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RF-18-2051 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe mit Parcel Number Permit NO. RF-8-i8-2051 Permit Type: Roof Worts Classification: TilelFlat Permit Status: APPROVED Expiration: 02/05/2019 Applicant 318 NE 105 Street Miami Shores, FL 33138- 1121360130060 Block: Lot: LISA AND EREZ SHARONI Owner Information Address Phone Cell LISA AND EREZ SHARONI 318 NE 105 Street MIAMI SHORES FL 33138-2022 318 NE 105 Street MIAMI SHORES FL 33138-2022 Contractor(s) MARGO GC INC Phone (305)261-7663 Cell Phone Valuation: $ 20,000.00 Total Sq Feet: 2200 Type of Work: Re Roof Additional Info: RE -ROOF TILE & FLAT Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $12.00 $4.50 $3.00 $4.00 $300.00 $9.00 $16.00 $848.50 Pay Date Pay Type Invoice # RF-8-18-68402 08/09/2018 Check #: 3558 $ 798.50 $ 50.00 08/01/2018 Check #: 3538 $ 50.00 $ 0.00 Bond #: 3857 Amt Paid Amt Due Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 ,d zoning. ore, I authorize the above -named contractor to do the work stated. Jam- Y�r.� Authorized Signature: Owner / Applicant / Contractor / Agent August 09, 2018 Date Building Department Copy August 09, 2018 1 060 L.� BUILDING PERMIT APPLICATION DINe ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2001 Master Permit No. W IS — 2651 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 31 R IJ E IO5 54- City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel#: Ij — 213L ' 013 --OO(50 Is the Building Historically Designated: Yes NO Occupancy Type: SF Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): E.ri.2. rJ1'1q row 1 k L- 50. S' F D(hone#: 305-e' o i —1 . Address: - 3 l % N E 105 s�- City: __torn* bl,c�re.S State: F L. Zip: 33I'S a Tenant/Lessee Name: Phone#: a Email: e3LJ�-+L. . 305 -- 8 3 y -(Yt 59 CONTRACTOR: Company Name: 1414J(n C. anC . Phone#: 3O 5^ o01 "7(.(o3 Address: -7 219 n1 L013 B City: o..aM 1 State: FL. Zip: 33 1 Pke. Qualifier Name: M ‘cirle.We (i\c 'ce)b 11 Phone#: State Certification or Registration #: CC,c,13 C'VR l-I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip:s^� Value of Work for this Permit: $ ao, 000 Square/Linear Footage of Work: 2 .2.CO Type of Work: ❑ Addition ❑ Alteration ❑ New r- Repair/Replace 1-1Demolition Description of Work: 91e, 91O0- ( C 7-11e, g• T 1 q —. Specify color of color thru tile: `Jauony °too Ca -Mk m -VA p . (4ne (nrlcut g\en() Submittal Fee $ 3 c pcl 1 d Permit Fee $ C-C-) - C. CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 3 - W DBPR $ "-/. Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ • Structural Reviews $ Bond $ -(3G TOTAL FEE NOW DUE $ 2.-41-9. Sfl (Revised02/24/2014) 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. Signatu OWNER or AGENT The foregoing instrument�L was acknowledged before me this fat day of �u) 20 ig , by L.�silr S't,�0.J3, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: .52e4 MIb€toia 6 i APPROVED BY (Revised02/24/2014) MADELEIN GIL MY COMMISSION # GG 042188 EXPIRES: October 25.2020 one 1 rut. Nota Public nderwriters Signature CONTRACTOR The foregoing instrument was acknowled 51 day of itAok/ d before me this , 20 , by Mt+tke (.LE Mo2E3C0 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ✓/�O 4CG' Print: Seal: *********** Plans Examiner Structural Review MADELEIN GIL MY COMMISSION # GG 042188 EXPI * 5 l2tr* de s ** oe�77rt Notary Public Undenvnters *********** Zoning Clerk UG I/-%L I I'"➢L11L RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CCC1327917 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 MOREJON, MICHELLE MARGO G C INC 7288 NW 8TH ST MIAMI FL 33126 ISSUED: 07/06/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607060000831 006874 ,Local Business Tax Receipt .Miami -Dade County, State of'Florida —THIS IS NOT A BILL —DO NOT.PAX 6047583 • Z.. ---BUSINESS NAME/LOCATION „MARGQG,CJNC, 7288 NW 8 'ST- MIAMI.FL 331-26#, •,•• t RENEWAL 6308639 BT EXPIRES"—u--- SEPTEMBER 30, 2018; Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS MARGO G C INC 196 SPECIALTY BUILDING CONTRACTOR 'MICHELLE MOREJON, QUALIFIER tCCC1327917 Worker(s) ca? I PAYMENT RECEIVED BY TAX COLLECTOR 75.00.J:19/29/2017 — — tHECK21Y1:7-098042;...4, 1 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, nermit; or a certification of the holder's qualifications, to diibbsiness. Holder must comply with any governmental or nongovernmental regulatory laws and riiiguirements which apply to the businbsg„ • ' = 1 , • , The RECEIPT NO. above must be displayed on all commercial vehicles For more f inormation, visit wilw.miamidadgAtiaidiAgObr . , ' — • ACORL® Policy Number: Date Entered: CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 6/5/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER THE INSURANCE DISCOUNT SHOP, INC. 2450 SW 137 AVE # 219 P.O. Box 555 MIAMI FL 33175 INSURED MARGO GC INC 13415 NW 8 STEET MIAMI, FL 33182 CONTACT NAME: PHONE — 305 225-6600 E-MAIL ADDRESS: FAX No): (305) 225-9270 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: GRANADA INS CO INSURER 8 : INSURER C INSURER D INSURER E: INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ' ADDL SUBR POLICY EFF POLICY EXP ' TYPE OF INSURANCE LTR INSD WVD POLICY NUMBER , (MWDO/YYYY) 1 (MM/DD/YYYY) LIMITS IX COMMERCIAL GENERAL LIABILITY I i EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED i CLAIMS -MADE XX OCCUR ` PREMISES Ea occurrence) ZOOOOO r $ 0185FL00103216-0 11/13/2017 11/13/2018 MED EXP (Any one person) $ 5,000 1 1 PERSONAL & ADV INJURY $ 1, 000, 000 1 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,000 POLICY PRO- �, JECT LOC PRODUCTS - COMP/OP AGG1$ 2,000,000 _ _ OTHER: $ AUTOMOBILE LIABILITY ' COMBINED SINGLE LIMIT i $ L(Ea accident), ANY AUTO 1 BODILY INJURY (Per person) ' $ OWNED AUTOS ONLY SCHEDULED BODILY INJURY (Per accident) '$ AUTOS HIRED AUTOS ONLY NON -OWNED ' PROPERTY DAMAGE $ AUTOS ONLY accident) ' _, ,_(Per UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION PER OTH- STATUTE AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N _ _ER _ i E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N /A E.L. DISEASE - EA EMPLOYEE _$ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) 13415 NW 8TH ST MIAMI, FL 33182 STATE LICENSE: CCC1327917 & CGC1504102 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software. www.FormsBoss.com; Impressive Publishing800-208-1977 CERTIFICATE OF LIABILITY INSURANCE Date I 06/05/18 Producer: Plymouth Insurance Agency 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938-5562 This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIL # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Each Occurrence $ Damage to rented premises (EA occurrence) $ Claims