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RF-17-1322Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 10634 NE 10 Court Miami Shores, FL 33138-2102 Owner Information Permit Issue Date: 5/1 2017 Permit NO. RF -5-17-1322 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 11/08/2017 Parcel Number Applicant Address 1122320280950 Block: Lot: 10634 NE 10 Court MIAMI SHORES FL 33138-2102 10634 NE 10 Court MIAMI SHORES FL 33138-2102 ARTURO & CATHERINE SALOW Phone Cell Contractor(s) ACEBO ROOFING CORP Phone Cell Phone 305-685-2534 Valuation: Total Sq Feet: $ 16,900.00 2800 Type of Work: Re Roof Additional Info: RE -ROOF RESIDENCE WITH EAGLE BEL Al 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 $10.20 $4.50 $4.50 $3.40 $300.00 $9.00 $13.60 $845.20 Pay Date Pay Type Invoice # RF -5-17-64011 05/12/2017 Credit Card Bond #: 3401 Amt Paid Amt Due $ 845.20 $ 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, PLUM= G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID I ce ify t a all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction_an- on' F. . �_ uthorize the above-named contractor to do the work stated. May 12, 2017 Auth.nzed Si -:n. r •-Owner / Applicant / Contractor / Agent Building Department Copy Date May 12, 2017 1 '/f W:er3c -365 - z53 BUILDING PERMIT APPLICATION BUILDING 1 1 ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ROOFING (RET NOV 0 2017 BY: ' FBC 2014 Master Permit No. ) 'fl — r3ZZ- Sub Permit No. REVISION iiXTENSION PLUMBING I MECHANICAL PUBLIC WORKS CHANGE OF I fr _ �,, CONTRACTOR I& " JOB ADDRESS: _ _H City: Miami Shores County: Miami Dade CANCELLATION RENEWAL SHOP DRAWINGS Zip: Folio/Parcel#: it—Z-1.-"Z C)Z-Z " dg6v Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:_C r,erk- Flood Zone: OWNER: Name IN (Fee Simple Titleholder):ff Azt .x 0 1 CU. -1 Address: 1(XP3—\ e to cou k State: *1 City: M c r t 31'Iae% BFE: FFE: Phone#: ''I 123(/ — (026)9 Zip: ?j \-.c? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:\ %e,/Y ,2) Y��G�� r � i', Phone#: Address: (-r7DC /C) C0 -'C. City: (41 o Ie0, v , State: Qualifier Name: — Ac(", ` 2k.'O Cv 5R (t2 State Certification or Registration #: Phone#: Certificate of Competency #: Zip: j DESIGNER: Architect/Engineer: 1`,.1. \ t Phone#: Address: City: State: Zip: Square/Linear Foo Value of Work for this Permit: $ ta e of Work: �CC Type of Work: Addition 1 1 Alteration New Repair/Replace 1 1 Demolition Description of Work: f`'€rOC) Ce5 dQ(oe. LLJ/ -We. -clock- KneNi4 Z X -risk dY\ Specify color of color thru tile: EGe i3ek c r -6(A Cly) VL2c4. C Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 'Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged beforelme this The foregoing instrument was acknowledged before me this 3D't'' day of i� oTer��b-ef , 20 1� , by 2.'3 day of A/b U .ft- v li , 20 1 , by I\ -urO. 0' Se11oW , who is personally known to A me or who has produced identificatio . who didWU NOTARY P Sign: Print: Seal: APPROVED BY (Revised02/24/2014) D Y i se ir i C,e,Y'S'� ke an oa MY EXP as P619(04> tX 7 , who is me or who has produced identification and who did take an oath. NOTARY PUBLIC: L1 o Sign. RIETO 'ISSION # FF 2 +�s s: March 25, 2010 TF Pift U', Print: Pl96.14:( Seal: Plans Examiner Structural Review to as e`"��""'PAOLA BASSI ,, Notary Public - State of Florida Commission # FF 966918 *Vg E ei ,s Mar 13.2C'' * ******************* Zoning Clerk 4305 East 10th Lane Hialeah, Florida 33013 305-685-2534(office) 305-687-5526(fax) aceboroofingcorp@yahoo.com License #: CCC058112 Miami Shores Village Building Department 10050 NE 2nd Avenue, Miami Shores, FL. 33138 To Whom It May Concern: Property Owner: Arturo Salow Address: 10634 NE 10 Court, Miami