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RF-18-1277Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address mow► rs rrr�►. •. Parcel Number Issue Date: 7/2/201' 8 Permit NO. RF-5-18-1277 Permit Type: Roof Work Classification: Tile/Fiat Permit Status: APPROVED Expiration: 12/29/2018 Applicant 9314 NW 2 Court Miami Shores, FL 33150- 1131010150100 Block: Lot: DILIA BENJAMIN Owner Information Address Phone Cell MARIE BENJAMIN 9314NW2CT MIAMI SHORES FL 33150-2213 Contractor(s) Phone CeII Phone VICTORY E & I ROOFING AND CONS? (954)937-2697 (954)305-5025 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT ROOF Classification: Residential Scanning: 3 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $500.00 $7.80 $4.50 $3.00 $2.60 $300.00 $9.00 $10.40 $837.30 Pay Date Invoice # 07/02/2018 05/15/2018 Bond #: 3812 Pay Type RF-5-18-67528 Check #: 1372 Check #: 1343 Amt Paid Amt Due $ 787.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict 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 and zoning. Futhermore, I authorize the above -named contractor to do workstate Authorized Signature: Owner / Applicant / Contractor 1 Agent Building Department Copy July 02, 2018 Date July 02, 2018 1 hErSAI Moufls- scisc-t (-47-48- -64f S (12 q-`6 (12 200 3S g Cd13i1g �5 u��Ugco she has read and understands the above Iwn free will. Date 13 of 13 Date Drug Free Workplace Policy Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-304056 Permit Number. RF-5-18-1277 Scheduled Inspection Date: September 21, 2018 Inspector. Naranjo, Ismael Owner. BENJAMIN, MARIE Job Address: 9314 NW 2 Court Miami Shores, FL 33150- Project <NONE> Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1131010150100 Contractor. VICTORY E & I ROOFING AND CONSTRUCTION LLC Phone: (954)937-2697 Building Department Comments RE -ROOF TILE AND FLAT ROOF NOTICE TO OWNER PENDING OWNER TO COME IN PERSON TO SIGN IN FRONT OF US. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 20.2018 For Inspections please call: (305)762.4949 Paae 9 of 21 BUILDING PERMIT APPLICATION BUILDING ❑ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: 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 n ROOFING ❑PUBLIC WORKS 9314NW2CT RECEIVED MAY 15 2018 1 .rya Sub Permit No. Le + FBC 20 IR- Master Permit No. 2_ ❑ REVISION ❑ EXTENSION ❑RENEWAI_`i ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores Zip: 11)1 S0 st s- Folio/Parcel#: 11-3101-015-0100 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: DILIA M BENJAMIN Address: OWNER: Name (Fee Simple Titleholder): 9314NW2CT BFE: FFE: Phone#: 954-478-8486 City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name:. Phone#: 954-478-8486 Email: YSNEKID74@YAHOO.COM CONTRACTOR: Company Name: VICTORY E&I ROOFING A7 CONSTRUCTIONS LLC phone#: 954-3055025 Address: 4491 STERILING RD City: DAVIE State: FLORIDA Zip: 33314 Qualifier Name: BALAKKRISHNAN. VINYAGAR. Phone#: 954-9372697 State Certification or Registration #: CCC-1330750 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 13 O Square/Linear Footage of Work: adas Type of Work: ❑ Addition ❑ Alteration ❑� New ❑ Repair/Replace n Demolition ,.. Description of Work: RE ROOF TILE ROOF AND FLAT ROOF Specify.Gelor.of'olostirr tff'P 4i412 vi°°14 �i4.U9 �.i r'='.°+ Submittal Fee $' :fie mit Fee $ Scanning Fes,$ (19? rsu+1.3 .mrr103'OA Radon Fee $ 4 Techngl nv vsl�w;s+�3�'a'at;;or� aacn*r Training/Education Fee $ Structural Reviews $ County: Miami Dade r-I0;gIet4 lV Vtn -1 1 t+i\Cio rrJ $4 ,37;R3I:A .1A 11?. (Revlsed02/24/2014) 1 nn, DBPR$ �-Notary$ ,Double Fee $ _ Bond $ O U TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) 0 BondingCompany's Address City State Zip Mortgage Lenders Nameiif applicable) Mortgage Lenders Address " _ a City l .w� �.4 • � ; 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. 1 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 absennc ch posted notice, the inspection will not be approved and a reinsp tion fee -will be charged. • - iJtI?Signature 1.'' 1Signature OWNER or AGENT CONTRACTOR The foregoing instrument wasacknowledged (nowledged before me this The` foregoing instrument was acknowledged before me this X 0 day of O-/1A , 20 —., by , '1 day of ./-`6^ , 20 1 D , by 1 '1� r^ 1) l j a ,µUri, , who is personally known/ o VkiA\rckOt,t1,^ P' r' 0t) o is personally known to me o(who has pr uced Z06.lf`QilA..Q identif'ication and who did take an oath. NOTARY PUBLIC: Sign: Print:J. Seal: *** 1 a MARIA PELLEGRINO Notary Public - State of New York NO. 01PE6224820 * *******Qwalitie iiil*C*9uritg******* My Commission Expires JpI 12, 2018 APPROVED BY me or who has produced identification and who did take an oath. NOTARY PUBLI Sign: Print: 5 n1 1 Seal: I ' r ************************ Plans Examiner Structural Review r - as' SIGAL ABERGEL '8 Commission I GG 141133 °? My Comm. Expires Sep 4. 2021 R^^ded through Natiunal Notary Assn ning° Clerk (Revised02/24/2014) Victory E&I Roofing&Construction 4491 Stirling Rd STE 201 FL, Davie 33314 Bill To: Dikensky Moussignac DILIA M BENJAMIN 9314 NW 2nd Ct Miami Shores FL 33150 Proposal Proposal Date: 4/15/2018 Proposal #: 2023 Project: 9314 NW 2nd Ct ... Description Est. Hours/Qty. Rate Total Job Description: Tear off existing roof. Renail decking, Replace rotten decking as needed, Replace rotten fascia as needed, Install new drip edge, tar paper (approved metal tin tags) Valleys as needed, new leads and goose necks as needed, Poly stick and roof tile secured with foam 16 700.00 11,200.00 J : Fl Descriptionat oof Residential Tear off existing roof, Replace rotten decking as needed, Replace rotten fascia as needed, Install new drip edge, Install leads and goose necks as needed, Install hot mop roof (base sheet and cap sheet) and granules over exposed tar. Pitch lower roof-awayfrom the house f 4 ga 'o` , ; 0 Job Description : - - Supply end', Install new Skylight 1 5 0.fln 5�0:00 'Victory E&I will arrange permits and 'let customer now as soon as we can start the roof. Project will full least _ . . : 0.0-6 i 0.60 ave a crew and at one supervisor at all Mimes. All trash will be removed from job sight daily, as well as running magnet over grass and landscape to remove any nails. Company uses our own portable :trash containers, (no big dumpsters left on property) rPools, ponds and fountains will be covered in plastic. /Included: All materials, labor, equipment, permit, permit fees..; Supervision, safetyyand trash„removal._ ___._ Warranty Complete New Roof 10 year materials and labor for any labor or material failure (not covered damage from any act of nature) _ , 0.00 0.00 giscount -764.06 -7Q0. 0 Total $1 3,000.00 5/15/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-015-0100 Property Address: 9314 NW 2 CT Miami Shores, FL 33150-2213 Owner DILIA M BENJAMIN Mailing Address 9314 NW 2 CT MIAMI, FL 33150-2213 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,818 Sq.Ft Living Area 1,068 Sq.Ft Adjusted Area 1,443 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1940 Assessment Information Year 2017 2016 2015 Land Value $164,862 $164,862 $122,049 Building Value $102,208 $102,312 $102,417 XF Value $1,877 $1,904 $1,448 Market Value $268,947 $269,078 $225,914 Assessed Value $268,947 $269,078 $203,918 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $21,996 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description ODELL MANORS PB 41-57 LOT 2 BLK 2 LOT SIZE 75.000 X 100 OR 15783-2782 0193 3 COC 22447-1691 04 2004 4 Generated On : 5/15/2018 Taxable Value Information 2017i 2016 2015 County Exemption Value $0 $0 $50,000 Taxable Value $268,947 $269,078 $153,918 School Board Exemption Value $0 $0 $25,000 Taxable Value $268,947 $269,078 $178,918 City Exemption Value $0 $0 $50,000 Taxable Value $268,947 $269,078 $153,918 Regional Exemption Value $0 $0 $50,000 Taxable Value $268,947 $269,078 $153,918 Sales Information Previous Sale Price OR Book- Page Qualification Description 04/01/2004 $0 22447- Sales which are disqualified as a result of 1691 examination of the deed 04/01/1991 $0 15139- Sales which are disqualified as a result of 1986 examination of the deed 12/01/1990 $0 14805- Sales which are disqualified as a result of 3845 examination of the deed 09/01/1986 $65,500 13023 Sales which are qualified 2699 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village 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: OILIA 4•A t)+✓ji1JA1r^11i Property Address: G 3I4 IVW 2vt i v t,4ti+ I c4..oi( 331 Sc, 'Roofing Permit Number: Dear Building Official: I A1L111. IA f, 6.4)Am Id 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. E The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editi the South Florida Building Code (1994 SFBC) .