • PAGE 4 PJliami-Dade County 171VHZ E!ect6oni(.1 ROf Permit Form SerS:ion C Page (Lovirnope. BUR Rr.thof Systems) P111 in the specific roof aSS SIII bly components. if a comp°. ilel? t is not required, inset-1170i applicable (lila) in the text box. Roof System Manufacturer: Product Approval (NOA):] GAF NOA System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field] 42,8 psf (P2) Perimeters: (P3) Corners 108 psf Maximum Design Pressure From NOA: (P2) Perimeter (a') Size: Roof Slope: Parapet Walls: ft. I=1 No DYes . 71.7 . . i -52.5 (P3) Corner Size: a' psf psf (x) a' Roof Mean Height F- 1 12 Parapet wall Height r N/A ft. ft. LWIC Manufacturer: Compressive Strength: psi Support Spacing: Existing Roof (For Recovers Only): Fire Barrier: ft. olc Vapor Barrier 1 Anchor Sheet: Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Number of Fasteners per Insulation Board: Field: Perimeter: Corner: Base Sheet(s) Base Sheet Fastener / Bonding Material: 1---1/4RS NAILS Ply Sheet(s): PLY IV (2) Ply Sheet Fastener / Bonding Material: ASPHALT TYPE IV Top Ply Sheet: T MINERAL SURFACE CAPSHEET Top Ply Sheet Fastener / Bonding Material: ASPHALITY4 IV • • • • • • • • • . • • • OptionalSouicfgcjv: (P1)Field: • -11-10-W1F11-• • • • • • • s s • a • • • • • • • • • • • • • • • ••• • • • Fastener Spacing for piv.S.Vet Atta.chmnt: (P2) Perimeter: (P3)Corner: Lap Spacing 6 4 in. o/c in. o/c in. o/c • • • • • • _• II •1 • 6 • • • • • • Row • • . RN(s) • Row(s) Wood Nailer Type and Size: • • • • • • • CO •• 0-1. o/c • • 4. hoIc • • in. o/c • • • • • 4 Wood Nailer Fastener Type and spacing: -- Galvanized Edge Metal -- -- 3" Face 26 Gauge -- -- SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: 1 1/4 RS NAILS -- SELECT PARAPET WALL COPING MATERIAL -- -- SELECT COPING METAL SIZE OR TFIICKNESS ____ __ SELECT COPING METAL HOOK STRIP SIZE Parapet Coping Metal Attachment: Reset Form Print Form Iviiauii 4ade CounityR BZ Iecttonic Roof remit Form. • 1rDaJii'eringExcellence ayDay Mushrate Components Noted and Details as Applicable: 7 - -~ Dap iteal • Roof Max Reig1it Drip Metall: 13X3 GALV 26 GA Surfacing: Top Piy: — 1MINERAL SURFACE GAPSHEET •. • • • • - •• • • •• •• •••• • • •• • • • • • • • • • • • • •• •• fry• - • • • • • •• • Xnterphes: 1PI:Y 1V (2) ]Base Shee 7-- --- — 1475 BASESHEET • • DecikType: _- - - — - - 15/8 GDX PLYWOOD • • •• • • • • • • •• • • • • • • - • •• • • • ••• • • • • • 6� �l�b��i U•Q�E, DEPARTMENT O3 REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 MIAMI-DAD.E COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miarnidade.aov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Country Product • • • •' • Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade fcQuritY) • • • reserve the right to have this product or material tested for quality assurance purposes. If th,ii Qrjuct of' •; • • • material fails to perform in the accepted manner, the manufacturer will incur the expense o,fsuch.testing • and the AHJ may immediately revoke, modify, or suspend the use of such product or mates ialbwithin their • jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-D'Alt County Product Control Section that this product or material fails to meet the requirements of the a� 1fc 1e : . • •. • .• •••• building code. • • • • This product is approved as described herein, and has been designed to comply with the Florida Building.GQL including the High Velocity Hurricane Zone of the Florida Building Code. • • • ••• • • • • • DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenininate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY I10: Ds,7� ny( NOA No.: 14-1030.01 ( Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 1 of 31 RJR OFING SYSTEM. APP OVAL Cate6orv: Roofing Sub-CateEor v: BUR Material: Fiberglass Deck Type: " Wood Maximum Design Pressure: -97.5 psf. TRADE E NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE Li Product GAFGLAS® Ply 4 Tri-Ply® Ply 4 GAFGLAS® F1exPlyT' 6 GAFGLAS®#75 Base Sheet Tri-Ply®#75 Base Sheet GAFGLAS® #80 UltimaT"Base Sheet GAFGLAS® Stratavent® Perforated Venting Base Sheet GAFGLAS® Stratavent®Nailable Venting Base Sheet Ruberoid® 20 Smooth Ruberoid® Mop Smooth Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® HW 25 Smooth 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" (I meter) wide (MIAMI.DADE COUNTY) Test Specification ASTM D2178 ASTM D2178 ASTM D2178 ASTM D4601 ASTM D4601 ASTM D4601 ASTM D4897 ASTM D4897 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 Product Description Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. . . .... Smooth surfaced asphaltic ply Meet ieinfolreil• • • with fiberglass mat. . • Smooth asphaltic base or baseiplyst.eet reirigrc; with fiberglass mat. .• •.. Smooth asphaltic base or baselpfysheet reinf3lcea with fiberglass mat. . • . •• • ... Smooth asphaltic base or baslplyeet reiir'orcea. with fiberglass mat. • • • ..• . Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. SBS polymer -modified asphalt base or anchor sheet reinforced with a fiberglass mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED LABELED BY APPLICANT: 'i'Ai;4LE it Product Ruberoid® HW Smooth GAFGLAS® Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet • GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet Topcoat' Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOut' Fire Barrier Coating VersaShield® Fire - Resistant Roof Deck Protection Dimensions 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 or 55 gallons 1, 5 or 55 gallons 5 or 55 gallons 5 or 55 gallons 12" x 100' rolls VersaShield® So1oTM 42" roll wide, 100 Fire -Resistant Slip ft. Sheet Topcoat® FlexSealTM IFRWM 1, 5 gallons or 1 qt. tube Test Specification ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 Proprietary Proprietary Water -based elastomeric coating• • Product Description Smooth surfaced torch applied SBS base or anchor sheet reinforced with a polyester mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteT°` Elastomeric Coating. • • •••• • •• • Solvent -based thermoplastic Webber• . • • sealant designed to protect arid r tere aged4ore surfaces and to increase roof ftf1 vity. • • • • • • • • • .