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RF-18-1697Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit issue Date: 6/21/2018 Permit NO. RF-6-18-1697 Permit Type: Roof Work Classification: Titer/Flat Permit Status: APPROVED Expiration: 12/18/2018 Parcel Number Applicant 9300 NE 4 Avenue Miami Shores, FL 1132060136301 Block: Lot: THOMAS A LEONARD &W REBE Owner Information Address Phone CeII THOMAS A LEONARD &W REBEKKAH 9300 NE 4 AVE — -- — . -- -- - MIAMI SHORES FL 33138-2825 Contractor(s) ANCHOR ROOFING COMPANY Phone (305)691-7707 CeII Phone Valuation: Total Sq Feet: $ 45,900.00 5384 Type of Work: Re Roof Additional Info: RE -ROOF TILE AND FLAT ROOFS 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 $27.60 $5.63 $3.75 $9.20 $375.00 $9.00 $36.80 $966.98 Pay Date Pay Type Invoice # RF-6-18-67998 06/21/2018 Credit Card Bond #: 3804 Amt Paid Amt Due $ 966.98 $ 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 ning. F thermore I authorize the above -named contractor to do the work stated. c W 1 L LA (i t Authorized Signature: OwriLr ` / Applicant / Contractor June 21, 2018 Date Building Department Copy June 21, 2018 1 oi1141 0 11`410 FLORIDA INTERNATIONAL ENGINEERING, INC INSIGHT•INNOVATION•INTEGRATION Florida International Engineering, Inc. 6175 NW 167 St., G-20, Miami, FL 33015 Telephone: (305) 378-1991-Fax: (305) 378-1997 Miami -Dade Lab Certification # 07-0612.11-State of Florida ca #27273 SITE SPECIFIC INFORMATION Ow er's Name: 1Q ...A.®i„1.D,tZp 1 Address: 'N a o ►•Z 4 A. •., Imo % 4 oofing Contractor: G 6,R. "?..049'l Permit Number: 12-i, - 1 S • 1 4 9 } Type of Tile: Approximate Roof Height: }-2 feet Slope: 12 Approximate Square Footage: Type of Access to Roof: Ladder . Other: FLAT '�. tva0 ft2 Required Testing Force: 35 lbs.+ Date Installed: I o/ '1 I ,r Fo Lu. r: - I,3" Testing Equipment: F.G.E. 100x Shimpo Instrument Date of Inspection: lI(rf I? TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F p k e-, 21 '(% 4 41 FA4 61 c Qk �/ 81 1 ` 22 1 42 62 ` 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 ✓ 91 12 32 52 72 J 92 13 33 53 73 93 14 34 I 54 74 94 15 35 55 t 75 95 16 36 56 76 96 17 37 `. 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 l 60 , 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 3 ft Area Units or ft2 No. of Tests Perimeter (t 61p 2. S Field I, 4 D p 21-- Corners t t t 1 Hips & Ridges G Z4 o t Florida International Engineering, Inc. Job Address: I e--0 ►-3 4 ok.v E}-m Contractor: Sketch of Roof (NTS) 1 l .y 4 i co 7 fr —_3 0 19 -a 4 et) Zf7 1 Notes RE: Permit # /2,-6 7'/ /(;97 INSPECTION AFFIDAVIT RAykokil, K t Lay (Print name and circle License Type) License #: l0 Miami Shores Viiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: , licensed as a ( Contractor Engineer / Architect, FS 468 Building Inspector On or about , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at q 300 N (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 7 Notary Public, Sate of Florida at Large day of f 1J J.J —r--- or ee SHIRLEY SPARKS •= MY COMMISSION # GG 085366 V. o;: EXPIRES: May 12, 2021 "�»'. �'�� Bonded Thru Notary Pubic Undetwrlters *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 A RECORDED NPO�TsCE T BEPOSTED CON THE JOB SITE AT TIME OF FIRSTOMMENCEMENT INSPECTION 1111111111HH 111111(11111111111111111111111111 PERMIT NO ''I r 7 TAX FOLIO NO.11- 32 Ow` 0 13 ` t,s30 1 STATE OF FLORIDA: COUNTY OF IviiAlv7i LADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided ith this Notice of Commencement. C:FN 2018R03503 7 7 OR BK 31014 F's 1125 (1Pss) RECORDED 06/ 14/2018 1.1. 24 ;: 44 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA 1. Legal description of property and street/address: MIAN.I ?B_L6 -7-0 LT-27_2S 13Lx L( c130v N f�V Mi-lo�� -3�)38 2. Description of improvement: rat-P r goo-S 3. Owner(s) name and address: 11-1OHAS F} - 7N rich 930 v I'l,v 2— M ► A-t-,1 S f} o '-f S , 13s Interest in Property:St1�^�-� Name and 'address of fee simple titleholder: N `¢ 4. Contractor's name and address: 4NC+401?- 101 /fiCi C-6 . 10 4 • mot) 5. Surety: (Payment bond required by owner from contractor, if any) Name and 4ddress: I/4- Amount of bond $ 6. Lender'sj name and address: N f 4 . FL. 33o13 STATE Of FtnR+DA, r:otuNTY Of DADE I KK Y CERTipY th Y thii is a tru& copy Of tbe Ort¢�'1fi 7. Persons within the state of Florida designated by Owner upon provided bar Section 713.13(1 )(a)7., Florida Statutes, Name and ;address: N I vlrtrtr�:�: HARD 8. In additipn to himself, Owners designates the following perso in Section 713.13(1)(b), Florida Statute's. Name and address: s) to r otq.er. documents =m ircuitand County Courts D.C. as ceive a copy of the Lienor's Notice as provided 9. Expiratio;n date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ate is specified) Signature of Owner Print Owne 's Name, LE0 ✓, t'zD Sworn to and subscribed before me this / D.day of JCt.f1,e., 3< Notary Public Print Notary's Name My commission expires: 123.01-52 PAGE 4 10/04 verzPee- AgN Prepared by --P E-e- V-t , 20 / 0 3 O 5 6,c1 10`� Address: i4E3 E • .23 - JEANNE SAPP A,. ,- MY COMMISSION # FF 945218 B EXPIRES: December 20, Mon rl,.i�., Bonded Thru Notary Public Underwriters Miami Shores Village Building Department BUILDING �. PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC %ROOFING 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20r4 Z 18- tc0014 Master Permit No. -• t Sub Permit No. ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: 1300 1 Al; �L-- • ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#: I 1-320L-O 13" 630 1 Occupancy Type: Load: Construction Type: Miami Dade Zip: 33 (3 ? Is the Building Historically Designated: Yes Flood Zone: OWNER: Name (Fee Simple Titleholder): 1j4OP4 AS ` 1- % k NO BFE:. FFE: Phone#: 3 0 5,343 ' I (o1 Address: 1300 . L�-�� f,�l �" City: - 1 bi/\+4( Tenant/Lessee Name: •a.» _ % a; <, 4r .,= . Email: Phone#: CONTRACTOR: Compa• ny Name: A jc-log_ R iit c- crt "Y Address: I0g3 e 2.3 c r City: (/1 L_ 4i-W State: n......=' RAyikiom h. R.LLLfc State Certification or Registration #: C. - C_-: 1 2 4p -710 Qualifier Name: DESIGNER: Architect/Engineer:N0—:+ 7.4 s RECEIVED JUN212018 Phone 3S'191- 7707 Zip:. 3o 1 Phone#:0S•6'j1a7707 Certificate of Competency #: , ' - . Phone#: Address: Value of Work for this Permit: $ T 9(2'o Type of Work: ❑ Addition ❑ Alteration City: State: Zip: Square/Linear Footage of Work: ❑ New Repair/Replace Description of F ❑ Demolition Specify,+ oloroftcolorthru;t�lej �o t_ 63 2vhn 1`'4J;�A f�1' . tin' trq.ru tP SubmittalfFee $'—`�... P ..v NT:� « r,..01, Permit Fee $ CCF $ i..' e'ff.'E'..P.^?✓ r..;WM„ NvrYw±!�, F/ U=.d'"n'�( .„ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ nS 4Gt tm °1111 9�1x.�.�i; ., 2S!!n !VW t yiii �ti DBPR $ i . - � + i Notary $ E Double Fee $ Bond $ TOTAL FEE NOW DUE $ ing,..azy' N , Bonding Compny.s Name (if applicable) Bonding'Company's Address City . �- `} State Zip • e Mortgage Lender's Name applicable) t. Mortgage Lehde'r's Address ' City 14, State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this /i0V/l/' day of '�`JJ//2C�, , 20 a, by �� 1 ,eilerpt4,arFio is personally kno�nirai to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Print: ' ea,/ L Seal: �; •� b1Y CC $SIct► FF 945218 _ . � i t EXPIRES: December 20, 2019 Bonded Tbru Notary Public Undemiters Signature CONTRACTOR The foregoing instrume was acknowledged before me this (P day off Ipersonally N E.— , 20 I' by -41 to 12iLA,whoisk to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 1 p.. SHIRLEY SPARKS rF MY COMMISSION aT GG 085386 'fftEXPIRES: May 12, 2021 p«: �°•• Bonded TMu Notary Pubic Underwrllers ****************************_O *********,***************************************************************** APPROVED BY 1'1 Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores e Villa 9 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: i1HO14AS 1.----e7mPtiats Property Address: 930o NE- `t AVE- Date: Roofing Permit Number: Dear Building Official: 111-(01-0-S A- l- e iA certify that I am not required to retrofit the roof to wall connections of my building because: XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editi of the South Florida Building Code (1994 SFBC) kii_17-44/iffk D Print Name Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this / O Av day of I w? Notary Public, Sate of Florida at Large A44070} aN MN JEANNE SAPP :M ry ;s WCOMMISSION !FF945218 EXPIRES: December 20, 2019 Bonded Thru Notary Public Underwrders J�� • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 6/6/2018 Property Search Application - Miami -Dade County P Summary Report Property Information Folio: 11-3206-013-6301 Property Address: 9300 NE 4 AVE Miami Shores, FL 33138-2825 Owner THOMAS A LEONARD &W REBEKKAH (LE) REM T A LEONARD &W REBEKKAH TRUST Mailing Address 9300 NE 4 AVE MIAMI SHORES, FL 33138-2825 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 4,236 Sq.Ft Living Area 3,342 Sq.Ft Adjusted Area 3,510 Sq.Ft Lot Size 16,312.32 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value 42 $489,042 $408,177 Building Value $244,296 $244,296 $244,806 XF Value $330 $330 Market Value $733,668 $733,668 $653,313 Assessed Value $244,020 $239,001 $234,086 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $489,648 $494,667 $419,227 