- p/ a� ifr1• 1�'j&11 Signatu e Print Name Date: Opt I 23 1 g State of F\161Q oriDra- County of Bed N QSSoJ- The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned: Sworn 10 and subscribed before me this day.of w'VNotary Public, Sate of'v at Large • When`Ihe histv`alualidriof the structure for purpose of ad 'RP ,. ar&tc • 7pirreci b SFBC Then you must provide•ahuilding application from r.+ F2e hri rti Jq °;!r _An- -.- ... ''i a a a a. MARIA PELLEGRINO Notary Public - State of New York NO. 01 PE6224820 Oualified in Nassau County My Commission Expires,Jul 12, 2018 valorem taxation is"equal to or more than S300,000.00, and the buiny.was+rrnronsfrucaa wnr<rac nara i 4' a General Contractor for the Root to Wail connection Hurricane Mitigation. , Revised on 512112009 i•> uT•;,; ., 7- fie y *.,,1 N "KW'gC?" el�r•-w .•� T1 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -build implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may b serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aw coverage for injuries to workers on my property. Initial ermit that erroneously d liable and subjected to property. My homeowner's of the limits of my insurance 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contr r who is not licenses to perform the work being done, Any person working on my building who is not licensed must work under my d/ t supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income to i d social security contributions under. the Fedet al Insurance Contributions Act (FICA) and must provide workers compensation for the >, ployee. I understand that my failure to follow these may subject to serious financial risk. Initial 0.13 9. f agree that, as the party legally and financially responsible for this proposed Con pr`' ction activity, I will abide by all applicable laws and requirement that govern owner builders as well as employers. l also underst- 4"" that the Construction oust comply with all applicable laws, ordinances, building codes, .. d zoning regulations`- ., i Initial tom1) I0. I understand that I may obtain more information regarding my obligat as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revers„ .. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http www.m floridalicense.cou; dbprjnrpfctlb/index.html 11. I am aware of, and consent to; an owner -builder building legally and financially responsible for the proposed constru 12. I agree to notify Miami Shores Village immedi this disclosure. Licensed contractors are regulated by la Constr4uction Industry Licensing Board loss that you sustain as a result of co employee of an individual or firm is permit and wish to hire a licensed the contractor's workers compe Before a building permit can permitting agency respons owner, or other type of v Initial V.,? tit applied for in my name and understands that I am the party activity at the following address: Initial ) l J y of any additions, deletions, or changes to any of the information that I have provided on Initial \� 1 ) esigned to protect the public. If you contract with a person who does not have a license, the ':•. Department of Business and Professional Regulation may be unable to assist you with any financial ctor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or red while working on your property, you may be held liable for damages. If you obtain an owner -builder tractor, you will be responsible for verifying whether the contractor is properly licensed and the status of lion coverage. issued, this disclosure statement must he completed and signed by the property owner and returned to the local for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property cation acceptable to the local permitting agency is required when the permit is issued. Was acknowledged b:..re me this � day of AY` " , 20 k By / /�l / who was personally known to me or who has flt lFiCr. '- APIM Produced ;th :'e.License 1SEr r?r19r OW f�R as identification. NOTARY MARIA PELLEGRINO Notary Public - State of.New York NO. 01PE6224820 Qualified in Nassau County . My Commission Expires Jul 12, 2018 Miami Shares Village 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, F! 33138 Date: )1.-b1 Re: Owner's Name: Qj -\F Property Address: %) 4 /✓W _L T im 1,04 chars fL ay�� Roofing Permit Number: Dear Building Official: 111 U l °\ M e h, °I 1M v4 in certify that 1 have improved the roof to wall connections of the referenced wgI property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential. Struct es a opted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Signe ure Print Name State of Florida County of Dade ft The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this tiny_ Notary Public, -€ate of -Pleftervat Large (SEAL) Revised on 5/21/2009 cb0 day of I MARIA PELLEGRINO Notary Public - State of New York NO. 01PE6224820 Qualified in Nassau County ' My Commission Expites Jul 12, 2018 FINAL COMPLIANCE ITI, Class A 20. Deck: C -15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply®;#75 Base 'Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "Oily Bond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — one or more plies "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth;', mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral. Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Energy CapTM Mineral -Surfaced Cap Sheet", 14 Deck: C-15/32 Incline: 2 Barrier Board (Optional): - One or more layers Georgia-Pacific Gypsum LLC "Dens Deck(r) Roof board" or "Dens Deck(r) Prime Roof board" or Dens Deck(r) DuraGuard(tm) Roof board", minimum (1/4)-in. thick, or United States Gypsum Co. "SECUROCK(r) Roof Board" (Type FRX-G) or "SECUROCK(r) Glass -Mat Roof Board" (Type SGMRX), minimum (1/4)-in. thick. Insulation (Optional) - One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Base Sheet: - One ply GAFGLAS(r) Strata vent(r) Perforated Venting Base Sheet" or Type G2 "GAFGLAS(r) #75 Base, Sheet"or "Tri "GAFGLAS(r) Base Sheet" or "GAFGLAS(r) #80 Ultimo(tm) Base Sheet" or "GAFGLAS(r) Strata vent(r) Nail able Venting Base Sheet" or "GAFGLAS(r) Strata vent(r) Perforated. Venting Base Sheet mechanically fastened or fully adhered with hot roofing asphalt. - Two or more plies Type G1 "GAFGLAS(r) PIy 4" or "Tri-Pty(r) Ply\4" or "GAFGLAS(r) PIy Flex 6" or "Tri-PIy(r) Ultra -Flexible PIy 6" or "RUBEROID(r) Mop Smooth" or "RUBEROID(r) Mop Smooth 1.5" or "RUBEROID(r) Mop Smooth Plus "Ruberoid(r) 20 Plus Smooth" or"gi s w o s �>l°' • ® '", fully adhered with hot roofing asphalt. : - Type G3 "Tri-Piy(r) BUR Granule Cap Sheet" or ' tt�t'a ap, or "GAFGLAS(r) Energy Cap(tm) Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 0.'th33JJ3g M.gAMI Crf vet,' :J 919J2 - 5. Jt .+('.30te t ! CS8t,SS33gt0 .oi4 $ Y'„u:'J !,a?rRVt nt bs+tqt" Lt 1 p OS ` - I ^irnr.• s ) !Nit 1 IF Miami Shores Vmage Building Department 10050 N.i.2nd Avenue Nei Ste, Florida 33138 Tel: (305) 795.2204 f (305) 756.8972 on Insurance Exem • lion a;;;"" ��'.t' 'riSit ,V.� i�.a. �.15 i• de ; Florida Law rcgmires Workers Cornpensadort insurance allows �� - �� 440 of die Florida FJa. Star. � 440.05 corporate in the construction merry to exempt thettitselves from this requirement for any construction project prior to obtaining abui dings permit. Pursuant to the Florida Division of Workers' Co on E loyea Facts Bra .'Au employer .in the consixtiction iindustry who employs one or Mae part-time or full-time employ, including the owoer, stun obtain wo xs' compe coverage. ate officers or mrmbexs of a limited Viability 'may (I is the coast mctian industry may elect to be exempt it I. The officer owns at least 10 peacoat of the stock of the ecapoxation, or in the case of im LLC, a statement attesting to the ai timme= lOpercent oWoet p; . 2. The officer is listed as an officer er of the corporation in the records of the Florida Department of State, Divisiuon of CoetpotratiorK. and 3- The corporation is registtcacd, and listed as active with the Florida.. Department of State, Division of Co pot ions, • No more than three corporate officers Per eatxpotatian or limited. liability, company members are allowed to be exempt. Construction exempfions are valid for a period of two years or tuna a voluntary revocation is filed or $te'exemption is 'evoked by tbs Division. /$-'1V10c Notice to Owner —• Workers' .Co Your connector is requesting a permit under this exemption .day labor,,pait time a oyeesor sabco is fory�project. The acknowledgetstahat he or at hee >orlil s1nuse will be the oily personallowed to wade on your proms. In tb se affidavitan stating that orshe f walkers',� anoes, Miami Sues Viler does � taeguir6 verification of co�ag from the conlrac '$ company for day labor, ppart-time employees or ems. BY 'SIGNING BELOW YOU A «:� `x WLEIX E T YOU • HAVE READ THIS CONTENTS. �! NOTICE AND UNDERSTAND ITS Sites: State ofperid ' � ya 14. Comity.ossaliage... Nel5SUIThe .i1 foregoing was (fig before ma this Byke".