Shores. FL. 33138 Permit #: #RF -5-17-1322 >-SET\TED O\L40 2017 November 30, 2017 Acebo Roofing Corp, needs to file for an extension for the above mentioned roofing permit. The material did not arrive on time and the job was delayed due to not having proper material to continue. Please contact our office with any questions (305)658-2534. Oc —cebo Vice President Acebo Roofing Corp. BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 10634 NE 10 CT Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: -(305) 7.56-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 MAY 122017 Sth FBC 2014 Master Permit No. QQW it -132.. Sub Permit No. 0 ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-028-0950 Occupancy Type: Load: Is the Building Historically Designated: Yes NO Construction Type: REROOF Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ARTURO SALOW Address: 10634 NE 10 CT Phone#: 786-236-6269 City: MIAMI SHORES State: FL Tenant/Lessee Name: Zip: 33138 Phone#: Email: CONTRACTOR: Company Name: ACEBO ROOFING CORP Address: 4305 E 10 LANE City: HIALEAH Qualifier Name: PEDRO ACEBO State Certification or Registration #: CCC058112 DESIGNER: Architect/Engineer: N/A State: FL Phone#: 305-685-2534 Zip: 33013 Phone#: 305-685-2534 Certificate of Competency #: Phone#: City: State: Zip: Address: Value of Work for this Permit: $ 1 �0 Qb b •� Type of Work: ❑ Addition ❑ Alteration Description of Work: Square/Linear Footage of Work: Z.9G0 Z ❑ New Repair/Replace ❑ Demolition REROOF RESIDENCE WITH EAGIG j A22 (-rz c,144/4,) Specify color of color thru tile: ,Pifn L `U-- - pirUe c copl CCF $ I ZD co/CC $ ZSZ Submittal Fee $'L Permit Fee $ 300 • " Scanning Fee $ 9 Radon Fee $ 4 • 5O Technology Fee $ 3 .60 Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Bond $ b00 TOTAL FEE NOW DUE $ 4s • 21) gels 20 DBPR $ • SQ Notary $ 3.40 Double Fee $ i Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 7 _J) / �] Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 3 day of 40-11. , 20 /, by I)/1u1Zo SOL. OtU , who i t The foregoing instrument was acknowledged before me this 3 day of APEiL , 20 1 AM* FtCvbo ,whoi , by to me or who has produced as me or who has produced as identification and who did -take -an oath. NOTARY PUBIO PAOLA BASSI Aft, Notary Public - State of Florida omission N FF 966911 Sig'._ y Comm. Expires Mar 13, 2020 Print: Seal: ************************* ***LD *********:r*************************sssss*****************.*s********** identification and who did take an oath. NOTARY PUBL Sign: Print: Seal: PAOLA BASSI .jnlic State of Florida ommission # FF 966918 c f Sr%: - APPROVED BY 2 Plans Examiner (Revised02/24/2014) Structural Review Zoning Clerk Miami Shores Viiiage 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 Date: 10050 NE 2nd Ave • • • • Miami Shores,FI 33138 • •• • • • • • • • 1v� .. • •. .• • •• Re: Owner's Name: ,e( • • • Property Address: /04 3 9 /CIC /D &7 ••••• • Rooting Permit Number: . • • • •• •• •• •• •• • •• Dear B ilding Official: •• • • • 1�� • certify that I am not required to retrofit the roof to wall conWfiafis of my • • • building because: .. . ... . • .. 'The 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 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says.that he/she is4he•owner fpr the above property mentioned. Sworn to and subscribed before me this ?✓"; '� �oaoz'cI■wdaletgf' '1"9"41-1.77A:?.. = " ;.