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 E27.44FT OF LOT 26 & LOTS 27 TO 28 BLK 46 LOT SIZE 127.440 X 128 OR 18090-4706 0598 4 SE Generated On : 6/6/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,020 $189,001 $184,086 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $219,020 $214,001 $209,086 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,020 $189,001 $184,086 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,020 $189,001 $184,086 Sales Information Previous Sale Price OR Book- Page Qualification Description 05/01/1998 $0 18090- 4706 Sales which are disqualified as a result of examination of the deed 06/01/1978 $82,000 10079- 0560 Sales which are qualified 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: ANCHOR ROOFING COMPANY 1083 East 23 St. Hialeah, FL 33013 Phone (305) 691-7707 Fax (305) 691-2405 Contract Proposal Tom Leonard May 22, 2018 9300 NE 4 Ave 305-343-1607 Miami Shores, FL 33138 Job Site: Same Re -roof tile and three flat roofs (approximately 3,525 sq R of file & 1,900 of flat) as follows: Obtain roofing permit, engineer's uplift test, and all required inspections. Tear off existing roofs down to the wood decks and haul away debris. Sloped roof Tin cap one 30# felt to the deck according to code. Install all new 26 gauge galvanized drip edge, return metal, valley metal, and four lead stack flashings. Install one ply of Polyglass Polystick TU Max self adhering modified tile underlayment. install a hip and ridge tile reinforcement system according to code. Install a 13" flat, or double roll concrete tile, in owners choice of color, using a Miami -Dade County approved foam attachment system. Flat roof Tin cap one rosin paper and one GAFGLAS 75# base sheet to the deck according to code. Mop one ply of a GAF Ruberoid 20 Modified membrane using hot asphalt. Install all new galvanized drip edge, return metal, wall flashing, an all purpose vent, and a lead stack flashing. Mop one ply GAFGLAS Mineral Surfaced cap sheet using hot asphalt. Clean the job site of roofing debris. Contract price: $45,900.00 5-year company leak guarantee Woodwork Note: Price includes 100 feet of rotted wood replacement (decking only). All other woodwork and re - nailing of the wood deck (if necessary) will be charged at $40.00 per man-hour plus materials. Exclusions: Permits and work by other trades, (such as plumbing required by city officials for gas vent), painting of new wood, and any additional work not mentioned above. Terms: 10% deposit with a signed contract, 25% upon tear -off, 25% upon mop -in, 30% upon tile delivery, and balance due upon completion and final inspection. NOTE All rotted wood to be replaced on a time and material basis or as noted in contract. Additional concealed roofs will need to be removed and hauled away: this additional work if necessary will be an extra to the contact price. It is agreed that the owner will pay additional costs to perform this work.. Due precaution willbe taken when wading around toof gutters, however we will not be responsible for any damage to the gutters. It is recommended that they be removed prior to re -roof work commencement. This proposal when accepted shall constitute the entire agreement the patties hereto. We will use precaution during inclement weather when re -rooting, however, we shall not be held responsible for any interior damage to budding. including plaster. furnishings and personal belongings during progress of work. We shall not be responsible for any damages or delays due to strikes. fire. accidents, or other causes beyond our control, nor for inherent defects in the premises or structure, (including hidden gas lines, water lines, electric lines. etc, that are too dose to bottom of roof deck), in which work is to be preformed on. Due precaution will be taken but contractor must be allowed access to buiidingss and will not be responsible for any damage to lawns, landscaping, sidewalks, driveways, sprinkler systems, water lines septic tanks or lines, screen enclosures, pools and patio decks. Please be advised that in the areas where you have open beam ceilings there will be light debris and dust sifting through the sheathing boards. Failure to notify us of open beam ceilings could result in nails penetrating sheathing boards in which we will not be responsible for. Please take precaution in these areas to cover any carpet, or furnishing that you do not want to get soiled. as we cannot be responsible for any damage. Any loose objects should be taken down as vibrations from work could cause damage. This agreement constitutes the entire understanding of the parties and no other understanding shall be binding unless in wri signed by both parties Any unpaid balance shall bear interest at 18% per annum. and all cost incurred in cotieaion inducting attorney's fees and cost shall be paid by the Contraaee. This quotation is subject to revision if not accepted in 15 days. When this proposal is accepted please sign one copy, whjt;h will our order to proceed with the work. All invoices are d upon Accepted By Owner or Authorized Agent Anchor Roofing Company CC C 1326710 I -- :„The ROOFING CONTRACTOR. Named:below.IS CERTIFIED s ' ,Urtder the provislonsof Chapter 489 FS Expiration date:"AUG 31; 2018 RI LEY, RAYMOND:. -. ,'ANCHOR ROOFING C :1081EAST.233D S - HIALEAH F�. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 RILEY, RAYMOND ANCHOR ROOFING COMPANY 8531 NW 172ND ST MIAMI FL 33015-3749 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! RICK SCOTT, GOVERNOR • (850) 487-1395 EEAi 4 c STATE OF FLORIDA 11 p; DEPARTMENTOF BUSINESS AND -- PROFESS LR-EGULATION CCC1-326710y.c;,r - ,I SUEb 07/24/2016 ! --t . ti CERTIFIED ROst tp C iON:-- 3R RILEY ERAYMOLV. 3 s' �.; ANCHOR•ROOFI 1r "C^� yA a ??a -44 ISaCERTIFIED under the':provisions of.Ch.489 FS Expiration date. AUG 31,,,2018 - L1607240001764 3 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENTOF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD LICENSE NUMBER ` ...._ .. .. CCi3267,-10' -..- ,., .._ ,.._�... ISSUED: 07/24/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607240001764 A E, CERTIFICATE OF LIABILITY INSURANCE E (MM//2017 DD/YYYI� 12/1 DATE • 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 Coastal Insurance Group 150 Westward Drive Miami Springs FL 33166-1660 CONTACT NAME: maria santelices PHONEFAX /C. No. Extt:305-887-5999 (A/c, No):305 887 7809 a IL ADDREss:msantelicesecoastalinsgroup.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Colony Insurance Company 39993 INSURED ANCHO-1 Anchor Roofing Co. Pete Riley 1083 East 23 Street Hialeah FL 33013 INSURER B : INSURER C : INSURER D : INSURER E: INSURER F : COVERAGES CERTIFICATE NUMBER: 843431040 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 INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY Y 103GL0012052-02 12/3/2017 12/3/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $100,000 MED EXP (Any one person) $5,000 CLAIMS -MADE [X OCCUR PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $2,000,000 GEN'L AGGREGATE —{ POLICY LIMIT APPLIES JE PER: LOC $ AUTOMOBILE LIABILITY SCHEDULED LIMIT (Ea accident) (Ea $ 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' UABIUTY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Roofing Contractor License # CCC 1326710 ERTIFICATE HOLDER CANCELLATION I Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE EN ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AC�RO® `.I CERTIFICATE OF LIABILITY INSURANCE DATE (YWDDITYYY) 12/08,2017 AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS BY THE POLICIES AUTHORIZED • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), 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 WANED, 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 FRSA Self Insurers Fund, Inc 4099 Metric Drive Winter Park, FL 32792 COIITACT DebraGuidry,CPCU NAME: f PHONE c, NQ Ems. (800) 767-3772 F (407) ) 671-2520 (A/C, No): E-MAIL ADDRESS: debra�frsas'rf.cem INSURER(S) AFFORDING COVERAGE NAIC • INSURER A: FRSA Self Insurers Fund/ Evanston Insurance Co. 35378 INSURED Anchor Roofing Company 1083 E 23 Street Hialeah, FL 33013 INSURER B : INSUNER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POUCY EFF MIWIK YYTY) POLICY EXP 011WDO/TYYY) LIMITS COMMERCIAL GENERAL LIABILITY N/A EACH OCCURRENCE S CLAIMS -MADE OCCUR TO RENTED PREMISES PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PRO- J.cf PER: LOC GENERAL AGGREGATE S PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY SCHEDULED AUTOS NON -OWNED AUTOS N/A COMBINED SINGLE LIMIT (Ea accident) S BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per aoddent) $ $ UMBRELLAIJAB EXCESS LIAR O OCCUR CLAIMS -MADE N/A EACH OCCURRENCE S AGGREGATE $ DED RETENTION t i A WORKERS COMPENSATION NIA N 870-033159 / 3DY3150 01/01/2018 01/01/2019 X PERTUTE OT AND EMPLOYERS LIABILITYER ANY PR(WRIETOR/PARTNEWE)CECUTIVE oFFICEwMEI BERExcLUDEm (Mandatory in NH) If yes, descrae under DESCRIPTION OF OPERATIONS below Y / N N E.L EACH ACCIDENT S 100,E E.L. nLSFASE - EA EMPLOYEE $ 100,E E.L DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) REMARKS: Non -cancelable, without 30 days poor written notice, except for non-payment of premium which will be a 10 day written notice. Lic#'CCC1326710, Raymond Riley' CERTIFICATE HOLDER CANCELLATION Attn: To Whom It May Concem Village Of Miami Shores Building & Zoning Dept 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 Debra Guidry CPCU Underwriting Manager ACORD 25 (2014/01) ®1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City I -TA E 4 City of Hialeah Business Tax Receipt 2017-18 ______mayor—Carlos-Hermandez--- 1464•ry_. 