• • • • • • ••• •• • • • • Water based, low VOC prim:rd:it:Wed to block asphalt bleed -through. • • • • . Low VOC, water based fire bawiercoating. • • ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier ASTM D146, D828, D4869, D6757 TAS 139 Non -asphaltic, fire resistant fiberglass underlayment Solvent -based elastomeric sealant. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Polyiso Insulation EnergyGuardTT' Tapered Polyiso Insulation EnergyGuardTM Ultra Polyiso Insulation EnergyGuardTM RA Polyiso Insulation EnergyGuardTM RA Composite Polyiso Insulation EnergyGuardTM RH Polyiso Insulation EnergyGuardTM RH Tapered Polyiso Insulation EnergyGuardTM RN Polyiso Insulation EnergyGuardTM Perlite Roof Insulation EnergyGuardTM Perlite Recover Board Securock® Gypsum -Fiber Roof Board Securock® Glass -Mat Roof Board Structodek® High Density Fiber Board Roof Insulation DensDeck® Prime Roof Board DensDeck® Roof Board �eil 17.0)1-Nr=g) IAMI•DADE COUNTY TABLE Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass -faced polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board Perlite recover board Gypsum board Glass faced gypsum board High density fiberboard Gypsum board Gypsum board Manufacturer (With Current NGA) GAF GAF GAF GAF GAF .... • : eAF• .... • .... :::.. •• .... . • .. . . • .. ..• .... • • . . . . GAF . . . .. . GAF . ... . .. .. United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia' -Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4of31 PPROVETJ lFASTENERS: Fastener Plumber Product Narne 1. Drill-TecTM #12 Fastener 2. Drill-TecTM #14 Fastener 3. Drill -Tee ASAP 3S 4. Drill -Teel 3" Steel Plate 5. Drill-Tec' ' 3" Standard Steel Plate 6. Drill -Tee AccuTrac® Flat Plate 7. Drill-TecTM AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) (f' MIAMI.DADE COUNTY TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-TecTM #12 Fastener with Drill-TecTM 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-TecTM fasteners. Galvalume® coated steel stress plate for use with approved Drill-TecTM fasteners. A2-SS aluminized steel plate for use with Drill-TecTM fasteners. Galvalume® steel plate with recess for use with Drill- TecTM fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-TecTM fasteners. Dimensions #12 x 8" max. length, #3 Phillips head. #14x 16" max. length, #3 Phillips head. See components 3" Round 3" Round 3" square; .017" thick 3" square; .017" thick 3" Round Manufacturer (With Current NOA) GAF GAF . .... GAF. . . .... . . . ..• .. . • .. • . . .... . • • GA] . • . • . . .. . . ... . .. GAF GAF GAF NOA No.: 14.-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04./17 Page 5of31 EVIDENCE SUBMITTED: Test Ageiicv Test identifier Description Date Factory Mutual Research Corp. 3014547 4470 05/22/03 3029832 4470 05/11/07 3033135 4470 11/24/08 3034312 4470 04/09/09 3036980 4470 08/14/09 3038278 4470 11/18/11 3040738 4470 11/16/10 3041769 4470 05/26/11 3042887 4470 11/14/11 3042905 4470 01/10/12 3046081 4470 02/13/13 3047636 4470 08/08/13 ODOA8.AM 4470 07/09/99 OD 1A8.AM 4470 QW!9/9.4 0Y9Q5.AM 4470 • • • • •' • 04/02i98 • 1B9A8.AM 4470 19/04%7 • 2B8A4.AM 4470 074,797• • 3B9Q1.AM 4470 ••...• Q1/08498• • 3D4Q2.AM 4470 • • • • CM717 797-03221-267 4470 • • fl9/9f07 • • 797-03825-267 4470 •• •. 07/'2"li'08 797-10228-267 4470 • •• •• 01/23/15 • UL LLC R1306 UL 790 • • 64/04/17 • • •• • ••• • • PRI Construction Materials GAF-012-02-02 ASTM D4977 11/d6101 Technologies, LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-122-02-01 TAS 139 05/07/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 GAF-549-02-01 TAS 114 08/08/14 GAF-549-02-02 TAS 114 08/08/14 GAF-559-02-01 TAS 117(B) 09/30/14 1'1 MIAMwADE COUNTY ?t NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 mmi G SU r-,i i �T 'ii F i�,�: Test Agency PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD Atlantic & Caribbean Roof Consultants, LLC `t. MIAMI•DADECou'.rri) r�oNT liTIED) Test Merit -Wier GAF-559-02-04 GAF-559-02-05 GAF-559-02-06 GAF-559-02-07 GAF-559-02-08 GAF-559-02-09 GAF-559-02-11 GAF-559-02-12 GAF-559-02-13 GAF-559-02-14 GAF-559-02-15 GAF-559-02-16 GAF-559-02-18 GAF-559-02-19 02-005 02-014 C8500SC.11.07 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G36780.07.11-R1 G40630.01.14-1 G40630.01.14-2A G40 63 0.01.14-2A-1-R 1 G43610.01.14 G6850.08.07-1 SC6870.08.14-R1 11-053 DescriOon ASTM D 1876 ASTM D 1876 TAS 114(H) ASTM D 903 ASTM D 903 ASTM D 903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 117 ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6401 ASTM D4897 4470-TAS 114 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 TAS 114 • •. •• • • •••• •• •• • •• • • • •• • • Date 10/01/14 10/15/14 10/02/14 10/02/14 10/02/14 10/02/14 10/14/14 10/14/14 10/15/14 10/15/14 10/15/14 10/15/14 10/15/14 (ri$i1.5 Ql/IMfQ2 0I/2M702 • (16/03/15 11/15/11 G4/25411 e/ /1:5 07/187 1 01/06/14 01/07/14 04/10/14 01/22/14 08/13/07 09/04/14 08/12/11 NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 Membrane Type: Deck Type Deck Description: System Type E(3): Ali General and Sys te - Fire Barrier: (optional) Anchor sheet: Fastening Option #1: Fastening Option #2: Fastening Option #3: Fastening Option #4: Fastening Option #5: Ply Sheet: BUR Wood, Non Insulated Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. Anchor sheet mechanically attached to roof deck. Limitations shall apply. TOPCOAT FireOutTM Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. N!IAMI.DADE COUNrr)d) GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or GAFGLAS® Stratavent® Venting Nailable Base Sheet is secured as described below. Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —45 psf See General Limitation #7) • • • • Miami -Dade County Approved min. 12 ga. annular ring shank nails'aed ;nin. 1/$1n, diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchoreller Side laps • 'M16 in. o.c. in the field of the sheet in two staggered rows. • (Maximum Design Pressure: —52.5 psf. See General Limitation #v: • ••• • • • Drill-TecT" #14 Fasteners and Drill-TecT' 3 in. Standard Steel P1ate5,13141:-TecT; • • •. AccuTrac® Flat Plates or Drill-TecT" 3 in. Ribbed Galvalume P1ate•(•Fg. are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. P. tie Meld o' the §heet in two staggered rows. • • (Maximum Design Pressure: —52.5 psf See General Limitation #%1. • : • • • • • • Drill-TecT" #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-TecT" AccuTrac® Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf See General Limitation #7) Drill -Tee' #14 Fasteners and Drill-TecT" 3 in. Standard Steel Plates, Drill-TecT" AccuTrac® Flat Plates or Drill-TecT' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf See General Limitation #7) When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 .expiration Date: 11/04/18 Approval Date: 05/04/17 Page 27 of 31 Cap Sheet: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCaim Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. 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. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. 2, Maximum Design Pressure: See Fastening Above. f NIAMI•DADS COUNTY) j .... • • • • .... . • • .. . • .. • . . .... • . • • • .... • . .... . . . . .. . . . . . ..• .. .... • • • • . • . • . • . .. • ••• • • • NOA No.: 1a-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 'W11,0D DECK SYSTEM EIv LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum' 'A" DensDeckTM Roof Board or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows,•oireat• each sidelap and one down the center of the sheet allowing a continuous area of ventilation: E;Circling of flit' • strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross vehtilat%n. Acl�ali • •• • Q application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall b� • • limited to a maximum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F')'vali Ef 2751Bf.,'as • tested in compliance with Testing Application Standard TAS 105. If the fastener value, as ald•tieeted, are t�eloy✓ 275 lbf. insulation attachment shall not be acceptable. • • • • • • • • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment iQ b'l' d;on a minimum•• fastener resistance value in conjunction with the maximum design value listed within a specific stem. • • fastener resistance be less than that required, as determined by the Building Official, a revised fastener sp,nLng, • • prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered.: Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. El` MIAMI•©ADE COUNTY D OF 'MS llS ACCEPTANCE NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 TGFU,R1306 - Roofing Systems •�r '..111N C Y�}i�,1 j,.l • II ISY MAR 30 Roan S ys einns Pa qe Bottom Roam) Sygems See General information for Roofings stems R1306 GAV 1 CAMPUS DR PARSIPPANY, NJ 070S4 USA 'RUBE -ROM 0 Mop Smooth" or"RUBEROID0 Mop Smooth LS , may beetilize a shants alternate ny of Type owing 'GAFGLAS® 713aseSmooth'or R "G GL S a BC Ultima f3 ' • • • • • • "GAFGLAS®�f75 Baseslieet" or"Trf-Ply® #75 Base Sheet or AF A 0 . , • Classifications, Georgia-PacificGypsum LLG"pensDed<® • Roofboard' or">�!nsDeia (YY �e • • • GypsumD ® RBcURD CK®."4o� 9 • • • • uu board ormi Roofb thick (minimum) thick)l` this • ih.-fn, thick (minimum) 9Yps rr1 ° i` a be used in any existing noncombustible deck Classif catiotl, • Roofboard" u r" U OCK0 Gia s MatRoof Board"a(Type S MRX) m (minimum)e any xis<n n o o roof decks. HCI f Lca 0 t, When S I •• done, the or s Ung roofing f e jacejf donee resulting roofing system is acceptable for use over combustible ( I = is part: fb the roof system, P . . and Georgia-Pacificypsum LLC"DensDeck® Roofboard' °r"DensDed<0 Prima Roofboard" or°Densl� '� a ua the (board rt board G Is and t of the of Gsaes�r.R thine la "SEGUROCK® Roof Board"(Type FRX-) anyUL Classs4lit.�uj�aifon rd" :.. Roofboard" are to offset a minimum tiv�f(m (minimum) butt the roof deck, if polystyrene • (be owType She ovedarmentbd to to in,. (type SGMRX) are limited to a maximum 3: t2 Slope when Used over combustible deck in a system with • • polystyrene, 6" • :ay�be adhered • „ 4" oreTri-P!Y® NY 4" or De k® Ptirne Flex lyd6" o°Dells lY®UlpuraGeXibl0 Pl17 6' r aid" in hot . ipr plies Georgia-Pacific fGy Gypsum GLC1 e Dec a•. ... to roofing asphalt, Gypsum LLC Pensi)eck0 Roofboard' or s stem listed below, • • • rooffng asphalt, K " be used interchangeably in any roof covering Y "GAFGLAS®PfexPly'" 65L°and "GAFGLAS®FIeXPiy 5 may Guard""` in any applicable Classification. 'EnergyGuard*'Ultra' is an acceptable alternate to "Energy be mechanically fastened or fully adhered writ hot loafing asphalt over "GAFGLAS® Stratavent® Naifabfe Venting Base Sheet' mat noncombustible decks and as a recover over existing roof systems, Ff d as a cover board over EnernyGuatdTM systems, in any of the following Y FnergyGuardT'{ perliteSnsulation" maybe utilize� adhered with hot roofing asphalt or UL Classified urethane of the following Classifications include insulation, ' insulation otherwise e.Poytrenrrefr ncedinenyoftheifollo in Ced fully .nsincudeonAdtesiveperthemanufacturePsfnsal[ation jnsulation adhesive. Polystyrene reverenced in any UL classified applicable Non -Combustible Roof Deck classifications, Unless ionsl(Xc indicated,LRF all insulations i may bpp icable with ahy instructlohs(eXcluding LRFA h 0) � in any applicable Classification, Guard "l:nergyGuard'F'Tapered' is an acceptable alternate to "Energy "FnergyGuardi"Ultra Tapered" is an acceptableGuard'''' Ultra" in any applicable C(assificatioh, HAL ELT SYSTEMS VVITH RCA' ItO0FXNGASPHALT G GLAS®PIB s o heel" or "GAF L S "GA 0Ultrate' X sly 6" or allglass mat base sheet ("GAFGLAS® 475 Base Sheet' or "Trf-Ply® 4k75 Base Sheet" or "GPlyAFGLAS® 480llliima'" Base Type ') asph e Gi asphalt glass fiber ply sheet ( AF sheet') is Ultra -Flexible a y 6') in The Class AJ B or C roof systems indicated below• "Trf roof de Ply ) ' " first be covered with one ply Type G2 asphalt saturated glass fasted base sheets to be loose sidaor tavenyo Mai labl yVVe� Venting TheSheet' et' or "GAF t Ease 5fteet" or"GAFGLAS®StrataVent® Perforated Venting roofing asphalt and nailable base sheets are to be mechanically fastened granule side down, glass plysheet b`e substituted YorType GI o , glassmat base sheet ("GAFG1-AS®*75 Ease Sheet" or "Trf-Ply® *75 Base Sheet" or "G F6LAhe following tr As e Sheet' Type Gz asphalt trat6" as asphalt nailed baseply 4." or "GAFGLAS© flex Ply 6" or' T ri-Ply® Ultra -Flexible Ply ) Base Sheet"or"GAFGLAS®5�ratavent®NailableVen'tfn9�ase5heet may ("GAFGtAs®Ply "" or"Trf-P1y®P1Y systems, hale or mechanically fastened, e .