%,�. Notary SEAL: o ww l3 day of, 3L1- ivho is personally known id me or has pttoducal as iticttlificatiim, JOHN W NUNZIATA Notary Public -State of New York NO. 01NU63S6115 ubadin•i[n My Commission Expires Mar 2o, 2021 Date: May 1512018 VICTORY Victory E&1 Roofing and Construction LLC Victory E&I Roofing and Construction LLC 4491 Sterling Rd Suit 201, Davie FL 33314 Phone: Eli - 954-937-2697 1 gal - 954-274-1568 Tel: 954-830-5393 Fax: 954-9034049 Email: elidarmon59@gmail.com License #: CCC-1330750 CGC-1523345 Date: 05/15/2018 State of Florida County of Miami Dade Before me this day personally appeared Balakrishanan M Vinayagar That he or she will be the only person working on the project located at: 9314 NW 2nd Ct Miami Shores FL 33150 Contractor Signature AA Sworn t (or affirmed) and subscribed before. me this I) day of / . 201 ►), b1. 1/ivi k ersonally know OR Produced Identification Type of Identification Produced 9 " ItC� Print, Type or Stamp Name of Notary J a a ..... A . a A ..116'% SIGAL ABERGEL `y Notary Public . State of Florida Commis:1MM w GG 141133 "'•rFr•�:� My Comm. Engirds Sep 4, 2021 "'o+..k".. Bonded through National Notary Assn. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner -- Workers' Com $ nsation insurance Exam a tion Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes, Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement Ior any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part -lime or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. �. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. in these circumstances, Miami Shores Village does not require verificatiorfof workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida /" �JC•�s/'7'�'7s Owner / County of Miami -Dade The foregoing was acknowledge before me this t (3 day of By--)-1 1 CI >M I v /1 14/ Notary: SEAL: who isto me or has produced as identification. ( 0ou'a,,� SIGAL ABERGEL :° `t+4 Notary Public - Slate of Florida Commission # GG 141133 j, ,,� %�`d.�:' My'Comm. Expires Sep 4, 2021 '4Mo Bonded through National Notary Assn. I— — ---- wW .1,16 ZOOROOd Wd1Z:i . 810Z 91. rceyi :xed 3SHA fladl. OdAN STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. CONSTRUCTION INDUSTRY LICENSING BOARD 2601 GLAIR STONE ROAD TALLAHASSEE FL 32399-0783 BALAKRISHNAN, VINAYAGAR M VICTORY E & I ROOFING AND CONSTRUCTION LLC 11027 BAYBREEZE WAY BOCA RATON FL 33428 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about. the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve. your customers. Thank you for doing business in Florida, and congratulations on your new license! W. -STATE OF.FLORIDA ;„- (850) 487-1395 )DEPARTMENT OE1BUSINESS AND.... __ _,:,- PROFESSIQNAOREGULATION . CC1330750 'SSUED: 07/31/20•16 CERTIFIED RO NG .I �NTRACTOR� ..r BALAKRISHNAN JIN YAGA,' - ^" ,..VICTORY E'&-I ROOF G%1110NSTRUC.,.� """- — IS�.CERTIFIED under_ thew provisions.of Ch-.489 FS." Expiralion'�le�' AUG 31; 2018 �� C1607310002872` DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY _ �, �. -STATE FF, A" ' ..,, .,7 pEPARTMEN°BU TOFSINESS AND;; PROF ESSIONAL REGULATION\. "" CONSTRUCTION INDUSTRYvLICENSING BOARD , ` \ LICENSE NUMBER ',,,.-w ,..« ,.,.. ...« kS"""` . +.ma y *i.‘S.\a-N +r w+...:r` ...es.... .. s"...►..•-. "r CCC1330750`r� ,," -- w. <_- w. w } �•-7 N. ... ' „'``*,�``'<�. `s �`,, The`ROOFING:CONTRACTOR -^""" ~-� Nariieci.below IS CERTIFiED::._�„„,�. lUnderthe provisions of=Chapter489 FS Expiration"date: AUG 31, 2018^ =;. ,. r BALAKRISHNAN; VINAYAG2 VICTORY E"&-I"ROOFINGIND CONSTRUCTION'LLC 11027 °BAYBREEE,�IIWAY3..<x'� BOCA RATON, 7,,,. EEL•" 33428 ISSUED: 07/31/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607310002872 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1,2017 THROUGH SEPTEMBER 30, 2018 DBA:VICTORY E & I ROOFING AND Business Name: CONSTRUCTION LLC Receipt #'ROOF NO%3HmET METAL CONTRA Business Type: (ROOFING CONTRACTOR) OWner Name: VINAYAGAR BALAKRISHNAN. Business Opened:08/02/2016 .Business Location:4491 STIRLING RD #201 State/County/Cert/RegiCCC1330750 DAVIE Exemption Code: Business Phone: 954-374-9585 Rooms Seats Employees 2 Machines Professionals For Vending Business Only Number of Machines: Vendinb Tvge: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business Within Broward County and Is non -regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not Indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: VINAYAGAR BALAKRISHNAN 4491 STIRLING RD #201 DAVIE, FL 33314 Receipt #1CP-16-00010465 Paid 07/12/2017 27.00 07/11/2017 Effective Date 2017.. O18 JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/26/2018 EXPIRATION DATE: 1/26/2020 PERSON: VINAYAGAR BALAKRISHNAN M FEIN: 462598689 BUSINESS NAME AND ADDRESS: VICTORY E&I ROOFING AND CONSTRUCTION LLC 4491 STIRLING RD SUIT 201 , FORT FL LAUDERDALE SCOPE OF BUSINESS OR TRADE: 33314 Licensed General Contractor Licensed Building Contractor Licensed Roofing Contractor Roofing - All Kinds and Drivers IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 ACORL7►® CCP CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/14/2018 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 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 Sunflowers Insurance Group Inc. 11401 SW 40 ST # 311 Miami FL 33165 CONTACT Liliana Ortiz NAME: PH NN ): 305-553-4949 (A/c, No): 305-553-4958 n DD ALBS: sunflowersins@live.com INSURER(S) AFFORDING COVERAGE NAIC N INSURERA: INTERNATIONAL INS Co. HANOOVER INSURED VICTORY E & I ROOFING AND CONSTRUCTION, LLC 4491 S STERLING ROAD SUITE 201 Davie FL 33314 INSURER B : INSURERC: 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 LTR TYPE OF INSURANCE ADDL INSn SUBR wvn POLICY NUMBER POLICY EFF (MM/DD/YYYV) POLICY EXP (MM/OD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY IG06C005815 06/07/2017 06/07/2018 EACH OCCURRENCE $ 1 ,000,000.00 CLAIMS -MADE " OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100 000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GEN'L X AGGREGATE POLICY OTHER: LIMIT APPLIES PEf PER: LOC GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS - COMP/OP AGG $ 2,000,000.00 $ AUTOMOBILE _ LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N/A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) ROOFING CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd 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 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Victory E&I Roofing and Construction LLC Job Address 9314 NW 2nd Ct Miami Shores FL 33150 ROOF CATEGORY ® Low Slope 0 Mechanically Fastened Tile ® Mortar/Adhesive Set Tile C E I V E D ❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Aya1k1 0 Prescriptive BUR-RAS 150 ROOF TYPE • • •••• •.•• • • • • • 0 New Roof 0 Repair 0 Maintenance 21 Reroofing ❑ Recovering • • •• •• • ROOF SYSTEM INFORMATION • •••• • •••• • Low Slope Roof Area (SF) 411 Steep Sloped Roof Area (SF) 1714 .T21.11OF) • • • • • •• .• •. • •• • • • • • • 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 zon$s anddocation of parapets. •• • •••••• • • • • le 15.32 as e ee sket h i 0) 0 w w t 0 11 a FLORIDA BUILDING CODE 6th Edition (2017) BUILDINGt 0 a w 0 z z 0 N 9314 Nw 2 Ct, Miami Shores, FL 33150 Notes Diagram Roof facets are labeled from smallest to largest (A to Z) for easy reference. Total Roof Facets = 8 .•• • • ... • • • • •• • ••• • •• . • • c'; . • • :c, .... ;4—; • • • • y� .••• •••• dtj • • Aa- • ••• •• •• • • • • • '• • a • • • • • • •• • • • • j2..•• . p• • mi liii Dc1) • • 8 Report: 22417229 © 2008-2018 Eagle View Technologies, Inc. and Pictometry International Corp. - All Rights Reserved - Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,938,090; 8,818,770; 8,542,880; 9,244,589; 9,329,749. Other Patents Pending. Page 1 • 4/23/2018 Miarpi-Dade County, Property Appraiser's Office : Sketch When buying real estate property, you should not assume that property taxes will remain the same. V\Inenever there is a change in ownership, the assessed value of the property may reset to full market value, which could resuit in higher property taxes. Please use our *TeX Estimator ihtW//a,,va,miarnAifaci uov/PAPor,:aViir“e.s/faxEiiitilitator asrix to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the ilitialrawwnifarnidadeQiav/iaxcoliai,....i/.i directly for additional information. iliacis.