44.14 rvbkA • am, '• , , No: ......-23 8160 .r.1.9,............................(OLD,L7 17 .. -,.-'7.5c----- ;.. v" ----- f .-.‘ t........ aos,,,,... , ..... AMIN. ••••••••111*...... 0.101, IT •1•1.4.1.1,1* 7 .....,..e., .-, - '''. ''.., ---"ie--•-•2-1Lr.:-..*,,r-:‘, 'The,""--personcfirmorcortitiised:heretauaidlhe,bustnessIu required toiengage in -or operate,thelbttsiness-speci . *regulib iiite-r•Fi• *a ":3*' -, r- "-.1:r-' T. t... • .: ., ; , , .., • • ;54 r •:.----:7 ,:-.,;m7 .i.-A„,e.i,1 .;, , .. -.. . .1...n.,,.. W.a. . iz.OwnenrANeHORtROOFING-16011,4P...........,•--vi:;‘,.%'1.4,....,:rd- , ....---,—........,_ - i4zype4-of Business ,!..Rapf iTig;Cpritract-,ori;ti_i:„ A, , ecom-,....vati..lik.suct-ai....s...tsiroaaccmior;*1"ttritimigirwt1414,914140wes.1.4:catkapv,insorresivaiosiorA#rerific-,-040#•--474Fr..E..mkrerxrc.„42,etrw.x...o. - v)..,,,,,,,,,,-1, ......"....a..-2.•=7.4=7,047-=.-...»"4...voes,..., 4 ,...,,,,,,-...,..t.7."*.......4,,torr.v....-0.." ...,i ' - 4 Tr., _ , ..... ......... - o .... .c....1.....-..rt A...tit,t,M, Ps 1,`L...,...1,0••41.1at ts,c; lr-ves.xem.. -N..**2--rtwei. , - ,•-esr...—in. ,- .4stt,t-aeleRT.--•-•-a-;,:-.4,egilea'n'a." s.t Iriliftia_lix”. ..... . t - " • ANCHORI**ROOFINGT„COMPANY-,;7-241527:171,;,-..-- s ication,;:r - w'yr •'''-'"`'"€:11083 „ e "..14**'-e`j'-''irt k '---'''"*"""tr. " r""..ts' 'a '30 xi:owes, epleT er 201.8 Q4:;44.0,,z Nitql{:,.71,0112aigr""it;c4,4,;,. 4C. ,•s #. I • 'wiry uati v v v mor-s•Bir •-•res"turri.e-moosli-.- 143."- THIS IS NOT A BILL - 003429 Local Business Tax Receipt Miami -,Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY 2808351 BUSINESS NAME/LOCATION ANCHOR ROOFING COMPANY 1083 E 23 ST 'HIALEAH FL 33013 OWNER ANCHOR ROOFING COMPANY Worker(s) 2 . - RECEIPT NO. RENEWAL 2940626 • EXPIRES SEPT-EMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR CCC1326710 $45.00 07/11/2017 CHECK21-17-058215 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmentql or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vqlticteq:-Miami-Dade Code Sec 8a-276. For more information, visit Adatlikawormakgw PAYMENT RECEIVED BY TAX COLLECTOR ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master F'e mit No. Process No. Contractor's Name 1' CAQ-Pr— gctorieNic, LAzRFC)y Job Address i 3Qo thl. G.--- 4 4V RECEIVED � JUN 21 1018 y_ ROOF CATEGORY 'Low Slope 0 Mechanically Fastened Tile Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Shingles/Shakod.•. • . . 0 Prescriptive BUR-RAS 150 ROOF TYPE ••••.. ❑ New roof ❑ Repair 0 Maintenance Reroofing • • • • • •D R�elerinp • • ROOF SYSTEM INFORMATION "" ' " "•• • •"1 • Low Slope Roof Area (SF) $%� Steep Sloped Roof AREA (SSF)35 fl.�Total (SFh n� . • • • • 1• .. • • • Section B (Roof Plan) • • • 1. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and.or+erfrow drains. Include dirieri ' is sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • • • • • 1 I .... .. • • 1 1 1 1 1 1 1 1 1 •.•.j• ••••.k. • • 14tL 1L z;5 )4ia 7,4.-15 • . . • • r , r 15_w.� • i cr — -- - + 1 Tat-1* j 5 / ii ,; ‹ , AOPF 6• J* L .. ..�� C F 1 1 1 0 1 III 1 rt • 1 z o • • 1 all UJ Q II FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL° . ROOF ASSEMBLIES AND ROOFTOPSTRUCTURES 1 Insulation Base Layer: N 1 fr 1 1 Base Insulation Size and `thickness: 1 Base Insulation Fastener/Bonding Material: 1 1 Florida Building Code 6th Edition (2017). High-Velocity Hurricane Zone Uniform Permit Application Form 1_ 1 Section C (Low Slope Application) 1 Fill In specific roof assembiy components and identify manufacturer (If a component is not used, identify as "NA") �t System Manufacturer: G' 1 Product Approval No,: / 4 " I' 030 , 0 1 Design Wind Pressures, From RAS 128 or Calculations: g P2:^'� 1.7 P3: IC$. 1- Max. Design -Pressure, -from -the -specific -product approval system: E.- 1 - 5 5 Deck: Type: Fi-Y U 00 b. 1 �� 1 Gauge/Thickness: 5%$. 1 Slope: '1` 1 \ W. 1 Anchor/Base Sheet & No. of Ply(s): 75 . (—.1 J g 1 Anchor/Bas Sheet Fastener/Bondin Material: w 11 tl� ii�� iS M 4 LS_ --1 5 g"- 10 CAPS ��vg + CLf Gam, ri 1/49 1 � rop Insulation Layer: N 1 "+M 1 1 1 1 1 Top Insulation Size and Thickness: Top Insulation Fastener/Banding Material: Base Sheet(s) & No. of Ply(s): {�I (ii- BaseShast Fastener/Bonding Material: 1 1 Ply Sheet(s) & No. of Ply(s): Ri o i1b Ct,- 1 PIy Sheet Fastener/Bonding Material: f+STM sP}41�L-r TYPE_ 1,V 1 Top Ply: Hi . SUgE�c- CRP (( ? 1 PL u Too Ply Fastene /Bo din Material: Surfacing: N IA - Fastener Spacing for Anchor/Base Sheet Attachment: Field: �" oc @ Lap, # Rows � @ 9 " oc Perimeter: � " oc © Lap, # Rows 4 @ 6 " oc Corner: 6 " oc © Lap, # Rows 4 @ to oc Number of Fasteners Per Insulation Board: N .... Field Perimeter • • , • Cpmer . • • • • • Illustrate Components Noted and Deta�ilgg a /ppiicable:• • Woodblocking, Gutter, Edge Terminatigp, �Srripping, F1ashig, Continuous Cleat, Cant Strip, Base Flab hr g, �;ount ash mg, Coping, Etc.• Indicate: Mean Roof Height, Parapet 1-Tghl;Height:ef.83se Flashing, Component Material,. Material Thickness, ¶astener Type, Fastener Spacing or Submit Ma itrati4ers Details that &oinpiy with 'RAS 111 and .Chapter 16' :. ; . .. • . . • f. .. . • . . ..• . iO / Mean Roof Height • •• i • • .• .. .••:I.. 470 FLORIDA BUILDING CODE —.BUILDING, 6th EDITION (2017) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: -SaizAt_ Roopjooi c / .L c- Notice of Acceptance Number. t e- 07 1 t. O 5 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:— &S. I P1: -- WO 7 Roof Slope: 3 : 12 Ridge Vp ation? Deck Type: I H X 6 " - 7-4. Type Underlayment: A S -f-M 3 @4k Insulation: N �q Fire Barrier: Mean Roof Height: 13 • • • • • •• • • • • . • •• • • • • • • • • • •• • • • Fastener Type & Spacing: Adhesive Type: i••• • • • • ••jj•.•.••- •Io it •i•••• 1 1 1 1 1 1 1 1 1 1 1 1 1 •.1•••• • 1'. ••r••• • • •J••• • ••.••• 5si� ,��ri .••.•. Type Cap Sheet: Roof Covering: .CI* •.• P0Lyc..1.4% Po+-yoc...k---, HAY-1 1 1 5Jb47ty 900 SLAT Y SL3,4 ATE. r4I )74" f 15 MAtts 14,'t s-rf}G,G. b 1 1 Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32;12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 4 MIAMFDIADE COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: 39.1 .681 100.7 0,.315 = x). - Mg: 7.62 = Mr1: - Mg: - Mg: 7.62 7.62 = Mr2: = Mr3: FC781 NOA Mf NOA Mf NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127":..•.: •..• • •.•. •• • . . .. . .. • For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greatei than or equal jo the Fr values, fgr each area of the roof, then the tile attachment method is acceptable. • • • • .•.• P1:IJxI:= P2:xl:= xw: P3:1-7xl:F,_�xw: xw:n= -W:f_ =r-i-w:r7=1-1 -W:L1=17-1 xcos 0:=Fr3:n:1<_ . NOAF'. • • • • • •• = Fr1: •• •• • < l • • • x cos 0: ® x cos 0: = Fr2:n1 Where to Obtain Information to complete tile calculations •• NOA F' 4IOA F' •• • • Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier k Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w = width Product Approval (NOA) M IAM_I•C ADM ZbTli Y 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 proddet'dr• material fails to perform in the accepted manner, the manufacturer will incur the expel Q •of such to itt.rg and the AHJ may immediately revoke, modify, or suspend the use of such product or material wit4im • • their jurisdiction. RER reserves the right to revoke this acceptance, if it is determine.4k iami-Dads County Product Control Section that this product or material fails to meet the requirewilts of the.. . applicable building code. • • This product is approved as described herein, and has been designed to comply withi.t ie nerida Ht i+. ing Code including the High Velocity Hurricane Zone of the Florida Building Code MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.miamidade.eov/economy • • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood D ticks. • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name of 1ogd, city, k?tft '. and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted. • herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI.DADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 1 of 30 Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: ROOFING SYSTEM APPROVAL Roofing Modified Bitumen APP/SBS Wood -75 psf. Product MatrixT' 102 SBS Membrane Adhesive TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification ASTM D3019 GAFGLAS® #75 Base Sheet GAFGLAS® #80 UltimaT" Base Sheet GAFGLAS® FlexPly' ' 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-We1dTM Smooth Ruberoid® SBS Heat-WeldT" Granule RoofMatchT" SBS Modified Granular Ruberoid" SBS Heat -Weld" 170 FR MIAMIDADE COUNTY APPROVED Dimensions 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide (1 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 D4601 ASTM D2178 ASTM D2178 ASTM D3909 ASTM D3909 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 Product Description Fiber reinforced rubberized cold -applied adhesive for modified bitumen roof systems. Type II asphalt impregnated and coated glass mat base sheet. • • • • • Type II asphalt inpregtigted and eaated, fiberglass base she8f. ' ' • Type VI asphalt imps.hated gigsVeit with asphalt coating+. . • • • • Type IV asphalt iftij giiated glA,t'it with asphalt coating.... . • Asphalt coated, glass (fi er mat.cap s1 eet surfaced with mirratprnules. • Asphalt coated, glass filibr malcAAslieet surfaced with mineral.inules'with ' factory applied EnergyC'oteT"' • • • • • • • Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. A nailable, 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 • Product Ruberoid° SBS Heat -Weld' 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® EnergyCop- Torch Granule FR Ruberoid® EnergyCap'" Torch Granule Plus FR RoofMatch'M APP Modified Granular Ruberoid® Torch FR MIAMI.DADE COUNTY APPROVED Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 107 sq. ft. (9.9 in2) 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 siirJ ed with mineral granules. .