•_ OYd ' Os $, $OLA BASSI _ Notary POMIc - State of Florida COIMMsslon # FF 966918 " grapi.,.., My COMM. Expires Mar 13, 2020 int Name Notary Public, Sate of Florida at Larg • 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 Wali connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application - Miami -Dade County MU ME Summary Report Property Information Folio: 11-2232-028-0950 Property Address: 10634 NE 10 CT Miami Shores, FL 33138-2102 Owner ARTURO 0 SALOW &W CATHERINE Mailing Address 10634 NE 10 CT MIAMI SHORES, FL 33138-2102 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 2/1/0 Floors 2 Living Units 1 Actual Area 2,127 Sq.Ft Living Area 1,785 Sq.Ft Adjusted Area 1,951 Sq.Ft Lot Size 12,000 Sq.Ft Year Built 1949 Assessment Information Year 2016 2015 2014 Land Value $219,010 $174,194 $240,150 Bw^ i71 g Value -'$193,471 - $193,793 '847702 XF Value $40,685 $26,925 $27,220 Market Value $453,166 $394,912 $452,072 Assessed Value $275,969 $274,051 $271,876 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $177,197 $120,861 $180,196 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 ESTATES PB 47-58 LOT 5 BLK 6 LOT SIZE 80.000 X 150 OR 20391-1686 05 2002 1 Page 1 of 1 S1EL Generated On : 5/12/2017 Taxable Value Information .... • • • . • • OR Book -Page Qualification Description 6.064. 2015 ••:.%14 14 County • • .. .. • • • • •. Exemption Value Sales which are qualified $3e M $50,000 • $eq,,000 Taxable Value • Ir V25,9§9 • • pi4,891 • $221,876 School Board • • . ... • • Exemption Value $25,000 $25,6d0 $25,000 Taxable Value $250,969 $249,051 $246,876 City Exemption Value $50,000 $50,000 $50,000 Taxable Value I $225,969 $224,051 $221,876 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $225,969 $224,051 $221,876 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2002 $218,000 20391-1686 Sales which are qualified 12/01/2001 $152,000 20155-0889 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: http://www.miamidade.gov/propertysearch/ 5/12/2017 4 4M8 EAST 1 Ofh `LANE HIALEAH, FL 33013 PHONE: 305 685-2534 FAX: 305 687-5526 PROPOSAL CONTRACT FULLY LICENSED AND INSURED PROPOSAL SUBMITTED TO: NAME: ARTURO SALOW TREET: 10634 NE 10 CT CITY: MIAMI STATE: FL PHONE: 786-236-6269 DATE: 3/28/2017 JOB NAME: STREET: CITY: STATE: LICENSE NO: CCC058112 E HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: RE -ROOFING OF THE ROOF WITH TILES as follows: 1. TEAR OFF EXISTING ROOF, ALL TRASH WILL BE HAULED AWAY. 2. REPLACE DAMAGED WOOD (sheathing, Fascia & Soffit) 3. TINCAP #30 FELT ON THE WOOD DECK, as required by CODE. 4. INSTALL 3" x 3" 26 GAUGE GALVANIZED EAVE DRIP AROUND THE EAVE. 5. INSTALL 16" GALVANIZED VALLEY METAL, WHERE NEEDED. 6. INSSTALL GALVANIZED FLASHINGS/COUNTER FLASHINGS WHERE NEEDED. 7. INSTALL LEAD STACKS AROUND VENT STACKS. 8. SOLID MOP WITH HOT TAR #90 SLATE ON THE #30 FELT. 9. SET THE TILES IN POLY -PRO -AH -160 FOAM. E -ROOFING OF THE FLAT ROOF, as follows: 1. TEAR OFF EXISTING ROOF, ALL TRASH WILL BE HAULED AWAY. 2. REPLACE DAMAGED WOOD (sheathing, Fascia & Soffit) .Va A t" • •...a. • .0000. 1000• • • 000• •0N0. • • ..• • • . . • •• • • • .• 3. TINCAP 1-75# GLASS BASE ON THE WOOD DECK. •••• • 4. INSTALL 3" x 3" 26 GAUGE GALVANIZED EAVE DRIP AROUND THE EAVE. . . • • 5. INSTALL 26 GAUGE GALVANIZED FLASHINGS AND COUNTER FLASHINGS WHERE1MUIRED! 6. INSTALL LEAD STACKS AROUND VENT STACKS. • • 7. SOLID MOP 2 PLY GAF PLY 4 ONTO BASE SHEET. 8. SOLID MOP 1- MINERAL SURFACE CAP SHEET ONTO PLY 4. THIS JOB IS TEN YEARS GUARANTEED. NOTE: A, 100' OF WOOD REPLACED FREE. ANYTHING OVER TO BE CHARGED AS FOLLOWS: • • • • . .. • Sheathing: $3.50 plft. Beams: $4.50 p/ft. B. COMPLETE ROOFING SYSTEM INSTALLATION . APPLICATION AND ROOFING'IVIATERIALS TO MEET OR EXCEED CURRENT APPROVED FLORIDA BUILDING CODE AND MIAMI-DADE COUNTY APPROVAL REQUIREMENTS. • 001100 • • 00000 • • • • 0100,00 • • • • ... .. • 0041 • . ... • • • C. PRICE BELOW INCLUDES REQUIRED ROOFIN9 PERMIT AND INSPECTIONS, D . NOT INCLUDED: THE REMOVAL AND RE -INSTALLATION OF