//wwwfairietool‹.corriale,aittiDadeP/i Building Sketch Viewer 11-3101-01.5-0100 9314 NW 2 CT DILIA M BEN1AMIN Act Area: 1,818 Sq. Ft, 4.. • wing Arei: • 1.068 Sq. 77 t• • • • Adjo5teil Area: • • 1,43 Sq. it• :•: • • • • • • • • • • • • • • ,!:iP,,P-H Niiii•iber: i „•• of 1 Po!p-i•ear: 2017 • • MOVRAPs• • Next •••• • • • • • .., • • • • • • . 2.'• PPT • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • L ONE 1 ,_ I - rGRU 1 ..., OPU ,... ONE: : (..a.,:• Sto, y • . ...,,P! : f•,:),•,:i',, Trle:,;:-...•-ia?:a . PPT ; Porch, Pitch Ciick Mare 1:,.:3 ,eEl all Skeich SubArea Descrinlions (fittp./A,,,,,r,win,as,0e.,::ovipaii,br(14'.sub-a,ea-ci,..,.sciVtions 4/23/2018 edaanr:j :yaal tta:' rc,fl. :„Aaya:aatf,r ir yrrr reflect: thrr rnost. caa.r,:alt altbrrn.,mi,•:al onscnS. The • !1,) tUj! Agree,P‘a See faffl clisciaaner and ,c,„,grefmie!-a. • • • • • • • • • • • • • • rhap://www8.rniarnidade.gov/Apps/PA/PAOnlineTools/PropertySketch/Sketch.aspx?Fol 13 1010150 1008cyear=20 17 1/2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: G.A.F Product Approval No.: 14-1030..02 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -49.2 Pmax2: •82.6 Pmax3: -124.3 Max. Design Pressure, from the specific Product Approval system: -A2 5 DeckPlywood Type: Gauge/Thickness:5/8" Slope:min 1/8 =12(EXSITING) Anchor/Base Sheet & No. of Ply(s):N/A Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: N/A Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: N/A Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): G.A.F 75# Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Piy(s): G.A.F Rubroid 20 Ply Sheet Fastener/Bonding Material: ASPHALT TYPE 4 Top Ply: G.A.F MINERAL CAP SHEET Top Ply Fastener/Bonding Material: ASPHALT TYPE 4 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Field: 9 " oc @ Lap, # Rows 2 @ 9 " oc Perimeter: 6 " oc @ Lap, # Rows ® 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Corner N/A Illustrate Components Noted and Details as Applicable: • • • • Woodblocking, Gutter, Edge Termination., Stripping; Flasbiag,. • Continuous Cleat, Cant Strip, Base Flasflj i Counter- . • • • Flashing, Coping, Etc. • . • • •• Indicate: Mean Roof Height, Parapet Hej'c�i,jejght of Base, Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit . • • • • . • • .... • 4 • 5/8" plywood :-r . ... . . . . . .. .. .. . . . . . . . . . . . .. . 0 feet Parapet Height feet Nean Roof Height . . . . .. . • • . •• • yft75 lb base sheet 1 %" ring(dcfanucd) shank nails & 1-5/8" tin tag V I -plies of Rubberoid R-20 - Type -IV asphalt attaclunent Granulated Mineral Cap sheet -Type -IV asphalt attachment ALL "HE MEMBRANES WILL DETERMINATED ON TOP OF PARAPET WALL COVERED WITH MODIFIED MEMBRANE 15.33 O. 0. fij ; O. • • . . ...1.. •• • .• .•• ..• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: BORAL ROOFING LLC,Polyglass USA INC Notice of Acceptance Number: 16-0711.01,17-0322.03,17-0614.22 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: -39.1 P2: -68.1 P3: -100.7 . ..• Roof Slope: 5: 12 Steep Sloped Roof System Description Deck Type: . . . .. . . . . .... .. •... .. . .. • . • . . 5/8 PLYWOOD . . • . . .. .. .. . Type Underlayment: Ridge Ventilation? N/A Insulation: N/A Fire Barrier: Mean Roof Height: 20 30LB ASPHALT PAPER . • . • • • N/A Fastener Type & Spacing: Adhesive Type: 1 1/4 R.S NAILS 6" LOPS Asphalt type 4 12" o/c rows in field Type Cap Sheet: Polyglass Polystick Underlaments Roof Covering: BARCELONA 900 Type & Size Drip Edge: 3X3 269 Gauge 15.34 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 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 -bade • County Product Control Section that this product or material fails to meet the requirements ▪ of title applicable building code. • This product is approved as described herein, and has been designed to cornply with the Flofitlit'Building 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.l;ov/cconomv 1••• • .... • ... • . .• . Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • •• - - .. ••• . DESCRIPTION: GAF Ruberoie 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 otherwts�.ltoted herein. . . • •. . . . • •• . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 • Z• • • ••. •• ••• • • • • • ..I:• Product Matrix' 102 SBS Membrane Adhesive ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing Modified Bitumen APP/SBS Wood -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification ASTM D3019 Dimensions 5 gallons Product Description Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof GAFGLAS® #75 Base Sheet 39.37" (1 meter) Wide ASTM D4601 Type i1 asphalt impregnated and coated glass mat base sheet. GAFGLAS® #80 UltiniaTM Base Sheet GAFGLAS® F1exPly"' 6 GAFGLAS® Ply 4 GAFGLAS®Mineral Surfaced Cap Sheet GAFGLAS® EnergyCap"' BUR Mineral Surface Cap Sheet GAFGLAS® Stratavent® Eliminator' Perforated Venting Base Sheet GAFGLAS® Stratavent® Eliminator'' Perforated Nailable Venting Base Sheet Ruberoid® SBS Heat -Weld'" Smooth Ruberoid® SBS Heat -Weld"' Granule RoofMatch' SBS Modified Granular Ruberoid® SBS Heat -Weld"' 170 FR MANMADE COUNTY APPROVED 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 ASTM D3909 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Type II asphalt impregnated and coated' • • • fiberglass base sheet. ; .• . Type VI asphalt impregnate8 glass felt.' : •: •• with asphalt coating. • • • Type IV asphalt impregnat�Allass felt • • with asphalt coating. • • • Asphalt coated, glass fibeticcp sheet . • • • surfaced with mineral gra,pplie,4 • • • • . •• Asphalt coated, glass fiber jjj ip sheet surfaced with mineral grabule% Aith . • factory applied EnergyCose"' • • Fiberglass base sheet coated.on Both sidos• • with asphalt. Surfaced on the bottom sido • ' • • with mineral granules embedded in asphaltic coating with factory perforations. A naitable, fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with SBS polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 2 of 30 • • • • • • • oe ..r. • •• ••• 0.1000 • • 1 • Oft 110: Product Ruberoid® SBS I-Ieat-Wcld" Plus Ruberoid® SBS Heat -Weld- Plus FR Ruberoid® EnergyCap"` SBS Heat -Weld'"' Plus FR Ruberoid® SBS Heat -Weld' 25 Ruberoid® Mop Granule Ruberoid® Mop Smooth Ruberoid® Mop Plus Ruberoid® Mop 170FR Ruberoid® Mop FR Ruberoid® Torch Smooth Ruberoid® Torch Granule Ruberoid® EnergyCap'" Torch Granule FR Ruberoid®EnergyCap"' Torch Granule Plus FR RoofMater APP Modified Granular Ruberoid® Torch FR MIAMI•DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide IO7 sq. ft. (9.9 m2) 1 meter (39.37") Wide Test Specification ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 ASTM D6222 Product Description, Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester mat coated with polymer -modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer -modified asphalt and surfaced with mineral granules. • • • • Non -woven polyester meat coated wall.. •.' polymer -modified asphalt and'imooth.• •.• surfaced. • • • •• Non -woven polyester ma c:Rated with • polymer -modified asphalt lard prfaced • with mineral granules. • • • • • Non -woven polyester rr at r,atrd with firs •; retardant polymer modi?TQd•aaphalt and • • surfaced with mineral 484 Non -woven polyester mat coated with £i . retardant polymer -mods' ied.asphalt and • surfaced with mineral granules. •• • • • • • • Non -woven polyester mat coated with • • APP modified asphalt and smooth surfaced. Non -woven polyester mat coated with APP modified asphalt and surfaced with mineral granules APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCotem. APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCotem. Non -woven polyester mat coated with APP polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat, coated with fire retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 .•. •• • .• ..•.•• • • • • •.. . • • Product Dimensions Test Specification Product Description Ruberoid® 20 1 meter (39.37") Wide ASTM D6163 SBS modified asphalt base sheet reinforce with a glass fiber mat. Ruberoid 30 Ruberoid"' 30 FR Ruberoid® EnergyCap'" 30 FR SBS Membrane Ruberoid® Dual FR TopcoatQ° Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut- Fire Barrier Coating VersaShield® Fire -Resistant Roof Deck Protection MIAMFDADE COUNTY APPROVED 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 5 or 55 gallons 5 gallons 5, 55 gallons 42" x 100' rolls ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6162 ASTM D6083 Proprietary ASTM D6083 Proprietary ASTM D226 Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. An acrylic, water based elastomeric • • membrane system designed•to•protect • • • • • various types of roofingaria ces. • ..• Water based, low VOCrBi jgrgg used to • block asphalt bleed-thropgl1.