• Non -woven polyester mat coated meith polymer-modified•astink and smooth surfaced. • Non -woven polyestet idat coated yviTII polymer -modified asphalt and surfaced with mineral grannlesi . • • Non -woven polyegtgTa coated vvith fire retardant polymer modified asphalt and surfaced with mineral granules. • Non -woven polyester mat coated vi4h fire • retardant polymer -modified asplrelt rind 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 EnergyCote". APP modified cap membrane with a torch grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteTM. Non -woven polyester mat coated with APP polymer -modified asphalt and surfaced with colored mineral granules. Non -woven polyester mat, coated with fire retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 3 of 30 Product Ruberoid® 20 Ruberoid® 30 Ruberoid' 30 FR Ruberoid®EnergyCap'" 30 FR SBS Membrane Ruberoid® Dual FR Topcoat® Elastomeric Roofing Membrane Topcoat® MB Plus Topcoat® Surface Seal SB FireOut" Fire Barrier Coating VersaShield® Fire -Resistant Roof Deck Protection MIAMI-DADE COUNTY APPROVED Dimensions 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 1 meter (39.37") Wide 39.37" (1 meter) Wide 1, 5 or 55 gallons 5 or 55 gallons 5 gallons 5, 55 gallons 42" x 100' rolls Test Specification ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6163 ASTM D6162 ASTM D6083 Proprietary ASTM D6083 Proprietary ASTM D226 Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified 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 witb.. • mineral granules. •• • • • • • An acrylic, water bastd elastomeria • • membrane system tlEgiritd to protect • various types of robfirig's"urfaces. • Water based, low vt timer >isod to. ••. • •• block asphalt bleed i:.ou.gh. Solvent based spraya61e.thermoilaStic• rubber sealant desigaed•to protect and restore aged roof sirface: and to increase a roofs reflectivity • • • • Low VOC, water-btd fire barest. • • • coating. Non -Asphaltic, fire resistant fiberglass - based underlayment. NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: Product Name EnergyGuardT' Polyiso Insulation EnergyGuardT" RA Polyiso Insulation EnergyGuardT"' RN Polyiso Insulation EnergyGuardT"' Perlite Recover Board EnergyGuardT"' Perlite Roof Insulation EnergyGuardT"" RA Composite Polyiso Insulation Structodek® High Density Fiber Board Securock® Gypsum -Fiber Roof Board APPROVED FASTENERS: Fastener Number Product Name 1. Dri11-Tec' ' #12 Fastener 2. Drill -Tee' #14 Fastener 3. Drill-TecT" XHD Fastener 4. Drill TecT"" AccuTrac® Flat Plate 5. Drill-TecT" ASAP 3S 6. Drill Tec'" AccuTrac® Recessed Plate 7. Drill-TecT"' 3" Steel Plate 8. Drill -Tee 3" Standard Steel Plate MIAMI•DADE COUNTY APPROVED Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 Product Description Carbon steel fastener used 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- TecT"' #12 Fastener, Drill- TecT"' #14 Fastener and Drill -Tee #15 Fastener. Drill-TecT"' #12 fastener Various with Drill -Tee 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 -Tee fasteners. Round galvalume plated steel stress plate with reinforced ribs for use with Drill-Teefasteners. 3" 311 Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States GypsYm.corp.• • • • • • • •• • •.•• .... • • • • • . Manufactw-er. Dimensions (With.turreat NOA) • • GAF* • •• •.• • . • • GAF' • • •• • . . •• . •. • • • • •.• GAF GAF GAF GAF GAF GAF NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT-ARCON Inc. Trinity' ERD MIAMI.DADE COUNTY APPROVED Test Identifier 3001276 1B9A8.AM 3D4Q2.AM OD1A8.AM R1306 4483.04 97-1 02-005 02-014 01-039 G30250.02.10-2 G30250.02.10-3-R2 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4-R2 G34140.04.11-5-R3 G40620.07.12-2 G40630.01.14-1 G40630.01.14-2A G40630.01.14-2A-1-R 1 G40630.01.14-2B-R1 G40630.01.14-2C G40630.03.14 G43190.03.14-1 G43190.03.14-2 G43190.05.14-R1 G43190.11.13-1 G43610.01.14 G46160.02.15-2D G46160.03.15 G46160.09.14-2A G46160.09.14-3A G46160.09.14-3B G46160.09.14-3C G46160.12.14-3E G6850.08.08 G6850.08.08-R1 G6850.10.08 G6850.11.08 SC6870.08.14-R1 Description 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, • • 03/31Tt0 • 01/1371 j•. • 04/25i r 1 6/4/201 ! • 6/4/Of • • 07/1.7/12. .... • . . 01/C6.t4" • 01/07/14 •• 04/1p114:. • 01/1'5/15 01/0e/T4• 03/06/04. 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 1 EVIDENCE SUBMITTED: (CONTINUED) Test Agency 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 C1289 10/22/12 GAF-464-02-01. ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 AX04C9A ASTM D6162 06/0549. • • .... • . . • ..• • .... . • •• • • • • •••• .. . • • • • ....• • .. • • .. • • .. . • . • • • . • • • • • .. .• • • .. • • . • • • 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: MIAMI•DADE COUNTY APPROVED FireOutTM Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or Securock® Gypsum -Fiber Roof Board. GAFGLAS`- #80 Ultima T" 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® F1exPlyT" 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 tvvo rowsc • • o.c. in the field. • • • ••• • (Maximum Design Pressure —45 psf. See General Limitation.#07 . • • • •••• • • • •• • GAFGLAS® Ply 4, GAFGLAS® F1exPly' ' 6, GAFGLAS® #75 B :s 'heet of a ny of above base sheets attached to deck with Drill-TecT°' #12 Fast r,•Drill-Trcw• • • #14 Fastener or Drill -Tee" XHD Fastener and Drill -Tee' 3" Stt41•1;late, D�ill- TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed.)?fatainstall:c. 1 " o.c. in 3 rows. One row is in the 2" side lap. The other rows a:e tritely spaced approximately 12" o.c. in the field of the sheet. • • (Maximum Design Pressure —45 psf. See General Limitation V7).. • •. • 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 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 UltimaT" Base Sheet, Ruberoid®20, Ruberoid®Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psi See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tee' #12 Fastener, Drill-TecT" #14 Fastener or Drill-TecT" XHD Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" 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) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecT" 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 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-TecT" #12 Fastener, Drill-TecT" #14 Fastener or Drill -Tee' XHD Fastener (Continued) and Drill-Tec' 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac® Recessed Plate installed 8'.' o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 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, RoofMatchr" SBS Modified Granular, Ruberoid® Mop Plus Granule, Ruberoid®20, Ruberoid®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.(s • Or One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop tisane, ...•. •. • RoofMatchT" SBS Modified Granular, Ruberoid® Mop 170 FR,4 oid® Mop •• • Plus Granule, Ruberoid®20, Ruberoid® 30, Ruberoid®EnergyCV1'310'FR SBS • • • Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in NIArrixTM 182.SIN • • Membrane Adhesive at an application rate of 1-2 gal./sq. • • • • • Surfacing: Optional on granular surfaced membranes; required for Math membranes. . Chosen components must be applied according to manufasfurerts application '. instructions. All coatings must be listed within a current 1'OA.• • • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respective?}, in floocii t'. • • of Approved asphalt at 60 lbs./sq. • • • 2. GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT" 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 to1.5 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 WOOD DECK SYSTEM LIMITATIONS: i A slip sheet is required with GAFGLAS® Ply 4 and (IAFGLAS® FlexPlyTM 6 when used a� mechanically sren.ed base or 2nchor shoe' 2. Minimum a" DensDeck' Roof Board or %i" Type X gypsum board is acceptable to be instailed directly over the wood dcck. 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 he installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall he adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall.ite • • placed every 12' in each ribbon to allow cross ventilation. Asphalt applicationof either systeM •sfiall • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum • • design pressure of -45 psf. • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristicce Fs,r ( F') Yalueof 275 lbf., as tested in compliance with Testing Application Standard TAS 105. ?f tbeJastene: value' . • as field-tested are below 275 ]bf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is awed on a minimum fastener resistance value in conjunction with the maximum.desigfgltlt listed within • • • a specific system. Should the fastener resistance be less than that required, as dttermihed by tbe.:. 