Made ❑ Occur Med Exp $ Personal Adv Injury $ General D aggregate limit applies per: Policy ❑ Project ❑ LOC General Aggregate $ Products - Comp/Op Agg $ AUTOMOBILE LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non -Owned Autos1. Combined Single Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident)$ Property Damage (Per Accident) $ EXCESS/UMBRELLA IOccur LIABILITY Claims Made Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor/partner/executive officer/member excluded? NO If Yes, describe under special provisions below. WC 71949 01/01/18 01 /01 /19 X I WC Statu- tory Limits I I OTH- ER E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-71-108 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Margo G.C., Inc. CGC 1504102 and CCC 1327917 Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s;, while working in: FL Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 03-01-17 (PH) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FL 33138 Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. �--fera L1t IM 11 tiLI L RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION HOME INSPECTORS LICENSING PROGRAM LICENSE NUMBER The HOME INSPECTOR Named below IS CERTIFIED Under the provisions of Chapter 468 FS. Expiration date: JUL 31, 2018 MOREJON, MICHELLE 7288 NW 8TH ST MIAMI FL 33126 ISSUED: 07/06/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607060000581 004263 • L1 Business Tax Receipt Miarni7Dagd"e County, State of Florida `-. -THIS IS NOT A BILL - DO' NOT PAY 4942182 - BUSINESS NAME/LOCATION MARGO G C INC 7288 NW 8 ST MIAMI, FL 33126 OWNER MARGO G C INCt t t MICHELLE MOREJON, QUALIFIER Wor.kerls> 1 _ , RECEIPT NO. RENEWAL 4900883 EXPIRES SEPTEMBER 30,- 2018 Mustbe displayed at place of business Pursuant to County Code Chapter 8A - Art. 9& 10 SEC. TYPE OF BUSINESS 196 GENERALBUILDING CONTRACTOR PAYMENT RECEIVED 7rGC150 BY TAX COLLECTOR 41g2_ ,. --_d _ e;� • $75.00. 09/29/20.17:' CHECK21=17-0979877-= I ; This LocallRusiness Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. " The RECEIPT NO. above must be displayed on all commercial vehicles - Miamr-ppdaC031e ecfia„ 76., - ;. For more information, visit www miamidade aov/ta LatO: . t • • • • • • • • • • • • • • • •• • •• • • • • •• • • • •••• • • • • • , • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • • • • • • • •• • • • • VL I PILi, I I I I \L RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER CGC1504102 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 MOREJON, MICHELLE MARGO G.C. INC 7288 NW 8TH ST �* MIAMI FL 33126: ISSUED: 07/06/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607060001074 •••• • • • • •••• • • • • •• • •• 7 • • • • • •• • • • • • • • •••• •)•• • • • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• • Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name 1\-WC g © G C,--VaC- • Job Address 317. NEto3 -. ROOF CATEGORY . Low Slope ❑ Mechanically Fastened Tile �. Mortar/Adheshre Set Tile 0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 500 2 ,200 2.,100 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. ■■■m ■ ■■■ ■ ■ ■ :II m■ ■■■msms■■■■ ■S mama■ ■■■ ammo man ■■ � p�: NUM �r ■■■ ■ ■ ■mm■■■ ■ ■m■ r L ■ 'Gi L. �:�■�1ss■ : WEE ■■m ■■ m■m■■ ■ ■ : '�: ':'■■r :■s ■ .:�m�'aE�# : ■■'■'■ii ::: ssi s:' :� ■� ._ � Illhiii!IIiIIIllr1m11m1mmm e: pp ■ : ■ WM& irm. ■::A:E:■::' iI `t' noun �i'■�iiGi�i ■ r :::: MI ITV:lama ei Mi* MA. i4iia1'iia':fit': rO 110�11�►i1''►AL11 ■: 1 111 Olium wan a 11 a m 11 ■ Are there Gas Vent Stacks? Yes ❑ No Type: Natural❑ LPGXL :■:: si)mm■r::s . 1�■s 11 :■r +MN N■: :OHM ; E 1::::: QUOTaii Ar raw • •tt "': 11.111. •r.'::'■■C■■r' l•: ::•.umuu :� ■: �C :.:E :c: C'• :a I■■■: =1 :'8 81 uu■■:■:■ ■ ■• wka is ■r= s aan ar@ass mama a In* 7;n:ij�r��Ma E�:- :ir'l : IMMIX '■iNi■rs-1-r ■ um lance' _` - : C or . •�7■■ 1!S' ■ ■ I a C IN ■_ t - I_ 11 1� _a -C' 1 Tr 1 7 1 i_ -- 1�L -� - -i-1--}- - - - _.i..1_ _ 1-1_1-_ -�s I111 a' IMI i Alt a Tel . • rM 0 m • • • • • • • • • • 410 • • • ••• • • • ••• •• •• • • 'EAGLEVIEW® Premium Report 5/11/2018 318 NE 105th St, Miami Shores, FL 33138-2022 Report: 22845456 PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 101 w i • • •• • •• • • • 000 • • • :•:.; N A S E Note: This diagraw.pntains Labeled pitches fob facet areas larger than 20.0 square feet. In some cases, pitch labels have been removed for ta>:labIity. Bte sh dig intlictt$s pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches. • • • • • • • • • • • •• • •• • • • • •• • • • • • • • •• • • • © 2008-2013 Eagle View Techioivies, ipc. and Pjctorietryinteviisral iorp. - AI6Rights Reserved - Protected by European Patent Application No. 10162199.3 -Covered by one or more of U.S. Patent Nos. 8,078,436; 3,145,578; 8,170,840; • • 3.49,1W; 0 515,12j; 8,84,454; 945,737; 3,670,961; 9,514,568; 3,818,770; 3,542,380; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. • • • ••• • • • • • • • • • • • • • • • • roe • • • • • • • ••• • • • ••• • • PAGE 5 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: (bora1 Raab lnc\ (---C- • i Notice of Acceptance Number: 4 I(o--n 11.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:.3 t .1 P2:iJp'g . I P3( 1001 Maximum Design Pressure 31. 3 (From the NOA Specific System): Method of tile attachment: Al4-10o M\nc.b. 2 5rrs9.l ?a-Wis . JoA'i t'1-a37 .o3 \cP AIJ-V. o Roof Slope: 5 :12 Steep Sloped Roof System Description Deck Type: S124 P1.4w004 ype Underlayment: nsulation. Ire Barrier. Ridge Ventilation? 1k• • • . 430 ids t•A o a Ty Pe. it III. NI4 astener Type & Spacing: dhesive Type i. ... . . . . . .. • Meiitd 6tabt:HbI ht: 1,0 R . ... .. • • . .. . ... •.• •. . .. . • •. .. • . • • • • . . • . . . . . . •. •. .. •• . . . . • . . . . • . ... . • . • ... • . . . . . . •. • . . ... • • • 1 `h{ " eNs. nla►k, i; A?Pwv'e.d -t i h (o Ok. a� 145 ' "2. tat.Js i2 1;.\y5ka6S i�\y s 6 e-k. PIuS i,lot► t5--o`:lo.o* ype Cap Sheet. A to nec oof Covering: C\&r 1 . Type & Size Drip dge: 3'' 240 36464-3e. 't o • .. .. • • • .. .. 000 • • • 000 • • • • • • • . • . • • • • • Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwiththe values from M,. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (pr: 31. I za,0.3%6 a ►3..3 .)-Mg: 7.;'1' =1Mei 4.9i NOA31.3 (P2: (° I : a .30 16 w?I. % ) - Mg: I.3'} = M 14.11 NOA 1MIM 31.3 (P3:I ou. 7 z A 0. 315 = 31.7 .) - Mg: '7. 3'4 = Mrs 24.31 NOA 1Mlt Method 2 "Simplified The Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA 1Mf, Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope 2 2 344 36.5 38.2 39.7 42.2 3:12 322 344 36.0 37.4 39.8 4:12 304 322 33.8 35.1 37.3 5:12 28A 30.1 31.6 32.8 34.9 6:12 26A 28.0 29A 30.5 32A 7:12 24A 25.9 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt : x l: = z w: = ) - W: z cos 0: = FH: NOA F' (P2 : x l: = w: = ) - W: z cos 9: = Fr=: NOA F' (P3 : z l: = z w: _ ) - W: z cos 9: = Frs: NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an a gineaiag analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier a, NOA . • .