• • • Solvent based sprayablttaereoplastr • • • • rubber sealant designed t4 pLgtect and• • • • restore aged roof surfaces arwito incPe•ase a roofs reflectivity. • • Low VOC, water -based fire barrier • coating. • • • • Non -Asphaltic, fire resi3tant Piberglass-e• • • based underlayment. • • • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 • • •• • • •••. • • • •1 •• I • •••• • • • • APPROVED INSULATIONS: Product Name EnergyGuard'"' Polyiso Insulation EnergyGuare RA Polyiso Insulation EnergyGuard'"' RN Polyiso Insulation EnergyGuard' Perlite Recover Board EnergyGuard' ' Perlite Roof insulation EnergyGuard" RA Composite Polyiso Insulation Structodek® High Density Fiber Board Securock® Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. Product Name Drill -Tee' #12 Fastener Drill-TecTe" #14 Fastener Drill-TecT"' XHD Fastener Drill -Tee'" AccuTrac Flat Plate 5. Drill-Tece"' ASAP 3S 6. Drill-TecAccuTrac® Recessed Plate 7. Drill-Tec'"' 3" Steel Plate 8. Drill-Tece' 3" Standard Steel Plate MIAMI•DADE COUNTY APPROVED Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board Manufacturer (With Current NOA) GAF GA F GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States Gypsum Corp. TABLE 3 Product Description Dimensions Carbon steel fastener used Various in steel or wood decks. Carbon steel fastener used Various in steel, wood or concrete decks. Carbon steel extra heavy Various duty fastener used in steel decks. AZ -SS aluminized steel 3" x 3" plate for use with Drill- Tecm' #12 Fastener, Drill- Tece` #14 Fastener and Drill-Teee' #15 Fastener. Drill-Tec'"' #12 fastener Various with Drill-Tec' 3" Standard Steel Plate. Galvalume Steel plate for 3" x 3" use with Drill -Tee' fasteners. Round galvalume steel stress plate for use with Drill-TecT"' fasteners. Round galvalume plated 3" steel stress plate with reinforced ribs for use with Drill-Tece` fasteners. 3" ••. • •• • • • • • • • •`• •• • • ••• • • • MIet turer •• • (Witfi.urrent NOA) • • .•• • • • • • •. GAF • • • • • •• • • • • • • • • •• • • . • •. • GAF -GAF GAF GAF GAF NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 •••••• • • • • • • • • • • • • • • • ••••' • • • • • • • • • • • • •••• • • I• • • . • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT-ARCON Inc. Trinity I ERD MIAM1•DADE COUNTY APPROVED Test Identifier 3001276 1B9A8.AM 3D4Q2.AM ODIA8.AM R1306 4483.04 97-1 02-005 02-014 01-039 G30250.02.10-2 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.1 1-5-R3 G40620.07.12-2 G40630.01.14- l G40630.0 1.14-2A G40630.01.14-2A-1-RI G40630.01.14-2B-R 1 G40630.01.14-2C G40630.03.14 G43190.03.14-I G43190.03.14-2 G43190.05.14-R1 G43190.11.13-1 G43610.01.14 G46160.02.15-2D G46160.03.15 G46160.09.14-2A G46160.09.14-3A G46160.09.14-3B G46160.09.14-3C G46160.12.14-3 E G6850.08.08 G6850.08.08-R 1 G6850.10.08 G6850.11.08 SC6870.08.14-RI Description FMRC 4470 FMRC 4470 FMRC 4470 FMRC 4470 UL 790 TAS 114 TAS 114 TAS 114 TAS 114 ASTM D6222 ASTM D3909 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D4601 ASTM D4897 ASTM D6222 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6222 ASTM D3909 Date 01/28/99 09/04/97 04/30/97 04/01/98 07/22/13 06/06/97 03/01/02 04/08/02 03/01/02 11/11/10 06/03/15 03/31/10 :0l/Jg(11 d4/25111 ' t/V2015 ' i?492ti 15 • M117I 12 . Dy06/14 04 07;114 •• •. � kt41.0/14 O 1 t1 Cif' 15 . 01/7/14 ' j1.3i0Q/14 03/06/14 03/06/14 05/20/14 11/15/13 01/22/14 02/03/15 03/11/15 09/09/14 09/09/14 09/09/14 09/09/14 12/29/14 08/01/08 04/14/11 10/06/08 02/17/09 09/04/14 NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 6 of 30 •.•. . . • ..• • • • • • . . .. . . • • ••h••• • • • ... . . . .1• • • •• • •• • . • • •• . •. .• . .. .. • •• • • EVIDENCE SUBMITTED: (CONTINUED) Test AOency PRI Construction Technologies LLC. Momentum Technologies, Inc. MIAMI DADE COUNTY APPROVED Test Identifier Description Date GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C 1289 10/22/12 GAF-464-02-0I ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 AX04C9A ASTM D6162 06/05/09 • ... • • • • •••• • • • ••• • . ••• • • • •• • • •••• •••• • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • . • • •• • • • • • •• •.. • • • • • • •• • •• • • • • NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 • • Membrane Type: Deck Type 1: Deck Description: System Type E(1): SBS/SBS Cold Applied Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or Securock® Gypsum -Fiber Roof Board. GAFGLAS® #80 Ultima " Base Sheet, GAFGLAS® Stratavent® Eliminator" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld"' Smooth or Ruberoid® SBS Heat -Weld'" 25 base sheet mechanically fastened to deck as described below: GAFGLAS® Ply 4, GAFGLAS® Flexfly" 6, GAFGLAS® #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) ••• •• GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheeto•dt•`any of above base sheets attached to deck with Drill-Teee" #12 Fastener, L t -1" t"' #14 Fastener or Drill -Teti" XHD Fastener and Drill-Tec" 3" Steel Platt,•DPill- Tec"' AccuTrac® Flat Plate or Drill-Tec" AccuTrac® Recessed Plate insta red 12" • o.c. in 3 rows. One row is in the 2" side lap. The other rows are equaollYspaced •. • : •: approximately 12" o.c. in the field of the sheet. • • • • • (Muxinuun Design Pressure —45 psi. See General Limitation #7) • .... • • • • • •.• . • • .. • • • • • GAFGLAS® FlexPly"' 6,(GAFGLAS®'#75 Base, Si tlor any of abovg baieiheets • attached to deck with approved annular ring shank nails and tin caps at'tfasfener • • • • 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) MIAMIOADE COUNTY APPROVED (iAFCiLAS� #8U Uttlma ` Base Sheet, Kuberold'ID2U, Kuberoie Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec m # 12 Fastener, Drill-Tec" #14 Fastener or Drill -Tee " XHD Fastener and Drill-Tece" 3" Steel Plate, Drill -Tee' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One tow is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Teti" 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) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 26 of 30 :. • ••.••• � • • L . •• ••• • • • • ••i•• •• ••• • •f Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Tee" #12 Fastener, Drill -Tee' #14 Fastener or Drill -Tee' XHD Fastener (Continued) and Drill -Tee' 3" Steel Plate, Drill-Tec"AccuTrac® Flat Plate or Drill-Teee" 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) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid' Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatch" SBS Modified Granular, Ruberoid®Mop Plus Granule,lRuberoidMRuberoid®30, Ruberoid®EnergyCap' 30 FR SBS Membrane, Ruberoid®30 FR or Ruberoid®Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: Or One or moreplies of Ruberoid® MopSmooth, Ruberoid® MopGranul • • • • �,• RoofMatch" SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberejcj;'Mop • Plus Granule, Ruberoid' 20, Ruberoid® 30, Ruberoid® EnergyCap "30 F 2.41N • • • • • Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTl`L iO7. SBS • Membrane Adhesive at an application rate of 1-2 gal./sq. • • • • • • • Optional on granular surfaced membranes; required for smooth jijemjb• • ranes. • • • • Chosen components must be applied according to manufacturer'$ #Qplieation • • • • instructions. All coatings must be listed within a current NOA. • • • Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood? oat ' of Approved asphalt at 60 lbs./sq. • • •• • 2. (GAFGLAS'•Mineral Surfaced. Cap Sheet, Tri-P1ye Mineral Surfaced Crap Sfieet • " or GAFGLAS® EnergyCap"BUR Mineral Surfaced Cap Sheet adhered in a full • mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. • • • • • • • • •• • • • ••••• • . • • • • • 3. 1opcoar Membrane, "Topcoat'' MB Plus (to be used as a primer with Topcoat' Membrane) or Topcoat® Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 • • • • Membrane Type: Deck Type 1: Deck Description: System Type E(2): APP/SBS Heat Weld Wood, Non -insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: FireOut" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or Securock® Gypsum -Fiber Roof Board. GAFGLAS®#80 Ultima' Base Sheet, GAFGLAS® Stratavent® Eliminator" Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat -Weld- 25 mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® F1exPly" 6, GAFGLAS® #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 psi See General Limitation #7) : • • • GAFGLAS® Ply 4, GAFGLAS FlexPly" 6, GAFGLAS® #75 Base Slfebt Dr any of above base sheets attached to deck with Drill -Tee" #12 Fastener, Dritl=TCcT" #14 Fastener or Drill-Tecm' XI -ID Fastener and Drill-TecT" 3" Steel Plait,•1 i11- Tec" AccuTrac® Flat Plate or Drill-Tec" AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are: q i ny spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure --45 psi'. See General Limitation #7) ; • GAFGLAS®F1exPly" 6, GAFGLAS® #75 Base Sheet or any of aborje b4st• sheets attached to deck with approved annular ring shank nails and tin daps'at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf. See General Limitation #7) GAFGLAS® #80 UltithaTM Base Sheets, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psi'. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tee' #12 Fastener, Drill -Tee" #14 Fastener or Drill-Tec" XHD Fastener and Drill-Tec" 3" Steel Plate, Drill-Tec'" AccuTrac® Flat Plate or Drill-Tec'" AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum .Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 28 of 30 ..•. • • •.•. • ... • • • •• • • • ... • • . .. • • • •. • • • . .• . � • • • • ••r.• •. •• • • ••• • ••• • Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill -Tee" insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT"` #12 Fastener, Drill -Tee" #14 Fastener or Drill -Tee"' XHD Fastener and Drill-TecT"` 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-Tec'' AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf See General Limitation 117) Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS I -feat -Weld' Smooth or Ruberoid® SBS 1-1eat-Weld' 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS® FlexPlyTn' 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, Ruberoid® Torch Granule, RoofMatchT"' • • •. APP Modified Granular, Ruberoid® EnergyCap'"' Torch Granule FR, gubploid® • • • • • • EnergyCapT" Torch Plus FR, or Ruberoid® Torch FR torch applied acctIding to • • •• •• • • manufacturer's application instructions. • • • • Or One or more plies of Ruberoid® SBS Heat-WeidT"' Plus, Ruberoid® Slan-rent- • Weld"Plus FR, Ruberoid® SBS Heat-WeIdT"' 170 FR, Ruberoid® Enei • to '"' • SBS Heat -Weldor Plus FR, Ruberoid® SBS Heat -Weld"` Granule, Rubeei SBS • • : •: Heat -Weld'"' Smooth and Ruberoid® SBS Heat -Weld"' 25 applied acviril pe rr 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® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat®Membrane, Topcoat' MB Plus (to be used as a primer with Topcoat® Membrane) or Topcoat® Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMIDADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 29 of 30 .•.•.• • • ••..•• .1 • • el* 00 04100 • • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FIexPIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '''A" DensDeck® Roof Board or 'A" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, 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 sia11•be:•• • • • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of eitherssyi�eg shall •:. •• • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to glaiiinum design pressure of -45 psf. • • • • •. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force Ti"44, Tie of • 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastoaer ualue, .• .. • 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 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 determingd bytbe • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered • • • •• • • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing • • • shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 •• •••• • • • • ::E _ • • • Oil SOO • • • UL Class A 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "Oily Bond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — one or more plies "RUBEROID® 20 Smooth", "Ruberoid® 20 Plus Smooth" or "RUBEROID® HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS® Energy CapTM Mineral -Surfaced Cap Sheet". 14. Deck: C-15/32 Incline: 2 •••• • • •� •• •••• • • • ••• • • ••• •• • ••• • • • • • • • • .•• Barrier Board (Optional) - One or more layers Georgia-Pacific Gypsum LLC "Dens Deck4011oof board" or • • "Dens Deck(r) Prime Roof board" or "Dens Deck(r) DuraGuard(tm) Roof board", minimur (Win. thieLer United States Gypsum Co. "SECUROCK(r) Roof Board" (Type FRX-G) or "SECUROCK4r;LIags-Mat RoQf • • • • • Board" (Type SGMRX), minimum (1/4)-in. thick. • • • Insulation (Optional)' - One or more layers perlite or wood fiber or glass fiber or polyisocyanyrale or • • • perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite any thickneSS me?chanigaltye, • • • adhered with hot roofing asphalt. •' Base Sheet: - One ply "GAFGLAS(r) Strata vent(r) Perforated Venting Base Sheet" or Type G2 "GAFGLAS(r) #75 Base.Sheet"or "Tri-Ply(r) #75 Base Sheet" or "GAFGLAS(r) #80 Ultimo(tm) Base Sheet" or "GAFGLAS(r) Strata vent(r) Nail able Venting Base Sheet" or "GAFGLAS(r) Strata vent(r) Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. - Two or more plies Type G1 "GAFGLAS(r) PIy 4" or "Tri-Ply(r) Ply 4" or "GAFGLAS(r) Ply Flex 6" or "Tri-Ply(r) Ultra -Flexible PIy 6" or "RUBEROID(r) Mop Smooth" or "RUBEROID(r) Mop Smooth 1.5" or "RUBEROID(r) Mop Smooth Plus", "Ruberoid(r) 20 Plus Smooth" or "1UBEi301D(tL20_Swootti", fully adhered with hot roofing asphalt. pert! ran : - Type G3 "Tri-PIy(r) BUR Granule Cap Sheet" or ' AFG S(r) Mineral Surfaced Cap.Shee ' or "GAFGLAS(r) Energy Cap(tm) Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. FITSheet MIAMI• COUIiTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv SCOPE: This NOA is being issuedunder 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 Meepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediaNyirezoke, mpin, or suspend the use of such product or material within their jurisdiction. RER reserves the riglit.tp r,wroke tki ,acceptance, if it is determined n d by applicableMami-DMiami-Dade County ty Product Control Section that this product or mate.iai fails to meet the r o t e ding co This product is approved as described herein, and has been designed to comply with the Florida uilding Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • . •• DESCRIPTION: Barcelona 900 Concrete Roof Tile •• •• • • • • • • • • • • •• • • • • � • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo• go, arty:state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • ••• • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0222.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure 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 Barcelona 900 Trim Pieces Product Description High profile, interlocking, one -pies 'S' shaped, high-pressure extruded concrete ibof t ili equipped with three nailholes. Fqr diieict decrc` •': ` • or battened nail-on,•►tleol•anicall� Paste/ed, • •mortar set or adhesikVastt applications. • • •••• • •••••• • • • •• Length: varies TAS-112 Accessory trim, boostea$arceldt►a, concrete Width: varies roof pieces for use at tipsy rakes, Tice and •. •• • • ` varying thickness valley termination rail factured`for each tile's.:. • profile. Dimensions Length = 17" Width = 13" 'A" thick 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMI.DADE COUNTY APPROVED Test Specifications TAS 112 Type — la Test Identifier 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631-01 • • • • •• Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) • • • • • •..... • •• • • • • •• • •• •••••• • . •••••• • • Date Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 2 of 7 Professional Service Industries, Inc. IC-1320-94 Physical Properties Feb. 1995 TAS 112 The Center for Applied Engineering, Inc. 25-7688-3 TAS 101 (Adhesive Set) June 1996 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied Engineering, Inc. 25-7688-5 Static Uplift Testing June 1996 TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied Engineering, Inc. 25-7688-4 Static Uplift Testing June 1996 TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier 09/01/16 Walker Engineering, Inc. Evaluation Restoring Moments Due to 09/01/16 Calculations Gravity ""•," American Test Lab of South Florida RT0617.03-16 TAS 1 C2 . "• ' •del/29/16 •• • • 3. LIMITATIONS: • •••• • • 3.1 Fire classification is not part of this acceptance. ' " • • • •• •••• • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance•with •TAS 10k igy required, refer to applicable building code. • • • • • • • • • • `• • • • • • • • ••••. • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratoty'tt form quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the beparttnent CRa 4latory and Economic Development — Product Control Section for review. • • `• • 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Star►d'ach listed* section 4.1 herein. • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMFDADE COUNTY APPROVED • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 3 of 7 • • 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers = A (ft3) Tile Profile A (ft3) Batten Application A (ft3) Direct Deck Application Barcelona 900 0.286 0.301 Table 3: Restoring Moments due to Gravity - Mg (ft-lb* . ••,,,• ••• .