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 sineipg 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 re a -red sig ned p and sealed by_a_Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field; perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMIOADE COUNTY APPROVED NOA No.: 14-1030.02 Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 I1.-71r1J.R1JVV - rCVVIIIIy JybLCi1IJ II11I.I://UaLdUabC.U1.1,V111/L.tJ.I-UIII/AI V/ICI IIplcILC/L1JCA I/1rry i"I., MINE CERTIFICATIONSUJRECTORY TGFU.R1306 Roofing Systems paae Bottom Roofing Systems See General Information for Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361.ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT' or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. _ 1/2-In. thick (minimum) gypsum board or-1/4-in. thick (minanum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard, "DensDeck Prime® "-Roofboard"-or'"DensDeck DuraGuardRoofboard" may'be-usedinany existing-noncombustible•deck-Classification." When this -is -done; -the resulting roofing -System is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or"DensDeck DuraGuardm' Roofboard" are to offset a minimum of 6-in. with the, butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overiayment board. Multiple. plies of "GAFGLAS® Ply 4" or'Tn-Ply® Ply 4" or TMri-Ply® Ply 6" may. be adhered to Georgia-Pacific Gypsu•m. �C "Densl e�ck ®Roofboard, � DensDeck Prime® Roofboard" or "DensDeck DuraGuard Roofboard" in hot roofing asphalt. • • • •• •• • •••• • "EnergyGuard"" Ultra"is an acceptable alternate to'"EnergyGuard"' RF" in any applicable Classification:- • . • • • •• • • "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)" may be Mechanically attached or hot mopped overrroneanbustible decks and as r • recover over existing roof systems. ••.. • • • • • • • • • • "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuard"" RF" insulation in any of the Ft:Wol ing systel is. • • • • Unless._ otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or ULClassffied urethanewnsrlstion adhesive. Potystyrene referenced in any of the following Classifications include "EnergyGuard"' EPS:Insulation". • • • • • • _Unless otherwise indicated,: all. insulations may be adhered with any UL Classified Insulation Adhesive per --the mare facRirt rs installation instructions • • (excluding'LRF Adhesive 0) in any applicable Non -Combustible. Roof Deck Classifications. • • • References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". • • • •• • "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardr"." in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2-asphalt. glass mat base sheet ("GAFGLAS® #75 Base Sheet" or'Tri-Py® #75 Base Sheet", or "GAFGLAS® #80 ULTIMA") is a suitable ..altemate.forType G1_asphalt glass_fiber.py sheet ("GAFGLAS® Ply 4" or'Tri-Py® Py 4", or "GAFGLAS® Ply 6") in the Class A, B or C roof systems indicated below,. —The-roof_deck_may_first.be._covered_with_one _ply Type_G2,asphait saturated_glassmat base -sheet "GAF Stratavent® Eliminator" Venting Base Sheet jFerfioFafe3j" or"GAF Stratavent® Eliminator " Venting Base 5neet (NallableJ " Perforatedbase sheets to be%ose laid or fully adhered with hot roofing asphalt and nailabie'base sheets are to be mechanically attached granule side down. • As anoption Type G2 asphalt glass mat base sheet:("GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator"', Venting Base Sheet (Nailable)" may be substituted for Type Gi asphalt glass fiber ply sheet("GAFGLAS® Ply 4" or -_ "Tri-Ply® Ply 4" or "GAFGLAS®.Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise Indicated, all Insulations may be hot mopped or mechanically fastened. °GAFGIAS®-Flashing-or."Ruberoid®". may-be.used-for-flasfiingan any of the -Class -A, B,or-C systems -listed below........ When "petite" s referenced,this-includes-"GAFTEMP PERMALITE®" -or any other UL_Classifiedperliteinsulation Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck In the following Class A,g or C systems listed over C-15/32 or • • • • •• • •• • The use of.gypsum board-under-any_of.the following Class.A,:B orC_systems does not adversely affect the rating. The use of 1/2-in. minimum thick gypsum board s an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3 -in. thick periite board and deck with rosin paper (perlite/rosin paper/polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. 1 of 47 2/27/2014 9:48 AM i t Jr V.Ri3uu - RVIJl Il ly• Jysiei l is nttp://aatanase. UI.cOm/cgl-DIn/XY V/template/LISEXT/1FRAM. "EnergyGuardT" RA" or "Tapered EnergyGuardT" RA" or "EnergyGuarcr" Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri-Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6". "GAFTEMP Permafte Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "TOPCOAT® Fireshieid MB" at 21/2 to 3-gaV100-ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT' "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Class A,Band C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Dedc: C-15/32 Indine: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. -Ply Sheet: — Three -or more plies --Type G1 or "GAFGLAS® Ply 4" or "Tri-Ply®-PIy.4"-or"GAFGL-AS® Ply 6" hot mopped. - Surfacing: — Gravel. 2. Dedc: C-15/32 Incline: 2 •••• Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or.urethine or • .... • perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate compesiteorrhenolic, ant thickness. Ply. Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Py_64'. • • •' • Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cep poet " or "G14fGiA16® EnergyCapT" BUR Mineral Surfaced Cap Sheet." • 3. Deck: NC Incline: 2 • • • • • • • Insulation (Optional):.- One or more Layers peiiite,-woodfibeyglassfiber, polylsocyanurate urethane• composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 in maximums a • • PIy.Sheet: — Two or more plies Type G1 "GAFGLAS® Py 4", "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". -Cap-Sheet: One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-Ply® Mineral Surfaced i!p EnergyCap" BUR Mineral Surfaced Cap Sheet." • • •• • • • • .. • • • •• porLta,fpolyisoc anurate - - •• • • I t" or "GAFGLAS® • • • • • • 4. Dedc: C.15/32 Iodine: 1 • • • � • • • • • • • • •• • •• • • Seet (Optional): -.Red rosin -paper, nailed to deck: - • • •' •' lip.Sh Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening -System" or any UL Classified insulation adhesive. Base Set: — One ply Type G2 "GAFGLAS® *75 Base Sheet" or "Tri-Py® #75 Base Sheet" (may benailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Py® Ply 4" or GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap" BUR Mineral Surfaced Cap Sheet." Surfacing (Optional): — ""TOPCOAT® EnergyCoteT" Elastomeric Coating" applied at a rate of 2-gaV100-ft2. 5. Dedci NC Indiiie: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet". -Ply Sheet: — One or more plies Type G1: °GAFGLAS® Ply 4". or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EriergyCapT" BUR Mineral Surfaced Cap Sheet." 6. Dedc: C-15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite,_ phenolic,,1:in, minimum_(offset a. minimum-of;6-In:;from plywood .deck .joints). Base Sheet: — One or more plies Type G1 or TypeG2 Type or G3. Membrane:-- One or more piles Ruberold® Torch Smooth" or"Ruberoid® Torch Granule or Ruberoicl® Torch Granule -Plus" or - "Ruberold® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch" SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or "ROOFMatch" APP Modified -,,Granular"=or-'TrI=Py® TP=4G"=or-="Tri-Py®=TP-4"-or "Ruberoid®-Duai-Smooth . Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet"or "GAFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. - - 7. Dedc: C-15/32 - Incline: 2 - Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. • 2 of 47 2/27/2014 9:48 AM I vI L1.rc ..JUU - rwvtn ly .!yawn la I IU.IJ.// uacavac.ul.LuI l i/ Ly, 1-U11 I/ A I V / LCI I'imam/ LL LA 1 / PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more e plies'Ruberoid® Torch Smooth" Ruberoid® Torch Granule" "Rubero`d® Torch Gr nule Plus" or "Ruberoid® Mop Smooth" "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Ruberoid® Mop Plus Granule" or "ROOFMatch"" SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or "ROOFMatch'" APP Modified Granular" or 'Tri-Ply® TP-4G" or "Tri-Ply® TP-4" or "Ruberoid® Dual Smooth". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. 8. Deck: NC Incline: 2 Insulation(Optional): — Perilte or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet". Ply Sheet: — One or more plies Type Gi "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. Surfacing: — "TOPCOAT® Fireshield MB" applied at 21/2 to 3.0-gal./100-ft2. 9. Dec*: C-15/32 Incline: 1 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Three or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — "GASFGLAS® EnergyCapT" BUR Mineral Surfaced Cap Sheet". 