*es rivg Mvn►ent not to Cavity M. NOA • • • biteftere Resistance Mr NOA • • Required Masten! Resistance Mr Calculated • • %fimem Xttacbsinsiltaistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA . • • • • • Tile Dimensions • • • • • • • • • •• • • • • • • length width NOA • Allcaltul*tidps graze be as¢miged!to the Building Official at the time of permit application. • • 000 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . • • • • • 00 EA* MIAMI• COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIA,MI-DADE COUNTY' PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3 I5-2599 www.miamidade.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be aviilabli.for irlspegtiou theiob site at the request of the Building Official. • • • •• • • • • • This NOA tenevfINp41 o 3;0',23.% and consists of pages 1 through 8. The submitted tIbtumentation wa's reviewed by Alex Tigera. • • • • • • • • • • • • • • • • • • • • MIAMWDADE OU • • • • • • • • • • • • • • • 4IPROV'U 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 Split Shake Saxony 900-Shake Trim Pieces Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness .• • • • • . • • • •• • • • • • •• • • • •• • • • •• • ••• •• • • • • • • • • • • • • • • • MIAMI OADE COUNTY • • • • • • • . • • • • • • • AHPROV:U • .• • • • • • • • • • •• • • • ••. . • • • • • • • • • • • • • . • • • • • •• •. • • • • • • Test Product Specifications Description TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS-1 12 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test AEency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Red land Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineesirg.Inc. • • Walker EegineeriI gi American•lest J,p et • • South Florida Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R I.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • • Calculations tv• lirtion Calculations • l M617.04-16 • ••• •• • • • • • MIAMI-DADE COUNTY • • • • • APPROVEb • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • It • • • • • • • • • • • • • •• •• • • • Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) a, (ft3) Profile Batten Application Direct Deck Application Saxony 900 Slate, Shake & Split Shake 0.291 0.315 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 •. •.• • • • • • .. • • • . • •• ••• •. • • • •• ••• MIAMIOADE EOUMTIM AFPROVaD •, • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••. • • • • • • • • • • • • • ••• • • .Y • r • • • • • • • • • •• •• • • • •• IS 1100 • • • ••• • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.32 & 3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBondT' one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile • • ... Tile Application • • Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake • 7, .•.IV1oriarbSe•ti • 43.96 5 Tile-Tite Roof Tile Mortar MIAMI-DADE COUNTY APPROVED • •.. • • • • . • • II • • • . . a .• . • . . . . • • • • • •. • . . • . • • • • • • • . • 000 • • • • 000 • . • • • • • • . • • • • • •.. . • • • • • . • • . • • • • .• •• • . • •. •. •.• • • • 000 • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 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". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES 17" MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS •• ••• • • • • • •• • • 31144KLOQK: • •• • • p • ••• •• • • • .. .S.AXONY ... 90.0 -§LATE. ::• • ••• •• • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • 000 • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 13" 1-5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 PROFILE DRAWINGS NAIL HOLES Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush MIAMI•DADE COUNTY APPROVED SAYONY 900 - SPLIT SHAKE .• ... • . . . . •. • • • • • •• • •• ••• •• • • • •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • 1-9/32" (Shake) NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE .. ... . . . . . .. . • • • • • • . • 000 • • . • . 410 • • • • . • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • . • . • • • • . • • • 000 • • • 000 • • 1-9/32" (Shake) NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 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, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A,copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at t6ei ekes`of the $twiding Official. This NOA renews NOA 16-0315.01 and consists of pages r 4hrauglh I I .` The submitted documentation was reviewed by Alex Tigera. • ... • • . .. • • • MIAMI-DADE COUNTY APPROVED . •. . . • • .. • .... • •. ... • . . . ... . • • • . . • . . • • • • • • • • • • • • .. .. . • • .. .. 4100 • • • 4100 • • 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 rooftile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 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 NOA which list attachment resistance values with the use of ICP Adhesives Polyset° AH-160 rooftile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASXM.D 2126 • • . • • • •• •. • • • • . •• ••. •• IY 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./Ft' 3.1 Perm / Inch .+(1.07,% Volume Change @ -40° F., 2 weeks :1-4.01)/2 Volume Change @158°F., 100% Humidity, 2 ilvvCel* 86% Note: The physical properties listed abo se arerresented a .typ ,t a. eJ age values as determined by accepted ASTM test methods and hit su4.n ject tAQrrpaj night a{turfing variation. MIAMI•DADE COUNTY APPROVED • •. .• • • • ... ••• • .•• • • • • ••• • • • • • • • • • • • . . ... • • • • • • • • • • • • • • •. •• • • • .. •• ••. • • • ••• • . NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 1 1 /16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile 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 duality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administratl've oche+• • • • •• • •• • •• ••• •• • • • •• MIAMI•DADE COUNTY APPROVED • ••• .• • • • • • •• •••• • • • • • • • • • • • •• • • • • • • • • •• • • • i • • • • • • • 4 • • •.• • • • . ••• it • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• A• ••• • • • 000 • • 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 Dispenser RTF1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•DADE COUNTY APPROVED •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • 0 0 • • • • 0 0 0 • • 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 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. MI*M)DADE comm. 