- �, Ownr base sheet may be (ul ly adhered with hot roofing asphalt: _ __,..,I, .,N`ri,ArhanicallY fastened, TGFU.•130Ei- Roofing Systems 'Sr/32. ai eryeht fiber building units are considered suitable to be included as 2 deck in the following Class A B o y s/3 or l eo r c systems l isle d over c- c. ?he use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/ -in. rn f thick gypsum board is an acceptable alternate for minimum insulation over C-i5132 thick roof decks, The use ohirnUm f polystyrene insulation board between minimum 3/4-in, thick perlite board and deck with rosin paper (perlite/rosin paperfpolystyrene/perlite) is a suitable alternate forpolyisacyanurate board in the following Class A, B or C systems, Trumbull "perms Mop' maybe utilized with any of the following "Asphalt Feit systems with Hot Roofing Asphalt". "GAFGLAS® #so UJLirnam, Base Sheet" may be used in any of the following systems, u GAFgAS0 Hex PIy 6" and "Tri-Piy® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® ply 6", "GAFTEMp Permalite Recover Board" may be used in Lieu of any perlite insulation in any of the following Nc Classifications, Unless otherwise indicated, any of the "AsphaJtreit Systems with Hot Roofing Asphalt" may be surfaced With 'United Coatis stH FireRoof Coating applied at a tat of 2i/�to 3-gal/100-ft2 9 Fir Shield M6 Not roofing as a . = Class A, 8 and C ph ly �oruseWith glass felts otmodiiiedblturnenrnem6ranes, cRUsfj anon, at Weld' SBS footing membranes maybe used in lieu of "RUBEROID a 0 Mop" SBS ro offing rmernbranes in any applicable • • • + • • • class • •••"•` i, Deck; C i5/3z • • • • •• • • •• • :recline:3 • : • • •. • Barrier )hoard(optiohal);ore • • • Roofboard"or"Densbeck®Du�GuardmRo f6oatders �ernniinturp LEC td"�ST� Dec a ..•. • • • • d m Co (Type FRX-G) or"SECUROCK® Glass -Mat Roof board" (Type SGMRX), minimum I -in, thick. Q1'`hme • pnsutationI-. One or More layers perlite or wood fiberorglass fiber or polyisocyanurate or ure a Rd Roo, Board" ` composite or perlite/urethane composite orwoodfiber/poiyisocyanurate composite orphenolic, any thickness, • • Ply sheet: Three or more lies Type G� "GAFGLAS® 4"„ 1� he or • `• : `• • Flexible Ply 6 f fully adhered with hoof roofing asphalt, Ply or Tri-PIy® Ply 4" or "GAFGLAS®Flex Ply 6" or ri-P " tits • • • Surfacing:}-Gravel,'.l �DiIJ • 2, beck; C-15/32 Incline; 2 Harrierlgmard(Optiohal); Roofboard" or"Densbeck® DuraGuardiii Roofboard'; minimum 1/L-ln, thick, or United States Gypsum Co, "SE { One or more Tayers'Georgia-Pacific Gypsum LLC "Densbeck® Roofboard"or "Densbeck® (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SG Prime Tnsulatioi::,— One or more layers perlite or wood fiber orglass fiber)or minimum or urethane orperlite/polyisocya u i board" composite or perlite/urethane cofiin, Thick, talySheet: �. Three or more plies Type GI "GAFGLASOP PIy 4" or "Tr1-Plyate ® ply 4" or "GAFGLAS© thickness, l ix Ply 6" or "T r PI y n race Flexible Ply 6', fully adhered with hot roofing asphalt. Cap sh?et: -. Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "G rgyCa Minerar�surfaced Cap Sheet, fully adhered with hot roofing asphalt, AS®Enet Ca f+ 3, Deck: plc AFGL Energyp, • .dnciine:2 learrierBoard (optional); — One or more layers Georgia-Pacific Gypsum LLc "Densbeck® Roofboard" or "Densbeck® Prime (TypeRoofboard" or "pensbeck©DuraGuardal Roofboard",minimum 1I�_ (Type FRY G) or "SECU oC ih. thick, or United States Gypsum Co, "SECUROCK FR o R K® Glass -Mat Roof Board" .(Type SG n (optional): : � (YP MRX), minimum %-in, thick, O Roar Board" , esuf P y. ) One ormorelayersperliteorwoodfiberorglassfiberorpolyisoc a maximuir isoryanurate composite or per-Re/urethane co Y hurate or urethane or composite or fiber/polyisocyanurete composite or phenolic, 2-in, PJiYS heel; -. Two or more piles Type Gi, "GAFGLAS® Plya." �, Y , fully adhered with hot roofing asphalt, °r Tri Ply® Ply 4" or "GAFGLASC) „ Cap sheet; •-.0 Flex ply 6 or Tti-ply0 Ultra -Flexible MineraCnp sheet: —, Typesheet",3"GFGLAS® Mineral Sutfaced Cap Sheet' or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS „ �--fully adhered With hot roofing asphalt. 0 ner Ca 4, Aedk: C-15/3 gY P`' incline: S. slip She (Optional):, --Red rosin paper, hailed to deck. Znsuiation (Optional):.-, Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechahicaJ(y fastened or adhered OMG Inc, "OJyBond Fastening System" or any UL Classified insulation_ adhesive, Base Sheet; �, One ply Type G2 "GAFGLAS® or with • Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet", i chany®;yfaBase Sheet" or "GAFGCgsO �gO Ultintar�� Base ' Flysheet: `' Oqe or more plies Type GI "GAFGLAS®pl 4" „' mechanically fastened, Ply 6", fully adhered with het roofing asphalt, yor Tri P!y®Ply or GAFGL s " Cap Sheet: — �� , A 0 Flex Piy 6 or Trl-P1y®Ul'cra-FleXi61E Type GB GAFGLAS® Mineral Sul -laced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Eners'yCapTu Mineral -suit -aced cap Sheet", fully adhered with hot_ roofing asphalt. Coakin;g(Optional);--•'United Coatings'r1 'TOPCOAT@ F egy " „,,� COaUn0Off PAI1F ta.... Fin ht.. ... .. n COTE' Roof r na5nn n-snit .. _ .._ . . e • • • • •. • • • • • • • • •• • • • • - Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System CERAMICA VEREA Notice of Acceptance Number (NOA): 116-0921.07 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): F71 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height: "/12" 15 Method of Tile Attachment: ft. 1--Adhesive, Medium Paddy Polyfoam Polypro-0 Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: --3" face 24 ga.