10. Deck: NC Incline: 1 Insulation (Optional): — One or more layers perllte or wood fiber or glass fiber or.poylsocyanurate orurethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. .-Ply-Sheet: — TWo or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6". Cap Sheet: — "GASFGLAS® EnergyCapr' BUR Mineral Surfaced Cap Sheet". 11. Deck: NC Indine: 2 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply® #75 Base Sheet". • • Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply® Ply 4" or "GAFGLAS® Ply 6".• • • Cap Sheet: — "GASFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet". • • • 12. Decc C-15/32 Incline: 1 • •••• • • • • • • • • • • • • • • • • •• • • Insulation — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/poyispZ1Aa11drote comjrd§lte ti pertite/urethane composite or phenolic, 1-in. minimum (insulation joints offset a minimum of 6-in. from plywood deck junts)• • Base Sheet- One or more plies Type Gi "GAFGLAS® Py 4" or'Tri-Ply®:PIy.4'' or "GAFGLAS®,Ply ;6• gyType G2 "G.FGLA�®-#75 Bgse: • Sheet" _or'Tri-Ply® #75 Base Sheet" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-Ply® Mineral burfacebiap.S eet". Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule" or "Ruberoid% td}ch-Grandle.Plus" or • "-Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid®-Mop Smooth Plus" or "Rubetrolid®+Miop Granule" or "Ruberoid® • Mop -Pius -Granule" or "ROOFMatch"" SBS Modifed Granular" or 'Tri-Ply SBS Modified Bitumen Membran4' or •RC;OFMatcr"" APB Modified • Granular" or 'Tri-Ply® TP-4G" or "Tri-Ply® TP-4" or "Ruberoid® Dual Smooth." Cap Sheet: — "GASFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet". • • • . • • • • 13. Dedk:TC=15/32 •••__....t _.••_--• -_ --- •- ._ Inclined 1 ••• • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or -_,pedite/poyisocyanurate composite orperlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. _ Base Sheet: — Two or more plies Type G2 "GAFGLAS® #75 Base Sheet", 'Tri-Ply® #75 Base Sheet", or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri-Ply® Mineral Surfaced Cap Sheet". Ply` Sheet (Optional): — One or more plies Type G1. Membrane:_— One or more, plies "Ruberoid® Torch Smooth" or "Ruberoid® Torch -Granule" or "Ruberoid® Torch Granule Plus" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberoid® Mop Granule" or"Ruberoid® =-Mop Plus-Granule"-or"ROOFMatch""-SBS°Modified Granular" or'Tri-Py®°SBS 'Modified ::Bitumen-Membrane"or"ROOFMatch" APP Modred -- Granular" or "Tr! -Ply® TP-4G" or 'Tri-Ply® TP-4" or "Ruberoid® Dual Smooth". Cap Sheet: — "GASFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet". 14. Deck: C-15/32 Inane: 2 :Insulation=(Optional): —One or more layers perlte or wood fiber or glass fiber or polyisocyanurate perlrte/polyisocyanurate composte or' wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot roofing asphalt. Bathe -Sheet: — One ply "GAFGLAS® Stratavent Eliminator Venting Base Sheet" or Type G2 fully adhered with hot roofing -asphalt Ply Sheet: — Two or more plies Type G1 or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or-"Ruberoid® 2 0"-or "Ruberold®-20 HT" fully adhered with hot roofing asphalt - •Membrane: - "GAFGLAS® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapr' BUR -Mineral Surfaced Cap Sheet" fully -adhered with hot roofing asphalt . . 15. Deck: C-15/32 Incline: 1 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG- Inc.-"OlyBond Fastening System" or any UL Classifed insulation adhesive. Barrier -Board: — Minimum'/4-In. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or ---"DensDeck buraGuardn' Roofboard" or minimum-V4-in. thick Untied States Gypsum Corp.-"SECUROCK®-Roof-Board"-(Type-FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-In. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply #75 Base Sheet" mechanically fastened Ply Sheet: — One or two plies Type G1 "GAFGLAS® Ply 4" or 'Tri-Ply 4" or "GAFGLAS® Flex Ply 6" or Type G2 "GAFGLAS® #75 Base • 3 of 47 2/27/2014 9:48 AM r VI v.19 aySLeiiis nttp://data base.ul.com/cgi-bin/XYV/template/LISD(T/1FRAM, 19. Deck: C-15/32 Incline: 1 Sheet" or "Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap Skeet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing (Optional): — "TOPCOAT® EnergyCbte" Elastomeric Coating" applied at a rate of 2-gaV100-ft2. 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness pertite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System" applied as a nominal 3/4-in. bead or "GAF 2-Part Roofing Adhesive" applied as a nominal 2-1/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhesive applied per themanufacturer's installation instructions. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-PIy® #75 Base Sheet", mechanically fastened Ply Sheet — One or two plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® 4" or "GAFGLAS® Flex -Ply"' 6" or Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt Surfacing: — "TOPCOAT® EnergyCote'" Elastomeric Coating" or 'TOPCOAT® MB Plus" or'TOPCOAT® 322 White Elastomeric Coating", applied at a rate of 2-gaV100-ft2. 17. Deck: C-15/32 Indine: 1/2 insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum Us -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"' Roofboard" or minimum Vs -in. thick Untied States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply. Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri-Ply #75 Base Sheet" mechanically fastened Ply -Sheet: — One or two plies Type G1 "GAFGLAS® PIy 4" or "Trr-Ply 4" or "GAFGLAS® Flex Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet"- or-"Tri-Ply #75 Base Sheet" fully adhered with hot roofing asphalt. Cap. sfieet: — One piyType G3 "GAFGLAS®Mineral Sufiaced Cap Sheet" fully adhered with hot roofing asphalt. Surfadng: — 'TOPCOAT® EnergyCote"" Elastomeric Coating" or "TOPCOAT® MB Plus" or 'TOPCOAT® 322 White Elastomeric Coating" applied at a rate of 2-gaV100-ft2. 18. Deck: NC Indine: 1 • • • • •••• •c•••• • • • • Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechaniNJy fattened Vat/PI-id with • "LRF Adhesive M" or OMG Inc."Olybond Fastening System" applied as a nominal 3/4-in. bead or "GAF 2•Iilartaliciofing Adhesive" applied ace• • • • nominal 2-1/2-in. bead with a maximum on -center spacing of 12-in. or any UL Classified insulation adhegige:gied per the nianufacturegs • Installation instructions. Base Sheet: — One ply "GAFGLAS® Stratavent® Eliminator"' Venting Base Sheet" or Type G2, fully adOrtd alrh hot rtdfyig tsphalt • • PIy Sheet: — One or two plies "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "RuberoidO•facp Smoott•Plusi sr "Ruberoid® 20" or "Ruberoid® 20 HT", fully adhered with hot roofing asphalt • • Membrane:---One-ply "GAFGLAS®-Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt • • • • • • •• • Surfacing: — "TOPCOAT® EnergyCote"" Elastomeric Coating" or "TOPCOAT® MB-Plus" or 'TOPCOAT®tt2 tbhite Elastomeric Coating" • • • • • applied at a rate of 2-ga1/100-ft2. • • • • • • • • • • • • • • • • • • • Insulation. (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanicall!festtned oritier with Of& • ---Incr` OBond-Fastening System"-or-any-UL-Classified insulation adhesive. • • • Barrier -Board: — Minimum 1,-in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or"DensDeck Prime® Roofboard" or DensDeck DuraGuard"' Roofboard" or minimum'/4-in. thick Untied States Gypsum Corp. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat -Roof Board"-(Type.SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening. System". or any UL Classified insulation adhesive with butt joints In the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base.Sheet: — One ply "GAFGLAS® Stratavent Eliminator Venting Base Sheet" fully adhered with hot roofing asphalt -Ply,Sheet: — One or two plies "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth Plus" fully adhered with hot roofing asphalt Membrane: — One ply "GAFGLAS® Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt Surfacing: —'TOPCOAT® EnergyCote'" Elastomeric Coating" or 'TOPCOAT® MB Plus" or 'TOPCOAT® 322 White Elastomeric Coating" _ . -- -applied et a -rate af3-gaVi 004t2: .. -,.—.— 20. Deck: C-15/ 2 Incline: 1 k Base Sheet: — One.ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet" mechanically fastened. ..Insulation (Optional): — Any thickness or -combination: perllte or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or ...._hatmapped-or adhered with OMG7nc. "OlyBond-Fastening System" or any UL Classified -insulation adhesive. Base Sheet: — One or more plies "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet", hot mopped or mechanically attached. Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet." Class B 1. Deck: C-15/32 Incline: 3-1/2 Insulation (Optional: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or -perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. PIy:Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-PIy® PIy 4" or "GAFGLAS® Ply 6" mechanically fastened Cap Sheet: — Type G3 "GAFGLAS®Mineral Surfaced Cap Sheet" or 'Tr -Ply® Mineral Surfaced -Cap Sheet" or "GAFGLAS® EnergyCap"' BUR Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • 2. Dedc: C-15/32 Indine: 3-1/2 1 4 of 47 2/27/2014 9:48 AM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE . OF_ AC CEPTANCE_ (NOA) .. Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT. CON-T-ROL. SECTION--.------- . 