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 • •• •• • • • •• •• ... • • . ... • • 10 in. MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 1 Addy (B.n.aebTilil . . . • Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive • contact•with the underside of the tile. . • wKdnore••• •• • • • •• €are dosure Drip odes ... .16 • • • • • • • .. • • • • • • • • • • .. • . • • • • • • • • • • • • • • • • • ... • • • • ... • • • • • • . • • • • • • ... • • • . . • • • • • • • .. .. • • • .. .. 0.. • • • 0.. • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6of11 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 cm2) — 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 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 of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 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 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. •• ••• • • • • • •• •• • • • •: (Instrircz ons continued on next page) • • •• • • • •• • • • •• • ••• •• • • • •• • • • •• • •• • • . • • • • . • .• • • • • • •• •• •• • • . •• •• • •• . • • • •• • • •• • • • ••. • • •-• • •• • • •• • •• • • •• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 MIAMI•DADE COUNTY APPROVED ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) 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 cm') — 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 17" (109.7 cm') - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. 4,0 000 • • • • • • • • • • • • • •• ••• •• • • • •• • ••• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flat/L.ow Rollie Tile Medium Profile Tllo MIAMI•DADE COUNTY APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51`.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) •• •.• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• • • a • • • • • • • • • • • • • •• • • • • • • • • Y • • • • •• • • • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 • • • • • • • • • • • • Approval Date: 04/27/17 • • • • • • • • Page 9 of 11 • • • • • • • • • • • •• •• • • • •• J• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) High Profile Me MIAMI•DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm') - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm') - 9 (58.1 cm') square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. .. ... . . . . . .. • . . . • • • • • .. ... .. . . . .. • • • • • • • • •• • • • s • • • • • • Y. • • • • • • • • • • 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) Place 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 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE • . • . • . • • • • • • • • • •• • • • •• •.• •• • • • •• • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • •• • • • • • • • . • 000 . • • • . • . • • • • • • • • • • • . . • .. • • 000 • • • 000 • • 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) Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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.2ov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 moyicieci tg tin usgr py tit; manufacturer or its distributors and shall be available for inspection at the job site at tha request of.4te,BIiirditg:Official. • This NOA renews and revises NOA No.14-0717.088and consists of pages 1 T1 rough 8. The submitted documentation was reviewed by Gaspar J Rodriguez. • ... .. • • . .. . . .. .... • • •, . • • • • • • ... . .• • . • . • . • . .. . . • . . • .. . . • . ... . • . .. .. • • • .. 00 • • . • ... • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location # 1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location # 1 & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 6'AMFDADE COUNTY Dimensions 65' x 3'3-3/8" Or65'x3' 60 mils thick 61' x 3'3-3/8" 60 mils thick 61'x3'3-/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'l0" x 3'3-3/8" 130 mils thick 65' x 3'3-3/8" 80 mils thick 65'8" x 3'3-3/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3-%" Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, polyester reinforced waterproofing membrane. Designed as a a rooftile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and rooftile underlayment. TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS Lai aht'e ; 13331ye4tet 1ir Iced, SBS modified bitumen membrane ASTM• D 616sanded back face and a granule top surface. For • • • • • trse ie ro ,f•ti le•underlayment systems. • ••• •• • • • • • • • • •• • •• • • • • • •• • • • • • • . • • • • • • • • • • . •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • • •• •. • . • •• •• ••• • • • ••• • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P 10870.09.08-R 1 P10870.04.09 P33360.06.10 P3 33 70.03.1 1 P33370.04.1 1 P36900.09.1 1 P3 73 00.10.1 1 P40390.08.12-2 P37590.07.13-1 P45270.05.14 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC 10130.06.16-3 PLYG-1013 0.06.16-1 PU SA-03 5-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 & TAS 110 ASTM D1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G 155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01 / 11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 06/27/16 06/27/16 09/29/06 12/10/07 07/06/09 04/01/08 1 1 /09/09 02/18/10 02/18/10 LABELING: 1. 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 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompaniecjbympip.oftJie following: • ........ 1. This Notice of Acceptance. 2. Any other documents required by the Building Otticiai or applicable building code in order to properly evaluate the installation of this materials. PEAM OADE COUNTY • .. • • • .. . • . .. • • • • .. • . • .. •. .... •• . •. • • .. • . . • .• • •• • . ... . . • • ... . • • . • . . • • • • . • ... • • . • • . . . . • • . . • .. .. • • • ..• .. ... • • • • • • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. • •• ••• • • • • • •. • • • • • • • • •• ••• •• • • • •• • ••• •• •• • • • • • • • • • Q • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • , • • • • • • • • •• •• • • • •• „• ••• • • • ••• • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 11 1. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rooftile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and rooftile systems. Polystick TU Max may be used in non-structural metal roofing and rooftile systems. Elastoflex S6 G may be used in rooftile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below.afteraopticrio. 1olygjass reserves the right to revise or alter product exposure times; not to exceed the prece&ding stxii'W.irr t/m$OOOOOO.Ilmltations. • Lzposure Limitations (bays) MTS IR-Xe Elastoflex . S¢ 43: • TU Inds _ • TU P ••• Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 '.1'80 ; .:'8p : : ,I86. • ::80 180 180 180 Hazelton, PA N/A 90 •. /A : • l t •. • N/A.' •. N/A N/A 180 N/A MANMADE COUNTY • ... • . . • • • • • • . . • . . . . • . . .