GUTTERS. SCREENS. SOLAR PANELS OR THE LIKE. ANTENNAS, AIR CONDITIONING UNITS. SATELLITE DISHES. WATER HEATERS OR ANY OTHER SIMILAR DEVICES INCLUDING ANY AND ALL CABLES OR WIRES. E. PRICE DOES NOT INCLUDE ANY GAS VENT RELATED WORK REQUIRED BY CITY AND/OR COUNTY A LICENSED PLUMBING CONTRACTOR MAY BE REQUIRED. F. SHOULD RENAILING BE REQUIRED ACCORDING TO THE FLORIDA BUILDING CODE AN ADDITIONAL FEE OF $15 PER SQ ARE (100 SQ FT,) WILL BE ADDED TO CONTRACT PRICE BELOW. We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of: SIXTEEN THOUSAND NINE HUNDRED dollars ($ 16,900.00 ) with payment to be made as follows: 10% Due upon acceptance, 30% Due upon commencement, 30% Due upon #90 installed, 20% Due upon tiles loaded, 10% Due u • on com • letion of "ob. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Any legal expenses incurred in collection will be paid by debtor. We don't guarantee the lumber. When certain unforeseen conditions may arise, the first opinion is at our judgment to resolve it before calling another contractor. The #90 paper can only bre sxpoccd for six month: par: ca::n ty r.:{julations befc a another ply of hot mopped 90 oaoer must be Installed. This will be at the owner's expense in case of installation delays not caused by 4; 'INSTAL 3" x 3" 26.GAUGE GAAVAN1ZE ®'EAVE DRIP 'AROUND THE EAVE. 5. INSTALL 26 GAUGE GALVANIZED FLASHINGS AND COUNTER FLASHINGS WHERE REQUIRED. .ag 6. INSTALL LEAD STACKS AROUND VENT STACKS. 7. SOLID MOP 2 PLY GAF PLY 4 ONTO BASE SHEET. 8. SOLID MOP 1- MINERAL SURFACE CAP SHEET ONTO PLY 4. THIS JOB IS TEN YEARS GUARANTEED. NOTE: A. 100' OF WOOD REPLACED FREE. ANYTHING OVER TO BE CHARGED AS FOLLOWS: Sheathing: $3.50 p/ft. Beams: $4.50 p/ft. B. COMPLETE ROOFING SYSTEM INSTALLATION . APPLICATION AND ROOFING MATERIALS TO MEET OR EXCEED CURRENT APPROVED FLORIDA BUILDING CODS AND MIAMi-DADE COUNTY APPROVAL REQUIREMENTS, C. PRICE BELOW INCLUDES REQUIRED ROOFING PERMIT AND INSPECTIONS, D . NOT INCLUDED: TRE REMOVAL AND RE -INSTALLATION OF GUTTERS. SCREENS. SOLAR PANELS OR THE LIKE. ANTENNAS, AIR CONDITIONING UNITS. SATELLITE DISHES. WATER HEATERS OR ANY OTHER SIMILAR DEVICES INCLUDING? ANY AND ALL CABLES OR WIRES. E. PRICE DOES NQT INCLUDE ANY GAS VENT RELATED WORK REQUIRED BY CITY AND/OR COUNTY A LICENSED PLUMBING CONTRACTOR MAY BE REQUIRED. F. SHOI.LD RENAILING BE REQUIRED ACCORDING TO THE FLORIDA BUILDING CODE AN ADDITIONAL FEE OF 15 PER SQUARE (149 SQFT.1WILL BE ADDED TO CONTRACT PRICE BELOW. =r• w77^^-,�...q_ yup. le hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of: SIXTEEN THOUSAND NINE HUNDRED dollars ($ 16,900.00 ) with payment to be made as follows: 10% Due upon acceptance, 30% Due upon commencement, 30% Due upon #90 Tstalled, 20% Due upon tiles loaded, 10% • • Due upon completion of job. •••• • •• • ••• • • • • • • All material is guaranteed to be as specified. All work to be completed In a workmanlike marihb? $M,rding td • • standard practices. Any alteration or deviation from above specifications Involving extra coeRi,•b0illbe • • executed only upon written orders, and will become an extra charge over and above the estipfatA.ljI • • • agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry flag tornado • and other necessary insurance. Any legal expenses incurred In collection will be paid by debter. We don't • • • guarantee the lumber. When certain unforeseen conditions may arise, the first opinion Is at our judgment ti • • • resolve it before calling another contractor. • • • • • •• • • • • • • • ••• The 090 paper can.on:ybe expo:gcd for six month: psr: county rf:gulatlons before another pled!