-- --Galvinized Metal-- 11 1/4 RS NAILS Hook Strip/Cleat gauge or weight: Select Hook Strip -- Deck Type: I--5/8" Plywood -- Optional Insulation: • • .... • • • Optional Nailable Substrate:.-� • •• . . • Si - .... • • • • Optional Nailable SubstraUikitg‘hment; .. Basesheet Type: • . • • • • • . . . . • • • . #30 ASTM TYPE II .• . .. .. Fastener Type for Basesheet Attachment: . • . • • • 11 1/4 RS NAILS 6" OC AND 12" FIELD Tile Underlayment (Cap Sheet ) Type: TILE SEAL Tile Underlayment Attachment Method: SELF ADHERED Tile Profile: VEREA FLAT Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: 139.1 168.1 1100.7 xX xX xX 10.210 0-.210 0.210 [8.211 13.68 20.24 - Mg: - Mg: - Mg: [3.779 13.77 - gal = Mr1: = Mr2: = Mr3: 4.44 9.91 16.47 138.71 38.71 38.71 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf • • • • • • • • • • • • • • For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater titan or'equal tt tlad f revalues, for • • each area of the roof, then the tile attachment method is acceptable. • • • • • • • P1: xl:J1= P2:lI x I: P3: x I: 1 SIN xw:l 1= x w: x w: all - W: - W: =LI-W: x cos e: = Fr1: x cos 9: = Fr2: x cos 0:Ft= Fr3: •••<• •• • NOA • • • •— • • • • • • • • NcAF' • Where to Obtain Information to complete tile calculations •• • • • • • NOA F' • • •• • • • • • • • •• • • Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Ceramica Verea Lanza S/N 15685 Mesia (Coruna) Spain 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.mi a midade.gov/pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in thexcgpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, br suspend the use of such product or material within their jurisdiction. RER reserves the right tcrrewke this aooeptance, if it is determined by Miami -Dade County Product Control Section that this product or matetiai fi3iis to meet the requirements of the applicable building code. • • • This product is approved as described herein, and has been designed to comply with the FloriclaNltilding`godo. including the High Velocity Hurricane Zone of the Florida Building Code. . •.. • .. .. • .... DESCRIPTION: Verea Flat Grade 1 • .• . . • .• • . • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo„city„'SYate aria following • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • • •. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0107.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0921.07 Expiration Date: 04/24/19 Approval Date: 05/04/17 Page 1 of 5 • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This approves a roofing system using Verea Flat Grade 1 manufactured by Ceramica Verea in La Coruna, Spain and is distributed by Ceramica Verea, USA Corp., as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Verea Flat Grade 1 L = 15.65" W = 9.96" Thickness: 0.45" Trim Pieces Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Mesia (La Coruna) Espana 2.2 EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida Test Specifications ASTM C1167 Type III Grade 1 ASTM C1167 Test Identifier RT1220.01-13 RT0131.01-14 RT0707.03-16 Product Description Flat profile clay roof tile. For direct•creck• • adhesive set applicatiors• . • • . • • . • •... . Accessory trim, clay roaf Dre'c&s for use *at hips, rakes, ridges and valley•terminations+ • manufactured for each t 1.G,p>;gfile. • • . . . • • ..• .. •... • .. • • . . • •. • Test Name/Report ASTM C 1167 TAS 101 ASTM C 1167 • . • Date 12/30/13 02/24/14 07/14/16 . 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 Building and Neighborhood Compliance Department — 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. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0921.07 Expiration Date: 04/24/19 Approval Date: 05/04/17 Page 2 of 5 4. INSTALLATION 4.1 Verea Flat Grade 1 and its components shall be installed in strict compliance`with Roofing Application Standard 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) Verea Flat Grade 1 6.4 1.304 0.83 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Verea Flat Grade 1 N/A 0.21 .... Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf). .••••. •• Tile Profile 2":12" 3":12" 4":12" 5":12" 6"742" : • 7412" ar:Greater • • Verea Flat Grade 1 Direct Deck Direct Deck Direct Deck Direct Deck Direct.geck Direct: Deck 3.82 3.77 3.71 3.63 3754••° :"3'44 .. • Table 6: Attachment Resistance Expressed as a Moment - Mf'(lt-ref) "" for Single Patty Adhesive Set Systems Tile Profile Tile Application • .. • . .. . • •• . rilinirlimArtachrnent Fresist hte : • ICP Adhesives Polyset AH-160 38.711 Verea Flat Grade 1 1 Medium paddy placement weight 24.6 grams (approx. 2" x 10" paddy) of ICP Adhesives Polyset AH-160 Adhesive AH-160. MIAMI•DADE COUNTY APPROVED NOA No.: 16-0921.07 Expiration Date: 04/24/19 Approval Date: 05/04/17 Page 3 of 5 •. • • • • ••• • ••• • • •• ••• • • • ••• • ••• • 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". verea LABEL FOR VEREA FLAT GRADE 1 (LOCATED ON THE SIDE OF 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 Building Official or Applicable baild1ng code ix crater to properly evaluate the installation of this system. • MIAMI•DADE COUNTY APPROVED . . • • • • . . .. .• •• . . • • • • • • • . • • • • • • • •• • • • • • . • • • • ••• • • • NOA No.: 16-0921.07 Expiration Date: 04/24/19 Approval Date: 05/04/17 Page 4 of 5 PROFILE DRAWING VEREA FLAT GRADE 1 END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED . . . . . .. . • ... • . • .. . • • • • ••• • • • • • • • • .. • . • • • .. .. .• • . • • .. • ••• • • • • • • • • • • •• • ..