•• . • . • • • • • . • • • • • •• .. • • • .. .. ••. • • • • • • • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 5 of 8 7. 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened rooftile applications. Polystick Dual Pro is limited to mechanically fastened rooftile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened rooftile applications with the exception of mortar set tile applications. 9. When loading roof tiles on rooftile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, TU P, Tile Pro, Dual Pro Polystick TU Max Polystick MTS Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. Fbof Deck prepared with POLYSTICK1U Rus FSAlilFOADE COUNTY •• •••• •• •• •• • • • • • • • • • Roofing Tiles (6 Max. Per Stack) 12 6 • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • ••• • • • .•. • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. .. ••• . • • . • •• • 9. Repair of Polystick membranes is to be accomp:sha bid 3p13k n .Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50.1*.entium�N1� T4ashpng Cement, XtraFlex 50 Premium Modified • • Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should beset and hawd ro,}le d inpla ce.over the area needing such repair. Patching membrane shall be a minimum of 6 inebes iQ eithe tjircctjoq. 6>:1te repair should be installed in such a way so that water will run parallel to or over the top5f all'lalps'ofthe ISat.'ch'.' NIAM'DADE COUNTY •.. • • • • 0041 • • • • • • • • • • • • • 000 • • • • • • • • • . • • • • • • • . • • • • • • . ••• • • • .•• • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 'QAlIFOADE COUNTY END OF THIS ACCEPTANCE .. .11. . • • . . .. . • . • . . . .. ... .. . .... • ... .. • . • .. . • .. • .... • • . .. . . . . • • . .. .. .. .... .... • . . . . . ... .. . • . ... • • • . . • . • • . • . . ... • . . • • • • • • • • • • • .. .. • . • .. .. ... • • • ... • • NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as'NA') System Manufacturer. l; A E NOA No.: t5 - t oaO. 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 42• Pmax2: 71.1 Pmax3: 10 2.0 Max. Design Pressure, From the Specific NOP% System: cj 2 P Deck Type: Q1'wot 5/ Gauge/Thickness: 5/ g . Slope: 2• Anchor/Base Sheet & No. of PIy(s): 415 1-1 Anchor/Base Sheet Fast ner/Bonding Material: 1181 (t5.1\oi.is 4 T.h c.Aes . Insulation Base Layer. t\1(A Base Insulation Size and Thickness: Ni Q� Base Insulation Fastener/Bonding Material: Top Insulation Layer. N/A - Top Insulation Size and Thldkness: Y V f ( Top Insulation Fastener/Bonding Material: 14) Base Sheet(s) & No. of Py(s): Base Sheet Fastener/WI aterial: • NIF! Ply Sheet(s).& No. of Ply(s): /Ulr Ply Sheet Fastener/Bonding Material: Fastener Spacing for Anchor/Base Sheet Attachment Field: al ' oc © Lap, # Rows Perimeter. ce" oc @ Lap, # Rows @ ( p " oc Comer. (Q ' oc @ Lap, # Rows k_ @ I oc Number of Fasteners Per Insulation Board Field t I n Pe m te_ Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. tkorf,Puti, fg" A FT. 0 FT. Parapet Height l'O PLYWOOD Top Ply: Ci NC. i 6caoksilli FQ Top Ply Fastener/ Bonding Material: Surfacing: NIH fte.c+1- vviz . • • • • • • • • •• •• • • •• • • • • • •• • • • •• • • • •• • ••• •• . • •• • • •• • •• • • • • •• •• • • • •• ••• •••• • • • • • • • • * • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Mean Roof Height DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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.miam idade.2ov/economy 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 NCIA.,thalLbq prpviciedto tlae user by the manufacturer or its distributors and shall be available for irspectioc atlhe request of the Building Official. This NOA revises NOA No. 14-1030.0!ind'eensiits of pages l•fhrough 67. The submitted documentation was reviewed by Jorae I,. Acebo. MIAMI•DADE COUNTY APPROVED • *WO •• • • • • • • • • • • • • •• • • • • +V • • • 1 • • • •• • • • • • • • • ••• • • • • • • • • . • • • • • • •• • • • • f • • • • • • • • • •• •• • • •• •• ••• • • •• • • NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing Modified Bitumen APP/SBS Wood -105 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAFGLAS® PIy 4 Tri-P1y® PIy 4 Ply Sheet GAFGLAS° FlexPlyTM 6 GAFGLAS® #75 Base Sheet Tri-Ply® #75 Base Sheet GAFGLAS° #80 UltimaTM Base Sheet GAFGLAS® Stratavent° Perforated Venting Base Sheet GAFGLAS° Stratavent° Nailable Venting Base Sheet Ruberoid° HW 25 Smooth Ruberoid® HW Smooth Ruberoid HW Granule Ruberoid® HW Granule FR Ruberoid HW Plus Granule Ruberoid® HW Plus Granule FR MIAMI•DADE COUNTY APPROVED Dimensions (1 (1 (1 (1 39.37" meter) Wide 39.37" meter) Wide 39.37" meter) Wide 39.37" meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.3 7" (1 meter) Wide (I (1 (1 (1 (1 (1 39.37" meter) Wide 39.37" meter) Wide 39.3 7" meter) Wide 39.37" meter) Wide .. .•• . 39:37" : • • metgrW i•il; 39.37" meter).W ide • • . . • • • • • • • • •• Test Product Specification Description ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced with fiberglass mat. ASTM D4897 Smooth surfaced asphaltic perforated venting base sheet reinforced with fiberglass mat. ASTM D4897 Smooth surfaced asphaltic nailable venting base sheet reinforced with fiberglass mat. Bottom side surfaced with granules. ASTM D6163 Smooth surfaced torch applied SBS base or ply sheet reinforced with a fiberglass mat. ASTM D6164 Smooth surfaced torch applied SBS base or ply sheet reinforced with a polyester mat. ASTM D6164 Granule surfaced torch applied SBS cap sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a • • • • .. polyester mat. •:4114M:Dtlt4 Granule surfaced torch applied SBS cap • • sheet reinforced with a polyester mat. ASTM D6164 Fire retardant granule surfaced torch • applied SBS cap sheet reinforced with a :polyester mat. • . • . • • • • • • • • • • . • • • • • • • • ... • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • . ••• • • • ••• • • NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 2 of 67 Product Ruberoid® EnergyCapTM HW Plus Granule FR Ruberoid® Torch Smooth Tri-Ply® APP Smooth Membrane Ruberoid® Torch Granule Tri-Ply® APP Granule Cap Sheet Ruberoid Torch Plus Granule FR Ruberoid® EnergyCapTM Torch Plus Granule FR Ruberoid® EnergyCapTM Torch Granule FR Ruberoid® 20 Smooth Ruberoid® 30 Granule Ruberoid® 30 Granule FR Ruberoid® 30 Plus Granule FR Ruberoid® Mop Granule Tri-Ply® SBS Granule Cap Sheet Intec Flex PRF Ruberoid® Mop Smooth MIAMI•DADE COUNTY APPROVED Dimensions 1 meter (39.37") Wide (1 (1 (1 (1 (1 (1 39.37" meter) Wide 39.3 7" meter) Wide 39.37" meter) Wide 39.37" meter) Wide 39.37" meter) Wide 39.37" meter) Wide 39.37" (1 meter) Wide 39.3 7" (1 meter) Wide 39.37" meter) Wide 39.37" (1 meter) Wide (1 (1 (1 (1 (1 (1 39.37" meter) Wide 39.3 7" meter Wide 39:37" meterj.Witi1 .. ••• 39.3 7" mer).W.ide 3te2 371 • miter) 43Piide .