• • .• . . •.. Tile Profile 2":12" 3":12" 4":12" 5":12" 6"t'FN%• . .. •.7":':2" or... greater ... . Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Batterft.AjI •• ct •Qgck Ei2tttene• •• •i.76•1 Direct Dec'It: 6.47. 6.19 7.07 6.19 7.00 6.19 6.90 6.06 6.76 5.92.. .6 60 Table 4: Attachment Resistance Expressed as a Moment - alf (4-Ibf) for Mechanically Attached Systems • • ••. . • .•., . ...i •• „*fattens Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 MIAMI-DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 4 of 7 • • • .• • • • • Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mechanically Attached Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2-10d Ring Shank Nails' 33.1 48.1 45.2 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive' 29.32 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. • •• • • • • • • ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per•Enddy.8 grams. • • • • Table 7: Attachment Resistance Expressed as a Moment - Mq(ft.ibf) • for Single Paddy Adhesive Set Systems •• • • •• . :"' Tile Profile Tile Application • • Minimum Atta chmerif : ' ..'.. • Resigtarige • • • • Barcelona 900 ICP Adhesives Polyset AH-160 . • • 66.53 • ICP Adhesives Polyset AH-160 • ' 3$a.4:. •••• 3 Large paddy placement of 63 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives Ai set A1-I-160. • • • • 4 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc.'s ICP Adhesives volysetiAr-060. ' Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Barcelona 900 Mortar Sets 24.5 6 See specific mortar manufacturers Notice of Acceptance MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 5 of 7 •• • ••• • • • • • • • .. • • • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) 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 bilifdifit code in ortler to properly evaluate the installation of this system. • •••• • MIAMI•DADE COUNTY APPROVED • • •• •. • •.• • • • •• • • • • • • • • •• • • • • • .• . •• . • . • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 6 of 7 PROFILE DRAWING NAIL HOLES 17" UNDERLOCK OVERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE MIAMIDADE COUNTY APPROVED • ••• • . .• • . ..• • • • • • .... • • . • • • • • • ••• • • .. .. .. • • • • • • • .. • .. . • • • .• . . . • • NOA No.: 16-0711.01 Expiration Date: 04/26/22 Approval Date: 10/27/16 Page 7 of 7 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 M1AMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/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 tteee`pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediajely woke, maeltf!,/, or suspend the use of such product or material within their jurisdiction. RER reserves the rights& revoke tWs lit ptance, if it is determined by Miami -Dade County Product Control Section that this product or ma -terra: rails to meet the • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Fl>,rijiw.13'uildin Cede' including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments . ... • . . .. .. • .. . • • . • • . • • • . . • • . • • . ..S.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cif ,state dttd following* statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.• . ' .".'. .. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino. MIAMFDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 MIAMI-DADE COUNTY APPROVED Dimensions 65' x 3'3 3/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'33/8" 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'33/8" 60 mils thick 65'8" x 3'33/8" 60 mils thick 32' 10" x 3'3 '/8" 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 TAS 103 TAS 103 TAS 103 and ASTM D 6164 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-f bar+(polyester reinforced waterproofing melibrgiter Designed As a metal • •: • roofing and rooftile underlayrfi nt.' •. •. . A rubberized asphalt self-adfroritih polyester reinforced) waterproofing membrane. Drigae4 as a uo.o.ttile •••• • underlayment. A rubberized asphalt waterproofing membrw e, glass fiber/polyester reinforced, with sort nular surface designed for use as a tile roof under}ayme1 t` • • • • • • • .• • A rubberized asphalt self-adheri g, glass-fiber/polyeste: reinforced waterproofing membrane. Desigxtoct as a metal roofing and rooftile underlayment. • 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. 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. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in rooftile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 • MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity l ERD PRI Asphalt Technologies Momentum Technologies, Inc. EVIDENCE SUBMITTED Test Identifier P10870.09.08-R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 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-10130.06.16-1 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report Date TAS 103 12/04/08 TAS 103/ASTM D4798 & G155 04/13/09 ASTM D1970 07/01/10 TAS 103 03/02/11 ASTM D 1623 04/26/11 TAS 103/ASTM D4798 & G155 09/01/11 TAS 110/ASTM D4798 & D1970 10/19/11 ASTM D 1623 08/07/12 ASTM D6164 07/02/13 TAS 103, TAS 110 & ASTM D1623 05/12/14 ASTM D1623 10/03/14 TAS 103 & TAS 110 .14/.07/14 ASTM D 1970 & TAS.110 . '.4Q41'7/14 TAS 103 & TAS 11.0..' : • 06,Q.7/16 .' ASTM D1970 & TAS•1.10 • • • • 96/2:7/ 16 TAS 103 .... TAS 103 '•••.' TAS 103/ASTM D4798 &•l!it .• •. TAS 103/ASTM D4798 4,3:3: TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & GOi TAS 103/ASTM D4798 &•615� • • . 09/.29/06 :'12hb/o7 • 07406/09 •• 04/01 /08 :.11419/09 • 02/18/10 • • bi7118/10 • • • • • • • • • 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 accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMFDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 • INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMI.DADE COUNTY APPROVED Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) 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. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a r triinnum 4' .lie ld.lep. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. . .... . • .... • . . .. .. Wood, non -insulated • . . .• . • . Min. 19/32" plywood or wood plank Base sheet mechanically fastened to deck, subsequent cap membrane self.adkered. . .. • • ... • . . .. . One or more plies of ASTM D 226 Type II or ASTM D 2626. 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) Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Polystick TU Plus, self -adhered. See General Limitations Below. .. • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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 re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 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" 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 Polystik be applied over the underlayment. • • • • • • • . . .. . GENERAL LIMITATIONS: • 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 roof flt%yStems. • Polystick TU Max may be used in non-structural metal roofing and roof tile systenisk. • : .. . . •• Elastoflex S6 G may be used in roof tile 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 after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. • •.• • . • .•• . • • • 1. Fire classification is not part of this acceptance. • • • 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and PEl ?ick MTS Plus may be: • • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roor the systems add quarry • • • • •• • Exposure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 MIAMI•DADE COUNTY APPROVED • 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 roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile 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 roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile 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 System (E3) MTS Plus with TU Plus Flat Tile Prohibited without battens 4:12 6:12 6:12 5:12 6:12 Profiled Tile Prohibited without battens 4:12 6:12 6:12 4:12 • • . • • ::i; •••• •• .. • • •• • • • • • • • The above slope limitations can be exceeded only by using battens in accordance witbh4rApproved. til: Systarn..:. Notice of Acceptance and applicable Florida Building Code requirements. When battens me 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,giwd tq avoid dropping of • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loadigg'procedwrw•— two tiles.... laid perpendicular to slope followed by a maximum four tile stack parallel to the slo1e,for.a total of 6 tiles — for .' • all underlayments except Polystick MTS which shall be loaded onto battens. • • 0. 