` hot moppd8 • 190 paper must be installed. This will be at the owner's expense In case of instaU4tion delays not caused by • • Acebo Roofing Corp. We reserve the right to close the roofing permit under its name when the owner creates unnecessary delays (physical or monetary) that may hinder the scheduled roofing process. Acebo Roofing Corp. will exercise reasonable care when performing the roof work, but cannot be held responsible in any manner for damage to sidewalks/driveways, foliage, gutters, shrubberpf, screens, septic tanks, pipes or cables above or below the ground. We cannot accept responsibility for any damages done to the roof by plumbers, electricians, air conditioning men, cable men, fumigators' or any other tradesmen during the roof work installation or done after its completion. Acce tante fee is not refundable. • • THIS CONTRACT IS NOT TRANSFERABLE Authoi1 ed,Signature*,a.,,,4, NOTE: This proposal may be withdrawn by us if not accepted within 15 days. ACCEPTANCE OF PROPOSAL' The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do wo DATE: above. This proposal has the power of a contract when signed ACCEPTED . SIgnature. .i led. Payment will be made as outlined SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. /4-61/-Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usua1ir • concealed prior to removing the existing roof system). • •' • " • •.• • •• • • 4. tExposed Ceiling: Exposed, open beam ceilings are where the underside of the roofdecking • • can be viewed from below. The owner may wish to maintain the architectural appee.ance; tl;eretore, ••••- roofing nail penetration of the underside of the decking may not be acceptable!qiswovide:tile ea tion of•••••• maintaining the appearance. •• •• • •• • • • • • • •• • • 6. Overflow scuppers wall outlets): It is required that rainwater fl • eff o that • • pp ( ? q wY� 3 Abe rogf is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block thrs,: discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R44#, 403 and R4413. Owner/Agennature 1 Date /Db3 iOeT Property Address Revised on 7/9/2009 LD;07/01/2015; Contractor Sig " Date Permit Number t. Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Fonr Section A (General Information) Penni No. Process No. ontractor s Name (0 O > al 0 .lob Address I O CD (-1 16 l� C\Ciuck 'RECD MAY 12 "117 b 7: Ccit ROOF CATEGORY ,,�/ ai/Low Slope 0 Mechanically Fastened Tile IiJ Mortal(Adhe*lve Sot Tile) O Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles ❑. Prescriptive BUR -RAS 150 ROOF TYPE Are there Gas Vent Stacks? YesO NoU Type: NaturalCI LPGXO O New Roof L'Re-Roofing 0 Recovering ❑ Repay 0 Makftenanbe• • . ROOF SYSTEM INFORMATION .... .. . .... . . . • Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) TotaP(q • • Cpbb 2 Zt Section B (Roof Pian) Sketch Roof Plan~" Illustrate all levels and sections, roof drains;ssumpors: overflow scuppers and overflow: drains. Include, dMrenslons of sections and levels, cliarly Identify dimensions of elevated pressure zones and' location of para 7 4--4 �- �� ;a cam. ��,.� �. , �� +. ..19 . .. . . . • . . . . • . .. . .. • 1111 A• • .•.. . • • .• . J �r,Nd�1�1S STJC911d1fL�2�IJ� _ I_1)2113� S d: ti ld .Cl JC .1`0 X322 •c ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: /Il A Fastener Spacing for Anchor/Base Sheets Attachment: Field cie _" oc @ Lap, # Rows " oc Perimeter: Co "oc @ Lap, # Rows �C " OC Corner: " oc @ Lap, # Rows�n @ " oc Number of Fasteners Per Insulation Board: Corner 1\__44. Fill In specific roof assembly components and Identify manufacturer (If a component is not used, Identify as "NA") System Manufacturer:��T Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: - Pmax1 ' 2 Pmax2• /�}L- Pmax3;Jam o Max. Design Pressure, from the specific Product Approval system: Z • Deck: Type: Gauge/Thickness: 3 Slope: Anchor/Base Sheet & No. of Ply(s): horlBa a Sheet Fastener/Bonding Material: Z 11 Field �r a Perimeter Illustrate Components Noted and Details al... • Applicable: • • • ' •', :Iashin • I' atg• Woodblocking, Gutter, Edge Teftt�ir Qn,Stripping Continuous Cleat, Cant Strip, Base Flashing, Ca• ��80 • • Flashing, Coping, Etc. ..