•. • • • • • • • • • .• • •.• • Test Specification ASTM D6164 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6164 ••MTvplr11t4 • • • • • • • • •• • • • •• ASTM D6164 •• • • • PT�vI•D6 j 64i •• • • • • • ••• • • • • • ••• • • • • • • • • • • •• • • ••• • Product Description Fire retardant granule surfaced heat - welded SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteTM Elastomeric Coating. Smooth surfaced torch applied APP base or ply sheet reinforced with a polyester mat. Smooth surfaced torch applied APP cap, base or ply sheet reinforced with a polyester mat. Granule surfaced torch applied APP cap sheet reinforced with a polyester mat. Granule surfaced torch applied APP cap sheet reinforced with a polyester mat. Fire retardant granule surfaced torch applied APP cap sheet reinforced with a polyester mat. Fire retardant granule surfaced torch applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteTM Elastomeric Coating. Fire retardant granule surfaced torch applied APP cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT° EnergyCoteTM Elastomeric Coating. SBS polymer -modified asphalt base or ply sheet reinforced with a fiberglass mat. Granule surfaced mop applied SBS cap sheet reinforced with a fiberglass mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with fiberglass mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with fiberglass mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap • sheet reinforced with a polyester mat. ;Smooth surfaced mop applied SBS base . •sheet reinforced with a polyester mat. NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 3 of 67 Product Ruberoid® Mop Smooth 1.5 Ruberoid® Mop Plus Smooth Ruberoid® Mop Plus Granule Ruberoid® Mop Plus Granule FR Ruberoid® EnergyCapT" Mop Plus Granule FR Ruberoid" Mop Granule FR Ruberoid® EnergyCapTM 30 Granule FR GAFGLAS® Mineral -Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCapTM Mineral -Surfaced Cap Sheet TOPCOAT® Membrane United CoatingsTM Roof Mate TCM Coating TOPCOAT° Surface Seal SB United CoatingsTM Surface Seal SB Roof Coating TOPCOAT® MB Plus United CoatingsTM Roof Mate MB Plus Coating MIAMI•DADE COUNTY APPROVED Dimensions 39.37" (I 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 39.3 7" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 1, 5 or 55 Gallons 5 or 55 gallons 5 or 55 Gallons Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D3909 ASTM D3909 ASTM D3909 ASTM D6083 ASTM D6083 ASTM D6083 ASTM D6083 • V 000 • • • • • • • • • • • •• • • 5 or 55•gal lark • •: 13roprsetary • • 5 or 5i Gallons • • • • •• • • • • • •• • •. • Proprietary • • • • • • • • • 0610 • • • • • ID* • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Description Smooth surfaced mop applied SBS base sheet reinforced with a polyester mat. Smooth surfaced mop applied SBS base or ply sheet reinforced with a polyester mat. Granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteTM Elastomeric Coating. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a polyester mat. Fire retardant granule surfaced mop applied SBS cap sheet reinforced with a fiberglass mat. Cap sheet is factory coated with TOPCOAT® EnergyCoteTM Elastomeric Coating. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with a fiberglass mat. Granule surfaced asphaltic cap sheet reinforced with fiberglass mat. Cap sheet is factory coated with TOPCOAT° EnergyCoteTM Elastomeric Coating. Water based elastomeric coating. Water -based elastomeric coating Solvent based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Solvent -based thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase roof reflectivity. Water based, low VOC primer used to block asphalt bleed -through. •Water based, low VOC primer designed to block asphalt bleed -through. • NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 4 of 67 Product FireOutT°' Fire Barrier Coating Flex SeaITM VersaShield* Fire -Resistant Roof Deck Protection VersaShield® SoloTM Fire - Resistant Slip Sheet Matrix" 102 SBS Membrane Adhesive Dimensions 5 or 55 gallons 1, 5 gallons or 1 qt. tube 12" x 100' rolls 42" roll wide, 100 ft. 3, 5 or 55 gallons APPROVED INSULATIONS: Product Name EnergyGuardTM EnergyGuardTM EnergyGuardTM EnergyGuardTM EnergyGuardTM Insulation EnergyGuardTM EnergyGuardTM EnergyGuardTM EnergyGuardTM Insulation Polyiso Insulation Tapered Polyiso Insulation RA Polyiso Insulation RH Polyiso Insulation RH Tapered Polyiso RN Polyiso Insulation Perlite Recover Board Perlite Roof Insulation RA Composite Polyiso Structodek® High Density Fiberboard Roof Insulation SECUROCK® Gypsum -Fiber Roof Board SECUROCK® Glass -Mat Roof Board DensDeck® Roof Board DensDeck® Prime Roof Board MIAMI•DADE COUNTY APPROVED Test Specification Proprietary TAS 139 ASTM D226 ASTM D146, D828, D4869, D6757 ASTM D3019 Product Description Low VOC, water -based fire barrier coating. Solvent -based elastomeric sealant. Non -asphaltic fiberglass -based underlayment and /or fire barrier. Non -asphaltic, fire resistant fiberglass underlayment Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite insulation board Polyisocyanurate foam insulation with high density fiberboard or permalite High density fiberboard Gypsum board •.•••••• • •• Grp;gi i poartt •Cip`emsbeard•: • • Y•• • • • • • • • • • ••• • • • • ••• Gypsum board • • • • • • • • • • • • • • •• 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF GAF GAF GAF Blue Ridge Fiberboard, Inc. United States Gypsum Corp. United States Gypsum Corp. Georgia-Pacific Georgia-Pacific NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 5 of 67 APPROVED FASTENERS: Fastener Number 1. Product Name Drill -Tee' #12 Fastener 2. Drill -Tee' #14 Fastener 3. Drill-TecTM XHD Fastener 4. Drill -Tee' 3" Steel Plate 5. Drill-TecTM 3" Standard Steel Plate 6. Drill-TecTM ASAP 3S 7. Drill-TecT" AccuTrac® Flat Plate 8. Drill-TecTM AccuTrac® Recessed Plate 9. Drill-TecTM 3 in. Ribbed Galvalume Plate (Flat) MIAMI•DADE COUNTY APPROVED • • • • • • . • . •• • •• • . ••• • • • • •.. TABLE 3 Product Description Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Truss head, self -drilling, pinch point, high thread fastener for use in wood or steel decks. Carbon steel extra heavy duty fastener used in steel decks. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill- TecT" fasteners. Galvalume® coated steel stress plate for use with approved Drill -Tee' fasteners. Dri I I-TecTM #12 fastener with Drill -Tee" 3" Standard Steel Plate. A2-SS aluminized steel plate for use with Drill- TecT" fasteners.. Galvalume® steel plate with recess for use with Drill-TecTM fasteners. Round CraIvAurile®played steel stress plate'weth reinforAil!g jilp �`oru9e • . • with Drill -Tee' fasteners. •• Dimensions #12 x 8" Max. Length #3 Phillips head. #14x 16" Max. Length #3 Phillips head. #15 x 16" Max. Length #3 Phillips head. 3" Round 3" Round #12 x 8" Max. Length #3 Phillips head with 3" Round plate 3" square; .017" thick 3" square; .017" thick. 3" Round • •• • ..• •• • • • •• • • • • • • • • • • • • • • • • • • • •••• • • • • • •••• • • •• • • ••• • • • • • • • • • •• •• • • • •• • •• •• ••• • Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF GAF GAF GAF NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 6 of 67 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT-ARCON Inc. Trinity' ERD MIAMI•DADE COUNTY APPROVED Test Identifier 3001276 3010215 3029832 3036980 3034312 3040738 3042887 3046081 1 B9A8.AM 3D4Q2.AM ODIA8.AM 797-03221-267 797-10228-267 797-04694-267 797-03825-267 RR203450 FM Letter FM Letter R1306 4483.04 97-1 02-005 02-014 01-039 C8500SC.11.07 G30250.02.10-2 G30250.02.10-3-R2 G31360.03.10 G32520.06.11 G33470.01.1 1 G34140.04.11-2 G34140.04.1 1-4-R2 G34140.04.11-5-R3 G36780.07.11-RI G40620.07.12-2 G4063 0.01.14-1 G40630.01.14-2A G40630.01.14-2A-1-R 1 G4063 J.01.1 -2 -k l• • • G40630.0 r.3 4:2C ; G406301)1.14' ' G43190.03.14-1 Q4,t 1 4•03.1 4!2 Ci13.19QQ5.•1 i-ltl • • • • Description Date FMRC 4470 01/28/99 FMRC 4470 03/01/01 FMRC 4470 05/11/07 FMRC 4470 08/14/09 FMRC 4470 04/09/09 FMRC 4470 05/18/12 FMRC 4470 11/14/11 FMRC 4470 02/13/13 FMRC 4470 09/04/97 FMRC 4470 04/30/97 FMRC 4470 04/01/98 FMRC 4470 09/24/07 FMRC 4470 01/15/15 FMRC 4470 06/17/09 FMRC 4470 07/14/08 FMRC 4470 12/04/15 FMRC 4470 04/11/13 FMRC 4470 09/15/15 UL 790 01/25/18 TAS 114 TAS 114 TAS 114 TAS 114 ASTM D6862 ASTM D6222 ASTM D3909 ASTM D6164 ASTM D1876 ASTM D6164 ASTM D6163 ASTM D4601 ASTM D4897 TAS 114-J ASTM D6222 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 •e14IM D6164 • 'ASTM D5147 ASTM D5147 .A$1M. D5147 • '.AS` IVC D5147 • • • • ••. • • • • ••• • • • • • •.• • • •• • :' • • • • •• • .•••0040 • • • 000 • • 06/06/97 03/01/02 04/08/02 03/01/02 11/30/07 11/11/10 06/03/15 03/31/10 06/28/11 01/13/11 04/25/11 6/4/2015 6/4/2015 07/18/11 07/17/12 01 /06/ 14 01/07/14 04/10/14 01/16/15 01/07/14 03/06/14 03/06/14 03/06/14 05/20/14 NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 7 of 67 EVIDENCE SUBMITTED: (CONTINUED) Test Agency Trinity' ERD Test Identifier G43190.11.13-1 G43610.01.14 G46160.02.15 G46160.02.15-2 D-1 G46160.03.15 G46160.09.14-2A G46160.09.14-3A G46160.09.14-3B G46160.09.14-3 C G46160.12.14-3E G6850.08.08 G6850.08.08-RI G6850.10.08 G6850.11.08 SC6870.08.14-R 1 PRI Construction Technologies LLC. GAF-122-02-01 GAF-245-02-01 GAF-276-02-01 Rev MIAMI•DADE COUNTY APPROVED GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-434-02-03 GAF-434-02-04 GAF-464-02-01 GAF-498-02-01 GAF-499-02-01 GAF-500-02-01 GAF-559-02-01 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.559:42.13. GAf-559-42-V GAF, 55P;i2:1A GAF-559-02-16 G�1F 559-02-18 iA'F-S59-0419 • • •• • • . • • • • • • • • •• • •• • • • • • •. • ••• • • Description ASTM D6222 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D3909 TAS 139 ASTM D6083 ASTM E2178 ASTM D6083 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 TAS 114-J TAS 114-J ASTM C1289 ASTM D6083 ASTM D6083 ASTM D6083 TAS 117(B) ASTM D1876 ASTM D1876 TAS 114(H) ASTM D903 ASTM D903 ASTM D903 TAS 1 14-J TAS 114-J TAS 114-J TAS 114-J -MS 114-J • TAS 114-J TAS 114-J • •TAS.114-J •••• • • • • ••• •• • • • •• • • • • • • •• • • • • • ••. • • • • • • • .• •• • •• •• • • •• • • • Date 11/15/13 01/22/14 02/12/15 02/09/16 03/11/15 09/09/14 09/09/14 09/09/14 09/09/14 12/29/14 08/01/08 04/ 14/ 11 10/06/08 02/17/09 09/04/14 05/07/06 06/ 10/ 10 01 /04/ 11 07/07/11 08/23/11 08/23/11 10/22/12 09/06/13 09/06/13 02/06/14 09/16/16 03/12/14 03/12/14 09/3 0/ 14 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 04/16/15 NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 8 of 67 Membrane Type: Deck Type 1: Deck Description: System Type E(2): APP/SBS Heat Weld Wood, Non -insulated Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. with 8d ring shank nails to supports spaced 24 in. o.c. max. Anchor sheet is mechanically attached to roof deck. (Non -insulated systems) All General and System Limitations shall apply. Fire Barrier: FireOutT' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection, VersaShield° Sold" Fire -Resistant Slip Sheet, DensDeck° Roof Board, SECUROCK° Gypsum -Fiber Roof Board or SECUROCK° Glass -Mat Roof Board. Base sheet: GAFGLAS° #80 UltimaTM Base Sheet, GAFGLAS° Stratavent® Nailable Venting Base Sheet, Ruberoid° Mop Smooth, Ruberoid° Mop Smooth 1.5, Ruberoid° Mop Plus Smooth, Ruberoid° 20 Smooth, Ruberoid° HW Smooth or Ruberoid° HW 25 Smooth mechanically fastened to deck as described below; Fastening GAFGLAS° Ply 4, Tri-PIy® Ply 4 PIy Sheet, GAFGLAS° FIexP1yTM 6, Option #1: GAFGLAS® #75 Base Sheet, Tri-PIy® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS° Ply 4, Tri-P1y® Ply 4 Ply Sheet, GAFGLAS FlexPlyT' 6, Option #2: GAFGLAS® #75 Base Sheet, Tri-PIy® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT' #12 Fastener or Drill -Tee' #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac° Flat Plate or Drill-TecT'" AccuTrac° Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS° F1exPIyTM 6, GAFGLAS° #75 Base Sheet, Tri-Ply® #75 Base Sheet Option #3: or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening GAFGLAS° #80 UltimaTM Base Sheets, Ruberoid° 20 Smooth, Ruberoid® Mop Option #4: Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS° #75 Base Sheet• Sri-P.Iy° #75 Base Sheet or any of above base k w Option #5: sheets attached to decith Ilrifl.ieCT ;# j2'agtener or Drill-TecT' #14 Fastener and Drill-Tec'' 3" Steel,P1Vg;13r113--teo "'t'dc uTpc° Flat Plate or Drill-Tec'M m AccuTrac® Recessed Plate installed 12" o.c. 4 rows. One row is in the 2" side lap. The other rows are g8v ally spaced approximately 9" o.c. in the field of the sheet. :: ; • •• • • (Maximum Design•�ressiere� 60isj .seP a I1 Limitation #7) • MIAMI•DADE COUNTY APPROVED ••• . • • • • • •• • • • • • ••• • • • •• •••• • •• •• • • • ••• •• .• NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 53 of 67 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Option #6: 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of above base Option #7: sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener or Drill -Tee" XHD Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) P1y Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid° Mop Smooth 1.5, Ruberoid° Mop Plus Smooth, Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth) One or more plies GAFGLAS® Ply 4, Tri-Ply® P1y 4, or GAFGLAS® FlexPlym 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid° Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Tri-Ply® APP Smooth Membrane, Ruberoid° Torch Granule, Tri-Ply® APP Granule Cap Sheet, , Ruberoid® EnergyCapTM Torch Granule FR, Ruberoid° EnergyCapTM Torch Plus Granule FR, or Ruberoid° Torch Plus Granule FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® HW Plus Granule, Ruberoid® HW Plus Granule FR, Ruberoid° HW Granule FR, Ruberoid® EnergyCapTM HW Plus Granule FR, Ruberoid° HW Granule, Ruberoid® HW Smooth and Ruberoid® HW 25 Smooth applied according to manufacturer's application 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. 2. GAFGLAS° Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS° EnergyCapTM Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. TOPCOAT® Surface Seal SB or United CoatingsTM Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United CoatingsTM Roof Mate MB Plus Coating applied at a minimum rate of 1.0 al./sq.(to be used as a primer) followed by TOPCOAT® Membrane or UnjteMoatixgr:Robf Mate TCM Coating applied in one or more coats lea n i�ln, aie .4...1.0 gal./sq. per coat. •• ••. •• • • • •• 4. Fiber Aluminum Roof Coating. Maximum Design Pressure: MIAMI•DADE COUNTY APPROVED • ••• • • • See Fastening Optitia • • •• •• . •• • • • • •. • • •••• • • • • • • • • • • • • • • • • • • • 1100 • • • • ••• • • •• • • • • • • • • • • • • • • • • • .••• •• •• • • • •••• . • ••• • • NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 54 of 67 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPIyT' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDeck® Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to' allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither ratipliaJialy.is, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure'iones (i~e.'perijncteis,:extended corners and corners). (When this limitation is specifically referred wit i? Alit Trek. Limitation #7 will not be applicable.) 10. All products listed herein shall have a qu al fit% assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of ate AlLninigivtiva. Gods END OF 1HIh AMtEPT4NCC MIAMI•DADE COUNTY APPROVED • • • • • • • ••• • • • • • •• • • • • • • ••• • • • • • • • ••'•• • • • • • • • • • •. .• NOA No.: 15-1020.01 Expiration Date: 11/06/18 Approval Date: 02/15/18 Page 67 of 67 Miami Shores VHlage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Li -CA .S659 /2-0AJ Property Address:.3/8 NE /05 Sr Roofing Permit Number: RA-- 8 /2- 2051 Dear Building Official: I L ISA SNAROIJJ. certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building_Code (1994 SFBC) LIS .942o,)) Signature Print Name State of Florida County of Dade •• ••• • • • • • •• The undersigned,' being the first duly swom, deposes aqd sayi that h4Istteas lh4 owner for the above property mentioned. Sworn to and subscribed before me this g _ • • tray �, . ?c%r Nota Public, Sate of Florida at Large • • • • • • • • • • • • When the just valuation of the structure for purpose of ad valorem taxation is equal to rilt�• • • • • • • •`• • • • • • • • • • S. or more than $300,000.00, and SFBC. Then you must provide a building application from a Generaltrra§or for t:e • • • • • • • Revised on 5/21/2009 • •• • • • • • Rooro 4Ilconnectiondiurricane Mitigation. • • • • • • • • • • • • • •• • • • • • • • MADELEIN GIL MY COMMISSION # GG 042188 EXPIRES: October 25.2020 Bonded Thru Notary Publit underwriters n 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. � S Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. 5 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. L 5 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow cuppers in accord e with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Sig Ne- lo5 sr Property Address Revised on 7/9/2009 LD;07/01/2015; Date • ontr:ctor Signature Date RF-$-Ig-705/ Permit Number •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • . • ••• • • • ••• •• •• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • ••• • • • • •04 • • C • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •� • • • •• •• ••• • ••• c • • 1,• ., ii{MHG.. --.� . 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectionAgmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 10/12/2018 Roofing Contractor MARGO GC INC Job Address 318 NE 105 ST Owner's Name EREZ SHARONI & LISA SHARONI Type of Tile FLAT 13" Approximate Roof Height 12 feet Approximate Square Footage of Roof 21 Date Tested 10/11 /2018 Contact Name JOSE Roof Pitch 4/12 ft2 Number of Tests 58 Permit # RF 8 18 2051 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 305-834-0958 LOCATION # OFTEST • '',PASS # OF TEST FAIL Corner 7 , Tests 7 Pass Test Fail Perimeter 22 Tests 22 Pass Test Fail Field 21 Tests 21 Pass Test Fail Ridge 8 Tests 8 Pass Test Fail TOTAL 58 Tests 58 Pass o Test 0 Fail 'icS` IN ACCORDANC�.Wi-ITH THE CR REQUIREMENTS WADE COU / RIA 9F PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE FLY; WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. YENAN Ti LEIYVX�,'\ PE 67416 Job Address 318 NE 105 ST Permit Number RF-8-18-2051 Roof Drawing 24 52 55 39 19 23 54 45 3b 22 38 N 44 4 2! 20 3 0 29 45 29 30 48 58 26 57 42 28 47 28 17 27 41 4318 1S 31 32 51 33 50 34 FLAT ROOF 11 12 1 22 23 13 24 25 14 15 15 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. FN: 20180623226 BOOK 31178 PAGE404 ATE:10/11/2018 02:50:00 PM RVEY RUVIN, CLERK OF COURT, MIA -DADS CTY Space above reserved for use of recording office 1. Legal description of property and street/address: 31$ los ST. H(AMi sttotcsF-L• 3313S 2. Description of improvement: TiL.E/FLAAT 12E-2oc 3. Owner(s) name and address: Lt SA StfA2o1J) 313 NE 1(>6 ST• fi-t:)2.ES FL. -3313s Interest in property: IOO 7 • Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: i--tA'Q.6O �ci •G —ragg Nck) g ST. Mi AN4J) FL 33)2G. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: AO6OST 03) 2Oi!q (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature( 0 n s) or 0 s)' Authorized Officer/Director/Partner/Manager Prepared B *,' ,/ Prepared By_ Print Name L.- ''' 1-ftke. 1,31 Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 3 day of AU6US7" By L.LSR ,� •p ) ❑ Individually, or ❑ as for Personally known, or ❑ produced the following type of ide ff. icati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager w By By �t►=t IN •IL 1 ........;.% MADELEIN GIL MY COMMISSION '4 GG 042188 ereyVIRES: October 25 2020 3oQ1rc lhru Nonni Pun,_udenvriters 123 01.52 PAGE 3 9/12