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Contol•Seition to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdictiph.(AHJ) • • • • • .. . • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count•X oauct Controlsectioti (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tj),er}ght to hvve4his • product or material tested for quality assurance purposes. If this product or material fails td perfrli-m in jhe ggeepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediate ftvoke,modify, or • • suspend the use of such product or material within their jurisdiction. RER reserves the right to Tevoke 417sacceptance,. • • if it is determined by Miami -Dade County Product Control -Section that this product or ma:Ci/ ils to meet the • • requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flbjt}a Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear apermanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section_ _of this NOA shall .be_cause_for-termination_ and removal_ of NOA ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI.DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE _This_NOA_approves a system using. Saxony_900_.(Slate, Shake & Split _Shake)_ Concrete_ Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, -as determined by applicable Building Code; do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Saxony 900-Slate Length = 17" Width = 13" thickness = 1-5/32" Saxony 900 Length = 17" Split Shake Width = 13" thickness = 1-9/32" Saxony 900-Shake Trim Pieces MIAMI-DADE COUNTY APPROVED Length = 17" Width = 13" thickness = 1-9/32" Length: varies Width: varies varying thickness Test Specifications TAS 112 TAS 112 TAS 112 • • . • .. • • .•. • • .... .... • • • • Descriiation • .•. • . . Flat profile, interlocking, liin'pressufe extruded concrete roof tile with two pail holes.: For direct ddCI • • .. .• batten, mortar set or adhwys at applications. Flat profile, interlocking high-pressure extruded concrete roof tile with tv o nail holes.• For direct dra • s.. batten, mortar set or adhesive set applithibus. Top • surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) • • •� 3.Left half brushed 4. No brush Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For -direct deck, batten, mortar set or adhesive set applications. TAS-112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation _ Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida MIAMIDADE COUNTY APPROVED Test Identifier 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test #MDC-77 7161-03 Appendix II & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R1.894/R2.894/R3.894 520109-1 520111-4 520191-1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens' • •. Static Uplift Testing TAS (1 Quik-Drive Screw, Direct DeGk').. Static Uplift Testing TAS 10.2• • • • (1 Quik-Drive Screw, Battenn)• • Wind Driven Rain . • TAS 100 .. .. • • Wind Tunnel Testing • • TAS 108 (Nail -On) : • .. • Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing - - _ TAS 101 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 Feb. 1995 •iftrlfa995 ..•• 4I c 1995 Marc▪ h, 199. • . . • •• .1994 • • 1991 . •'4Yp.1994' July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 • • • • • . . • • • February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 3. LIMITATIONS 3.1_..__ Fire _classification_is..not_part. of_this_acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance -with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. - _ 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION • . • . . .. . • •... . . .... .••. . • . • • • • • •• 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its componeotz shall be staked in sinct . compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 1210' • 4.2 Data For Attachment Calculations . . • .. •. • .. • . • . Table 1: Average Weight (W) and Dimensions (I x w ; • : •• • •, Tile Profile Weight=W (Ibf) Length -I (ft) ••..• Width w (ft) �,.., Saxony 900 Slate, Shake & Split Shake 10.9 1.417 .. a'08 Table 2: Aerodynamic Multipliers - A (ft3) Tile A, (ft3) A (ft3) Profile Batten Application Direct Deck Application Saxony 900 Slate, Shake & Split Shake - 0.291 0.315 Table 3: Restoring Moments due to Gravity = Mg (ft-Ibf) Tile_ — Profile__ 2":12" 37:12" 47:12" 5":12".. 6":12" 7":12" or greater - Saxony 900 Slate; Shake& Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 MIAMI•DADE COUNTY APPROVED NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 - Slate, Shake & Split Shake 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1.#8 Screw -- _ 30.8 -30.8 _. --- -18:2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 •"' • 22.1 • 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 • • 35.6• • • 34.8• • • • • • ' 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 • •�19 •-•- -- •• �� • 32.22 • • .... • Table 5: Attachment Resistance Expressed as a Moment F4 ,(t jl0) • • for Two Paddy Adhesive Set Systems • • • • • • • • • •, --Tile _Profile Tile Application VilArni' num Attachment °, • . _ • Resisrter; e •• • Saxony 900 Slate, Shake & Split Shake Adhesive' • • • 31.32; z. •• • •-.�. • 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBone one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Paddy Adhesive Set Systems Tile - -- - _ Profile Tile Application Minimum Attachment -- Resistance -- Saxony 900 Slate, Shake & Split Shake . ICP-Adhesives Polyset® AH-160 Two -component foam 118.94 40.45 3 Large paddy placement of 45-grams of Polyset® AH-160. --- ---- - - 4 - Medium paddy placement of 24 grams of Polyset®AH=160: Table 7: Attachment Resistance Expre§sed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Set6 43.96 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear__the._imprint_or_identifiable_marking_of_the_manufacturer's_name_or__logo_as_detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. --.-BUILDING PERMIT REQUIREMENTS - •••. • • • ••.. •. • •• . • • • • • • • -- • • • - - 6.1 Application for building permit shall be accompanied by copies of the following:... - •• • 6.1.1 This Notice of Acceptance. • • • • • • •• •• ••. • • 6.1.2 Any other documents required by the Building Official or applicable bui4dirlf coda in ogler to properly evaluate the installation of this system. • • • • • NAIL HOLES 17" MIAMI•DADE COUNTY APPROVED PROFILE DRAWINGS UNDERLOCK 1 SAXONY 900 - SLATE 13" • - • • - • • • • • • - • • •• • •• • •• • •. . . . • • . • • • • • • 1-5/32" (Slate) COVERLOCK NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 NAIL HOLES 17 " PROFILE DRAWINGS Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900.- SPLIT SHAKE MIAMIOADE COUNTY APPROVED • • • • • • • • • 011130" • • • • • • • • • • • • • • . . • • • 1-9/32" (Shake) • • • • • • • • • • - • • - -• - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 NAIL HOLES 17 MIAMIOADE COUNTY APPROVED PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE • • • • • • • • • • • ••• • • • • 1-9/34' (Shake) • • • ^ • • • • • • • 0- • • • • • • • ;- •• • • • • • • • • • • _ • • • • • • • • • • • • • • • • NOA No.: 16-0711.05 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 MIAMI= EME DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass-USA Inc. - 1111.W. Newport Center Drive _._ .-.. -Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)-315-2590 -F (786) 315-2599 www.miamidade.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). - —T-his-NOAshall-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 sus usp _ d en _aT the use of such product or material within their jurisdiction. RER reserves the right to revoke tltiVagceptance, if it is determined by Miami -Dade County Product Control Section that this product or Ateriel•fails to meet the • requirements of the applicable building code. • ••• ••• •• • This -product is approved as -described -herein, and -has been designed -to comply with the Flesite•BuildingCode . including the High Velocity Hurricane Zone of the Florida Building Code. • •• •• •• ••• •• • • • •• ...•• .• •• . • DESCRIPTION: Polyglass Polystick Underlayments . . ..• .. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, eiit31, state andfollowir►g..:. 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. _ ERMINATION. -of-this=NOA=wi1-1=occur---after=the=expiration=date=orrif=t#,erelas-been=a=revisiomorI hange-inthe materials; use,-and/or-manufaeture=of the product orprocess—Misuse—cif-this—NOA--as an-eridorsemen-ofarty fdr 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 theexpiration 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 inspectionat 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. MIAMIDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Roofing Underlayment -'---SBS � APPSeIf-Adhering IVlodified 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 i-TU-Plus -- --(Surface Printing) Manufacturing Location #1 & #2 -Dimensions 65' x 3'3-3/8" Or 65' x 3' 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 3'3 3/8" - -80 -mils thick o ys is S - Manufacturing Location #2 Test - -Product Specification _ -=Description- ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A rubberized asphalt self_adhering,.-glass-fiber/polyester_ reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self -adhering, glass-fiber/polyester. reinforced waterproofing membrane. Dentii.ed as a metal • roofing and roof tile underiannent. . • .. . A rubberized _ asphalt self_adhe n ,_polyegter,'reinfoitter__' •• waterproofing membrane. I %igned as, a roof tile. . -underlayment. ....