• ... • • • NOA No.: 16-0921.07 Expiration Date: 04/24/19 Approval Date: 05/04/17 Page 5 of 5 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: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Conger, Se tion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th1 rig1 t.to have"thhtS product or material tested for quality assurance purposes. If this product or material fails to perform in theaace ted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyie; ae, mocMM, or suspend the use of such product or material within their jurisdiction. RER reserves the right t4 r411„oke this acceptance,• if it is determined by Miami -Dade County Product Control Section that this product or material .'ails to mactrthr requirements of the applicable building code. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 VIM. miamidade.< ov/economy • •• • • • • • This product is approved as described herein, and has been designed to comply with the Florlti"a Building Cure• including the High Velocity Hurricane Zone of the Florida Building Code. . • ••• DESCRIPTION: BORAL TileSeal • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renewes NOA#13-1113.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Freddy Semino MIAMIDADE COUNTY APPROVED • • • •• • NOA No.: 17-0530.10 Expiration Date: 07/31/18 Approval Date: 07/27/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS PRODUCTS DESCRIPTION: Product BORAL TileSeal Dimensions 36" x 36' rolls 36" x 72' rolls MANUFACTURING LOCATION: 1. Brentwood, NH EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. IRT-Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. MIAMI•DADE 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 sheet material with a white glass re -enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (H) • • • • •. . . •••• • • • .. •• • •.•• . .... • . • • •..• . It•.• •• • • • • • • • • .. •. • ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 TAS 103 / ASTM D4798 ASTM D 1970 Date • 040$/02 • 02%8/02 • 04/01/02 o7l3Q/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: Wood, non -insulated Deck Description: 15/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: 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. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 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 membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: MIAMI DADE COUNTY APPROVED .•.. Note: When used in Tile roof systems BORAL TileSeal Underlayments hallbe back nailed to deck with approved annular ring shank nails and tin caps at a maximum S" o.e. at the sjcblaps. • No nails or tin caps shall be exposed. • • • • . • • • . Approved for Approved Adhesive Set Roof Tile Systems, Mechanically.F slened Reef 41e, • 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 than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of AcceVairce listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of: Acceptance. • +i: $•ORAh • TileSeal underlayment is not listed, a request may be made to the Authority Having J1.iTisdtction •X Y)• or the • • Miami -Dade County Product Control Department for approval provided that appfo dale docurhtiifation ig • provided to detail compatibility of the products, wind uplift resistance, and fire testing resv1t§.• • 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose.decking •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 pofnt=•olling the itembrant •. from the center outward in both directions. For ridge applications, center the membrane and, oll frpm the center • outward in both directions. • • • •• 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving specin4 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 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.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend,the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance? it is determined by Miami -Dade County Product Control Section that this product or material fait to•ttteet the tttgttirements of the applicable building code. .. . . .. • . . .•.• This product is approved as described herein, and has been designed to comply with dig .flk ida Build,ing 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 loge, city! state rail 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. MIAMI•DADE 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 Test Specifications Product Description ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment • Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: .... . . . . .. .. • .. •. . .... • . . • • .. •. . • ... • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NDA w ich lift attaphment 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 Note: The physical properties listed accepted ASTM test methods and are subject to normal manufacturing variation. MIAMIDADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 .. . Results ... • • • .. 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% above are presented as typical average values as determined by • • • . . • • . • . 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 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 ASTM D 1623 TAS 101 TAS 123 TAS 101 TAS 101 TAS 101 03/14496. • •.' . 04/16f)•2 •• • 02/:41.2. • . . 000111 . . .. .. •• • • • • • . • •• . 10 '3w9:• • . • 12/28/98 •.• • '.• 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 Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). •••• 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispense:R • TF.1.000 of IcV. • 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 minutifseitoes ICP Adhesives • Polyset® AH-160 has been dispensed. • • • • • • 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accaee witlrte' . q�d• - 'Placement Details' herein. Each generic tile profile requires the specific placement n4tgdiein. • • • •• • • 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 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of tile 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead •••• • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches : • •34 drams wide! pan • • LABELING: ••. • • • • • • • • • • • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable mafleit?g of the • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control Apprbgd" or iha Miami- •• •• GPI, •• Dade County Product Control Seal as shown below. • • • • • . • • MiAMIOADE COUNTY ARM VE0 • • • • • • • •• • • • • • • • • • •• 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 Nail thiough plastk ct�naml {rsiwcti t otW rrrd}.4 f: = ilndrrl+ymrnrR tii Nall ih.ough"ple:e}e tFr,�rfY-.4 {when`rrglxlrtclt ( - MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Paddy tE onorhTd41 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 crn2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile •. • • 1. Starting at the eave course,.apply a minlllaw.2" (50.8 mm) x 10" (254 nmirx.l'' (25.4 nun) foam paddy onto the underlaymontpositioneda9 skown under the pan portion of the the closest to the overlock of the tile being sg. • • • . • • • • • • • •. • • 2. Continue in same manner. Tnsul a epprox N ate ly 17 (109.7 cm2) — 23 (148.4 cnn l nl}ire inch adhesive •• • contact with the underside Of the Ole. • • • • •• • • • ••• • ••• • 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 16i1 through Fleatia r.•mnnt twhen required), Nail through plastic cement ¢when required) i- Uhd.rl.pinrni MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 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 cm') — 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive • contact with the underside ofthetile. • • • • •. • Medium Profile / Double Pan Tilo.. 1. • •• • • • • • • • • • • • • • • • • • • Starting at the eave course, applva Ininimm,tvi50.8 mm) x 10" (254 mm) x 1" (25,4 f ftn) foamip"atltiy onto the underlayment positi4lied 14 shown under the pan portion of the tile closest to the overlockrot�he •• tile being set. Insure approxim teiy (109 cnl2) — 23 (148.4 cm-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through plasticcepeerrt---.- P�du?jlR,iwithflii•i t;when,requited) I - iCtnsS•rlayrnpnt N.,ff - 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 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 approxiwlaIaly 17" (109.7 cm2) - 19 (122.6 cm2 square inch 1 live contact with the underside oi'he tile. ; .• . .•. • • .... • . • • •••• • • •• • . • • • ••• •• .••• • • . • • • • • • •• • • • • •• • •.. • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8of11 ADHESIVE PLACEMENT DETAIL # 3 Nil through plastic cement )when required) • Battens optional e Single paddy on top of tile Paddy (between tiles) fit 4xein. Single pad under til Single paddy on undettayment Paddy 4under tile) Fascia Eave closure Fiat/Low Profile Tile Nail through plastic cement Single paddy under tile twhen requited) Single paddy on top of tile /}4x4in. Single paddy on underbyment Medium Profile Tile MIAMI•DADE COUNTY APPROVED Paddy )between tiles) rf / Paddy [under tllel Eave Closure Fascia 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 expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a4" (101.6mm)x4" (101.6mm)x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, Q;12pder the pan portion of the tile, closest te) the utrdextock for • the second course tile to beirstaaled. kisu;'a • • approximately 8-9 in2 (51!6-5$?le cm2) of adhesive • contact with the underside bf tlietile. • •••• • • • • •• •••• • (Instructions continued on ne jtapaaj • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • ••• • • • • • •• NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic w {when required) Battens optional Single paddy onunddaymen �'4x4in. Single 2 x 4 in. paddy on top of tile = IOin. Single paddy under 61e Paddy (between tiles) Paddy !under tilel Fascia Weephole Eave dosure Drip edge High Profile Tile MIAMI•DADE COUNTY APPROVED 3. Also apply a2"(50.8inm)x4"(101.6mm) x3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan 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 tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •.•• • • •••• • • • •• • • • • • •• •• •••• • • • • • . • • • • • • • • • . ▪ • •• • ••• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Piace enough adhesive to achieve 65 to 70 sq. in. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq.in.contact area. Underlayment Eave closure (motar shown) Weephole Fascia Board Steep pitch applications (when required) Sheathing Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave 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 has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4•rnm) x 10" (254 mm) bead of adhetive,directly on ¶IC inner edge of each side of the eo'vertile. Llae •. approximately 3/4" (19 mn •to 1" (25•in 4 m) from the outside edge of Il1e inwp.d, free of foam to allow for exparitiJ . • 4. Turn cover tile over after.roa€n is applied and place onto pan tile cour:t!.•IIralre a minimum of 20 (129 cm2) - 25 (161.5 cm2) %quarP Ltigg . contact area on each sict of.the cove tile to the pan tile. Continue in same manner. T'rim•a\vay 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 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 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.Qov/economy Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control. Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material failydo•p.rform in the accepted manner, the manufacturer will incur the expense of such testing and ; he„Al-IJ tray immediately • ,:• revoke, modify, or suspend the use of such product or material within their jurisdiction' RER reseryestife right to '. revoke this acceptance, if it is determined by Miami -Dade County Product Control SisBiron that tI is 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 tht I-iigb.Velocity IiIurricana.:.. • Zone of the Florida Building Code. • • • • • • • • DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. • APPROVAL DOCUMENT: Drawing No. 6DADE14, model "6SF-DADE ", sheets & 2 of 2, pjgg d by Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat, P.E., oh Meth 28, 2015, bearing • the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance riumter and tfita • expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. 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 perfortnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply. with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by_ the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #13-0311.10 and it consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E.; M.S. [!t • .