•; t of Baso Indicate: Mean Roof Height, Parapet' Height, Heigh lashing, Component Material, j tftfl§l Thickfess, Fastened • ype, Fastener Spacing or Submit, • • • •• .• . ... . •• • • .. .•. An Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top insulation Layer: Top Insulation Size and Thickness: ----A/ Top insulation Fastener/Bonding Material: N Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: a rt,t3cif Cdkl-Vprws .. .• • . . • • • • •� • • • • • ••• ••• • .•• • 4 4 Ply Sheet(s) & No. of Ply(s): 4 pl�, Q-4.,�,jc©►Q Ply She t rtenerBonding Material: * MW • 'Ls. Top Ply: Top Ply Fastener/Bonding Material: 7 FLORIDA BUILDING CODE — BUILDING Parapet Hei • ht ACU 445 C `be,c4,%o Mean Roof Height •. • •• .• • • .• •• • 15.33 • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code'Sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EtkiblE 6E L Notice of Acceptance Number: 1(Q — OS1Li _40(a) Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3• lta P1: 1). Z 3 P1: ZO. Los Roof Slope: .S : 12 Mf = 31.3 Deck Type: 1 casoo. Ridge Ventilation? Type Underlayment: Insulation: t Fire Barrier: 4-36 Ase r pc• .... •. . .. . Mean Roof Height: ( b • ... • • . .. • .... • • . . . :.. . Fastener Type &Spacing: ri he RIS ►l•. & 1 _*tot. t Z es Q„1_to ftZO• Adhesive Type: H ems' A�so� . • . . . .. • ... Type Cap Sheet: [-sq a ate owe Roof Covering: L€L 2r eL Aa I 1 1 Type & Size Drip r3�"x3�> z Edge: 1 C -Vit AlAboscLe..D 1 \ 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 r • 1..... . • 1..... • 1. • I '. • FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to. or licensed by. ICC (ALL RIGHTS RESERVED): accessed by Ellezcr Palacio on Jun 8, 2015 10;32:12 AM pursuant to License Agreement, No further reproductions authorized. INTERNATIONAL CODE COUNCIL' • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable, Method 1 "Moment Based Tile Calculations Per RAS 127" (P101.ix X • IN= 1b.'VT- Mg:% l = M„3.74 Product Approval M, 31. (P2:cal =lkw) - = M2 /I. Z g Product Approval M1 31. (P3:J4 xX. Z9f=2.9.4,84 - Mg:1:3•4 = Mr, 7._±:._.>.2gt Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, M, required Moment Resistance" Mean Roof Height Roof Slope 15' 20' 25' 30' • 40' • • • 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 •..;3%8 4:12 30.4 32.2 33.8 35.1 • •.37.3 s • • 5:12 28.4 30.1 31.6 32.8 • •'34.9 6:12 26.4 28.0 29.4 30.5 '':'14 ; .- •• 7:12 24.4 25.9 27.1 28.2 •,,AV 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. •..• • •••• • ••• • • •• • • • • • •• • County Board IRujis,and • • • • • • F' 3alues'are grWr,th4n or Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: x L = x w: = ,) - W: x cos 0 = Fr1 Product Approval F' (P2:x L _ _ x w: _ ) - W: x cos (3 _ = Fa _ Product Approval F' (P3:_ x L _ = x w: = ) - W: x cos 0 T = Fo Product Approval F' •• Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mn Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15.40 INTERNATIONAL CODE COUNCIL° • • • • • • • • • • •• • • • FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 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. • r DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. mi amid ad e. gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Plvduct attired, lection • (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve ttii" right to 131vViits • product or material tested for quality assurance purposes. If this product or material fails to'Pis#b m in th' accbpted manner, the manufacturer will incur the expense of such testing and the AHJ may immediaaery revoke, modfy, or • suspend the use of such product or material within their jurisdiction. RER reserves the right VIvvoke tie if it is determined by Miami -Dade County Product Control Section that this product or matji iJ fails to aueet.the • • requirements of the applicable building code.