• ..•...-..... • • • TAS 103 and A rubberizedasphalt waterproofing mepilTraie, glass; ASTM D 1970 fiber/polyester reinforced, mish agranular Surface .' -TAS-103-and- ASTM D 1970 designed for use as a tile roof underlaymentr . . - . A rubberized-asphalt-self--adhering,-glass-fiber/polyester': reinforced waterproofing membrane: Designed as a metal roofing androoftile underlayment. 65181' x 3'33/8' 60 mils thick TAS-1-0-3 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G -Manufacturing Location #2 MIAMI DADE COUNTY APPROVED 65'8" x 3'33/8" 60 mils thick 32'10" x 3'3-%" A homogeneous, rubberized asphalt waterproofing membrane, glass fiber -reinforced -with -polyolefinic- film --- on-the upper surface for use as an underlayment formetal roofing, roof tile, slate tiles and hingle underlayment. TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with. polyolefinic film on the upper surface for_use as an underlayment for_metal -roofing, roof tile, slate ti1esand. shingle underlayment. - - TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with .a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD EVIDENCE SUBMITTED Test Identifier. P-10870.09.08-R_1 P 10870:04:09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-2 P3759007.13=1 P45270.05.14 P46520.10.14 P44360._10.14 P43290.10.14 PLYG-S C 1013 0.06.16-3 PLYG-10130.06.16-1 PRI Asphalt Technologies PUSA-035-02-01 PUSA=055-02-02 PUSA-089-02-01 Momentum Technologies, Inc. LABELING: JX20H7A RX14E8A DX23D8B DX23D8A Test.Name/Report - - -TAS J 03 TAS 103/ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D1970 ASTM D 1623 -ASTM D6164 TAS 103, TAS 110 & ASTM D1623 ASTM D1623 TAS :103, & TAS 410 = ASTM D 1970 & TAS 110 TAS 103 & TAS'1.1.0 ; ASTM.D1970 & TAE•110 ...... TAS 103 .... --TAS-103- • • TAS 103/ASTM D4798•• 55 •.. • . TAS 103/ASTM D479?•ai55 TAS 103/ASTM D4798 & Q155 -T-AS-103/ASTM-D479$•LeC4f55 TAS 103/ASTMD4798 &-G155 Date 12/04/08 r 04/.13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/07/12 07/02/13 05/12/14 10/03/14 10/07/14 •••••d0/17/14 .... 06/27/16 • • •••'n6/27/.lb• • •. 09/294�8' • •' -'..12/10/47.. • • •Q7/06/04•••' • • • • 04/01 /08 • • 1 1/09/A9 . - 02H8Z11-'•-;•------- •••••02/18/10 1. A11-membranes-orpackaging-shall=bear-the-imprint or -identifiable marking of the -manufacturer's -name -or -loge, -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. MIAMI-DADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 INSTALLATION PR 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: OCEDURES: 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 ASTMD 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 rphlimum 4*titad lap!f • .• •• •••• • base sheet only) . .• ••• •. • -Elastoflex S6 G;-hot asphalt applied - See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank • •••• • •_ • • •• •• • • •. • •- • • •.� • • • • •• • .•--•. • • • • •1.'•• • ••n••• • • •• ________System_Type.E(3).______-Base-sheet-mechanically-fastened-to-deek5--subsequent-eap-ii embranelelf-•adhercdd•":- - Anchor/Base Sheet: Fastening: 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) Ply Sheet:-PolystickMTS:P1us,_self-adhered_ with _minimum -3" horizontal -laps =and -mi mum 6" vertical laps. - Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. MIAMFDADE COUNTY APPROVED NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 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 dnp 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 Polystick shall be applied over the underlayment. •••• • • ••.• • ..• •Y • •••- • • • • • •• • • ••.••. • . ••••• .• •• •. • 2. Polystick Dual -Pro Polystick Tile Pro, Polystick TU Plus; Polystick MTS and Paljtick MTSPIus-milgj•. used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, :oeffttle systmns:and quarry • • --- slate roof - Polystick TU P may be used in all the previous assemblies listed except metal rooting - •. •• Polystick IR-Xe may be used in all the previous assemblies listed except metal roQfingand roe file„systen��.... --—PolystickTUMax may be used in non -structural -metal roofing and roof tle systems • -".'.` ' • 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, Poly-stick_Dual _Pro,Poly-stick.Tile Pro, Polystick TU Max, Polystick-T-U_.E,_Polystick_TU- ---- _. Plus,-Polystick:MTS:andP_olystick-MTSP_lus-:shallbe_applied-to:a:smooth,=clean-and=dry. surface. The deck - shall be free of irregularities. 5 Polystick 1R-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU M.ax,-Pol_y_stick TU P, Polystick T J 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. .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 MIAMI OADE COUNTY APPROVED Rule 61G20-3 of the Florida Administrative Code. S: 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 maybe used in both adhesive set and -mechanically fastenedrooftile 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. 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, DualPro.___._-- _ - 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 . _ 12 • . • • • •4:12 •. • • • • The above slope limitations can be exceeded only by using battens in accordance wtli the App'Tduect Tile System' Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,.they.) 1j. _ be utilized during loading and installation of tiles. • • • •• • • • 10. Careshouldbetaken during the loading procedure to keep foot traffic to a minim & Aitt10 avoid dropping of '• . tie directly on the underlayment. Refer to Polyglass' Tile -loading detail below for loading procedure."- two tiles laid perpendicular to slope followed by a maximum four tile sta. & parallel -to the slopef4r a totajoot6 tiles - f&Y; all underlayments except Polystick MTS which shall be loaded onto battens.• ".1rq.'*: .43+6 :-.. x� '"'.1.. rr ..: -;'f�i' a 14n. ya.y • POLYSTICI us' MIAMI•DADE COUNTY APPROVED (6 Max. Per Stack) NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 1L 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-D-ade County Product Control Section for approval provide& 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 RECOMMENDAT 115. .... • 1. Polyglass does accept the direct application of Polystick underlayrnent membranes V4 raid d deck, kn:taller an: cautioned to refer to applicable local building codes prior to direct deck installation.tAA3sure this is acceptable. . Please also refer to applicable Product Data Sheets of the corresponding products. •• • • •• .. • 2 • All rolls, with the_exception of Polystick TU Plus should be back -nailed in selvage g•gggis�am a§ p• er,Polyg14s•4,• Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a mininia).1''' " ms:tal'd§'k as required -in -Miami -Dade County or simplex type nail,as otherwise allowable in-othe!'rep ns, at a minimum rate. of-12 o:c. Polystick TU Plus should be back nailed in designated area marked "nail afea'area paro,Glavar" th• • • • the -face of membrane, with the above stated nails and/or disks. The head lap membrane.isto cove rthe area Swing back -nailed. (Please refer to applicable local building codes prior to installation.) • • • • 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full_contact. 4. All -fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. - 5. A-maximum-of.6 tiles -per stack -are -allowed when loading -tile on-the-underlayments. Refer -to -the Polyglass Tile - Loading Guidelines. See General Limitations#9 and #10. - 6._Battens and/orCounter-battens, aszequired bythe-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'/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 foofmg 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 Flastiiiig 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 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs 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 verify acceptable substrates 12. The Polyglass Miami -Dade Notice of Acceptance(NOA)-approval forPolystick membranes can -be furnished upon request by our Technical Services Department: by_calhng_1.(800)-894-4563.____ 13. - Questions -in -regards -to the application of Polyglass products "should be-difected 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 RECOMMENDATidAT§. - - - END OF THIS -ACCEPTANCE • • • •• • •••• . .. •• • •- • • • • •••• •• • • •• • • • • • • • •• • • • • •• •• • • • •• • • • • • • • • • • • • •. • •• • •• • • • • • • NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 maintaining the appearance. • • • • • Overflow scuppers (wall outlets): It is required that rainwater flows off so that is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature 1300 KL Cz- Property Address Iry E_ Revised on 7/9/2009 LD;07/01/2015; Contractor Si ; nature ' ate Permit Number SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck grartr ye to be renailed in accordance with the current provisions of Section R4403, (The r:of 04 is usuJAyt • concealed prior to removing the existing roof system). • • • . • • • • • . • • . • • • . Exposed Ceiling: Exposed, open beam ceilings are where the urriNdee of th rdbf jltcking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, • • roofing nail penetration of the underside of the decking may not be acceptable Nina provide9fhe option of • • •