• MIAMI•DADE COUNTY APPROVED A p7/o212o/5' NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 Page 1 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by Miami Testing Laboratory, report No. K 49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS .... • • • • • .. • . . ...• 1. Notice of Acceptance No. 00-0718.02 issued to General ElecOjgggmpany oft 09/08/2000, expiring on 07/02/2003. . • • • • • 2. Extrusion drawings No. BVS X10947-A & BVS 8554 by Tel Tower xtrustons, • • • . .• • LTD for Birdview Skylights. • • • . • ..• •• .•.• E. STATEMENTS 0 • • • • • .• • • •• 1. No change letter issued by Birdview Skylights, on 08/10/2000and ,signed bjila; tird. . 1. No change letter issued by Birdview Skylights on 02/11/03 anastgned by € •Fi..tird. • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0611.09 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE Self Flashing Aluminum/Polycarbonate Skylight", prepared by American Test Lab of South Florida, report No. 0331.01-08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. 4 N y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-1 • • Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.08 A. DRAWINGS .... • 1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 4 of,2, pre c ed by . • Birdview Skylights dated February 05, 2008, revised on .Eszbxuary 22,:.2.012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 29I.; • • • B. TESTS •••• • • • 1. None. • . • • . .. .. .... C. CALCULATIONS 1. None. • • • . . • . .. . ... • • . .. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0311.10 A. DRAWINGS 1. Drawing No. DADE608.1, model "6SF DADE", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012. H y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 E-2 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. ••. • • 5. NEW EVIDENCE SUBMITTED • • • • • • • A. DRAWINGS •• •••. 1. Drawing No. 6DADE14, model "6SF-DADE ", sheets 1 &70, 2, prepared by • Birdview Skylights dated March 19, 2015, signed and seal'e l Vipin.N. Tolat, . P.E., on March 28, 2015. • B. TESTS 1. None. C. CALCULATIONS 1. None. •• . • • •• • • • • • • • • • •' • • • • • • • • • • •• • • • • • • • • • • •. • • ... • • • • • D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-3 • • • • J�Yv� HJ A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0413.06 Expiration Date: 07/02/2018 Approval Date: 07/02/2015 ±.024 3_000 BE PO BVS—XI 0947—A • •. • • • • • • • • • • • • • • • • • .•• • • • • • • • Y • ••• • • • ••• • • • • •• JI • • • •• • • .• .. • • • • • • • • • ••• • • • • ••• • • • ••• •• • • •• • • • • • • • • •• • • • • • • ••• •• ••• • - —EXPOSED •.-'�T • • ••• •• • • • • • • • • • • ••• • • • • • ••• •. •• •• FLATNESS ACROSS 'THIS SURFACE t.036 90' PRODUCT REVISED as cornpty.ng with the F:L:FI:... Sri:dise Ceeie AcccptanceNo /5-0 Cor:tro, .06 Ze/g �j tvd V I cc�`7 StAdt:.5t eS 31X9Its !, ec Z- c' -a t.008 .320 Y .750 } .076--- .375 i.....,_ P.I. .195 '•-.070 i.006 ±.009 t.006 .613I-•- ...O70 1 J t.006 070 f T ?, t.o06 22,�'� --.100 i.0125--jj1 44 (2} *.014 1.094 NOTES: *alo6 1. .090 TYP. WALL THKN. EXCEPT AS NOTED. 2. BREAK SIfARP CORNERS AT _015 R. E 3 Nt AEA DE0 PRESS 4 TOOLING 7-73-06 SC 0 �XP05ED SURFa g 2t 3 w17r1-26-D< ru Er WAS 1.231 g pryp8-23-95 AL TO APPLYYUM SS N�qLESS OON THER/015E SP R[WGSt+ 9t. T cirae sur Due 1.076 <-28-95 0 LOUGH 7.90 2r� !4 F►L10R pcs 19 1 FULL I L EST'cam 1.291 p4eu, 24.1384 1A !¢L Stx 12X1.5 RAVE ME M. BVS—X10947—A PRESS}�2 EICR ND. 1,k9702 BDLS. ND. 1.11.2 5 ry0.RL F.P.9702 PRESS#4 Egot 1A10947 *as, NL 151094.7 Fog. FLL. F.P.10947 TOWER EXTRUSIONS, LTD. BIRDVIEW SKYLIGHTS pmr 143 use 1 Tea- NO. 6" SELF -FLASHING CLASS SOLID a.LOY 8063 egg— X10947—A 910Z/80/90 a CO CO CO co N CO m CO S1H9I1A)IS A3IAOHI8 Lh N 0 • •) A 1 50" 2.373" 1,50" 7.0" 4" MINUMUM SEE GENERAL NOTES #2 3.0" 6.0" DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT T 80 1/4" OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK — INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK 10% 01' SPAN, 4" MIN. NOTE: This design can also be used for other smaller skylights as long as the Iongside does exceed 105 1/4" and the short side does not exceed 80 1/4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. MAXIUM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 13 71/2" = 97 1/2" 3 7/8i (TYP.) n 14 SCERWS LS FASTENER LAYOUT LS = LONG SIDE SS = SHORT SIOF. 105 1/4" 1 1 1110 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER .125" EXT. ALUMINUM ANGLE(6063-T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER # 10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER THEREAFTER O .090" EXT. ALUMINUM CURB FRAMING (6063-1'5 ) NOTE: ALL ALUMINUM TO BE 6063-T5 ALLOY FULLY MITERED AND WELDED AT CORNERS — ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X 1" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 1/2". WITH MIN. ROOF DECK PENETRATION OF 7/8" 3 7/8" (TYP.) TOTAL 50 SCREWS AT LOCATIONS ilk 7 I41-- 71 t/Z" A,B & C FOR THIS SKYLIGHT. •I 11115CREWS 95 FOR OTIIER SMALLER SIZES • J• •• • • • PROVIDE FASTENERS @ 7 1/2" • • • • • • • ON CENTER EACH SIDE BIRDVIEW SKYLIGHTS GENERAL NOTEs. ...•.. • THE CLEAR CHOICE 1. THIS DESING COMPLIES WITH FBC 2010 AN1;201'C • • • •• • • 201 LONGHORN RD. FF. WORTH TX. 76179 2. 4" MINIMUM DISTANCE FROM ANGLE L1ef0 RO1 F•SIiiF$CI IS Fa1jaSIIIIN4L14 • TEL: 817-439-9266 FAX: 817-232-8468 OR BUR WITHOUT INSULATION • • • • • • • DATE: 3 - 19 - 2015 MODEL: 6SF - DADE FOR INSULATION AND ROOF TILES ADD THE TILE I-IIEGHT AND THE INSULATION THICKNESS TO THE 4 MINIMUM HEKG1-IT. DRAWING# 6DADF.14 DRAWN UY•F BIRD SCAI.F.: NTS •.. • • . • ••• • • • • • • • • • • • • • ••• • • • • • • -• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • PRODUCT RIIV(SGD a complying with the Florida Building Cods Acceptance No • 0 6 EllP' ion Dele_ 'at Cuntra /8 ROOF MASTIC ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HOUST'ON, TX 77068 1_Ly��