0 N POLYST1CKIU Plus MIAMI•DADE COUNTY APPROVED (6 Max. Per Stack) 12 • • . . •• • .. . • • • .. . NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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• .1nstallers are cautioned to refer to applicable local building codes prior to direct deck installation %insure this i ai ieptable. • 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 etll2S2am as per Polyglass• Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 2 s/c" metal.4iasas • required in Miami -Dade County or simplex type nail as otherwise allowable in other reIons, at a minimum rate • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail irev urea park • ;air" on the face of membrane, with the above stated nails and/or disks. The head lap membragq, lsto cover trig 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 Pb,bigIgSs 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 accomplished by applying 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 to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. • • • • • • MIAMI DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED • • • • • • •• • • • • • • • • •• • • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 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.mia mi d ade.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 fasl� • o meet the. e9v irements of the applicable building code. • • •• . This product is approved as described herein, and has been designed to comply with rthe Florida Building Cocte 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:W. fgllowirtg • • • • 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 r o change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. Alrof' MIAMI•DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment.•.: • • • • • • • • • • • .•• • • • • Dispensing Equipment • • • • • • • •••• • • • •• • .••• • • • •• .• • ••. • • . •• . • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. •• . ••. • • MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 •• • Results .• • • • . ••• • • 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI.DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 Atilt71,2 P39740.02.12 TAS 101 : • • • 02/21/14.2 •• •• • . •• • TAS 123 • • ••• •.• • • Celotex Corp. Testing Services 528454-2-1 TAS 101 • • • 1.0/23/98 • • • 528454-9-1 • • •••• • 528454-10-1 • • • • 520109-1 TAS 101 .. • • •' 1'i31/96 • 520109-2 • 520109-3 • • 520109-6 • • . • 520109-7 520191-1 TAS 101 037 2/§9 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam 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 wit i IN • 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • • • MIAMI•DADE COUNTY APPROVED • • • • • • • • • • •• • • • • •• • • • • • . • • • • .• • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 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 gran%viper pan •.. LABELING: • .. • • • ••• • • • •. • • •All approved products listed herein shall be labeled and shall bear the imprint or identifiable Ivan of tl• • • • • manufacturer's name or logo and following statement: "Miami -Dade County Product Contro1•4pp;gved" or•sthe Ntiami Dade County Product Control Seal as shown below. • •• • • . • • . • • BUILDING PERMIT REQUIREMENTS: MIAMIUADE COUNTY APPROYED • • • • • • • • . • • • • • • • • • • •• • • •• • • . • • •• • 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 Erre course -` ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic cement (when required) 1� Paddy l6•meath Mel trnd•el.ynasne 16 In,�` 21n.wid*' Battens optional ; r-' f'✓Y ,M Ease Closure amcassia MIAMI.DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 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 r$m).x 1," (25.4 mm) foam • • paddy onto the underlayment oositioagcills shown. • under the pan portion o1`.heetile closest tQ the • overlock of the tile being sq.• • • • . 2. Continue in same manner; jnitire approximately 1 • •• • • • (109.7 cm2) — 23 (148.4 i 2d4 quare irr 4 adhesive• contact with the undersideoftke tile. • • • • • • • • • • • • •• • High Profile / Single Pan Tile • •• • •. • •• • 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. •• • 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Mail through plastic eirM0•11 Paddy iB•nw.thTf. nil (when required)t� /" y \ `'` '•.wt 5yy��' Und•f$aynt•nt ti �, yt �•, ,,*ham; -� lit 7 in. a"' 2 in, a. � Battens optional Eawiourse.. _,•'' Fasda E re Closure•__ Nail through plastic cement (when required) Paddy ageneath /Ile) I MIAMI•DADE COUNTY APPROVED Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply 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 Parr File• • •.•• 1. Starting at the eave course, j?lq a • minim • ••• um 2" (50.o • mm) x 10" (254 mm) x 1" (21.21-nm) foam paddy onto the underlayment positionen as shown under the pan portion of the tile closasl Vol overlock 2f the tile being set. Insure appro ximatily 17 (;09.9etatn2) — . 23 (148.4 cm2) square inchsailjitsiye contaj with the • • underside of the tile. ' • •' • • .• • • • • • .. • -• • • 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 .• ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through plastic cc {when required) Und■rleyment 1 in Paddy le•nwa.tTil•) 1 —Fascia IY•■phd■ taw &vare Drip edge MIAMI-DADE COUNTY APPROVED High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximtely 17" (109.7 cm2) - 19 (122.6 cm2) sg4lare indh.qaetive contact with the underside•Whhe:ile. • • • • • • • •. • • .• • .... • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •• • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement Paddy (between tiles) (when required) Battens optional i yip x4in. Si le pad under til single paddy on underlayment Paddy (under the) Fascia Eave closure Flat/Low Profile Tile Nall through plastic cement Single paddy under the (when required) Single paddy on top of the ' itx4in. Single paddy on underlayment Eave Course Medium ProfileTile MANMADE COUNTY APPROVED Paddy (between tiles) Paddy (under del Eave Closure 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in2 (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply 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 thettnderlock for the second course tile tb be.inctalled.'Insure • approximately 8-9 in2 (51t6-5L.1 cmi) oFalhesive• • contact with the underside etthe tile. . • • • • • • • • (Instructions continued on rerI page) • • • • • • • • • •• •• •• • • • • • • • • • • • •• • • • • • •• • • • • •• • • • •• • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic ce (when requked) Battens optional ecgrY eion un �'4x4in. Single 2 x 4 in ta papof hie on loin. Single paddy under tile Paddy (between tiles) Paddy hinder tilel Fascia Weephole Eave dosure Drip edge High Profile Tile MIAMI-DADE COUNTY APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the cave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. •••• • • • • •••• • ••• • •• • • ••• • • • • • •• • • • • • •••• • • •••• • • • • • •• •• • • • • • • • • • • •• • • ••• • • • •• • • • • • •• • • • • • • • • • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 a 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 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 MIAMIDADE 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 theunderside of the tile. Apply a minimum 1" (2ie5:1 m11) x 10" (254 mm) bead of ad6t sine directly pnt kg inner edge of each side of the covgr tile.'I-tl= i e: approximately 3/4" (1.9 ito 1" (2541 mm) e • from the outside edge qi tiv tile, inward, free of: foam to allow for exptia,ipn • • e 4. Turn cover tile over alter €oam is applied tnd place onto pan tile coi:iseprsure a minimum of 20 (129 cm2) - 25 (143 cm3) squareq, id contact area on each side gfthe coVtr tile to the pan tile. Continue in sal% manner. [r iii away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. .. e 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 • a a e NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 e ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 1 Prescriptive BUR-RAS 150 A,B,C • • 4,5,6,7 • ..• Asphaltic Shingles A,B,D 1,2,4,5,6,7 • A,B,D,E 1,2,3,4,5,6,7' • • • • Concrete or Clay Tile' Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D . - ••• • 1,2,4,5,6,7 Other As Applicable • • • 1,2,3,4,5,6,7' ' • • • • • •• • ATTACHMENTS REQUIRED: •••• • • •••• • ••• • • • •• • • • • • • ••• • • • •• • • • • 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation • •• • • • • •• • y., FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 5.31 • • •c••• • • • • • • •••• •