• This product is approved as described herein, and has been designed to comply with the F1 ridP•Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • . . DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Gold'bn Eagtd. Low Profile Concrete Tiles . .• . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0223.18 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 1 of 9 1 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a Products LLC locations where design pressure section 4 herein. new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in the pressure requirements, as determined by applicable Building Code, do not exceed the values obtained by calculations in compliance with RAS 127 using the values listed in The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Bel Air Concrete Tile Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces Dimensions Lenght = 17" Width = 12 1/4" Thickness = '/2" Lenght = 17" Width = 12 1/4" Thickness = '/2" Lenght = 17" Width = 12 '/4" Thickness ='h" Lenght = 17" Width = 12 1/4" Thickness = '/2" Lenght = 17" Width = 12 '/4" Thickness = '/2" Lenght = varies Width = varies varying thickness Test Specifications TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Type 3a Class III TAS 112 Prodbct .... Descripnion .' :: • • • Flat profile concrete rooftile equipped with two nail holes. For adhgis4ve sgt, dirg4 1i or • battened nail -on appltcdtfons. • . .. . Flat profile concrete,;gg1tjle equipp0 with two . • nail holes. For adhesive set, direjt deck or • battened nail -on applications. . . • Flat profile concrete roof tile with slatefinish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 2 of 9 . 2.1 EVIDENCE SUBMITTED: Test A2encv PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies 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. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. ATL of South Florida Test Identifier ERPF -001-02-01 7161-03 Appendix III 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647-01 94-084 25-7094-(2, 5, & 8) 25-7183-(5 thru 6) 25-7214-(1, 5 , & 8) 25-7487-2 25-7496-(1 & 4) 25-7804-6 520109-1 520111-4 520191-1 Calculations Calculations RT1214.01-15 Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) • • • • Wind Tunnel Testing • • • TAS 108 (Mortar Set). • Static Uplift Testing' • • • • TAS 101 (Mortar Set) • • • . Static Uplift Testing.. • . • • TAS 102 • • • •Fel,. 1991 Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 ..Qyg. 1994 • • •••• • • .R. 1994 • :,..lav 1994 • •00. 1994 • • •• • • • • • • • Static Uplift Testing. . TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 • . . •• • Aerodynamic Multiplier Restoring Moments Due to Gravity TAS -112 • ••• . • Md'teh, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 12/17/15 NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 3 of 9 • 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eag)g,�Qgderosa1Z• butle Eagj�„• Flat Concrete Roof Tiles and its components shall be installed in strict compliance.witji•Roofing Application . Standard RAS 118, RAS 119 and RAS 120. .... • • 4.2 Data For Attachment Calculations �.... • .. I;. . Table 1: Average Weight (W) and Dimensions (I x w ). . • • • • • • • Tile Profile Weight -W (Ibf) Lengih-I (ftlj wiJ -w (ft)•• Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile• 11.4 1 • ••; Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 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 Screw 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 Nails (Field Clip) 35.5 35.5: ••• •• • • ••••54.8 ""Shank • ••• • ••x•3'1.2 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 "9' • : 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". FLORIDA (LOCATED ON UNDERSIDE OF TILE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) .... • . . .... . . . • ... .... • • . . . . .... . • .... . .. . . . . . • ..• .. • .. . ... .. ... .. • . ... . .. BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. 6IAMI.V. DE CQUNTY APr OY'E9 • . .. NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 6 of 9 PROFILE DRAWING BEL AIR .. • . • • • •• •••• • • • • ••• • • ••• • •• • • ••• • • • • •••• • • • • • •••• • •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • BEL AIR DOUBLE EAGLE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 7 of 9 PONDEROSA •.. • • • • •••• • • • • •• • . • ••• • • •• • • • • • •••• • • • • • • •••• • • • •• • • • • • • •• •• • .• • • • • • • • • • • • • • • • • • •• • ••• • • • PONDEROSA DOUBLE EAGLE NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 8 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE • ••.•• • • • • •• • • ••• • • . • •• • • • • • .••• • • . • • • •... • •• • • • • • • •• •• • •• •• • • • • • • • • •• • • • • •• • ••. • • • NOA No.:16-0314.06 Expiration Date: 10/05/21 Approval Date: 06/16/16 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .. • . . . . • •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coduielloduct . ... Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade flaunty) '..' reserve the right to have this product or material tested for quality assurance purposes. If t4ria product or • material fails to perform in the accepted manner, the manufacturer will incur the expensQ bfSt ch test:Ia.:. and the AHJ may immediately revoke, modify, or suspend the use of such product or mat&rigrwithinTheir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mi .rreta1e Coant%. • Product Control Section that this product or material fails to meet the requirements of theAnN cable . building code. • : • • • This product is approved as described herein, and has been designed to comply with the,10cig Builjg Code including the High Velocity Hurricane Zone of the Florida Building Code. •. • • DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically 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. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIODADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category: Sub -Category: Material: Deck Type: Maximum Design Pressure: Roofing BUR Fiberglass Wood -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAFGLAS®#75 Base Sheet GAFGLAS® #80 UltimaTM Base Sheet GAFGLAS® FlexPly"' 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® Stratavent® Eliminator"' Perforated Venting Base Sheet GAFGLAS® Stratavent® Eliminator"' Nailable Venting Base Sheet Ruberoid® SBS Heat - Weld"' Smooth Ruberoid® SBS Heat- We1dTM 25 Ruberoid® 20 Ruberoid® Mop Smooth 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 Test Specification ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Product Description Type II asphalt impregnated and coated glass mat base sheet. Type II asphalt impregnated and coated, fiberglass base sheet. .... Type VI asphalt impreggate glass felt•with asphalt • •: • Type IV asphalt impregriatglass coating. ••••• • Asphalt coated, glass fibani.ia4 cap with mineral granules. • • • • .• •. • •. .. . felt with asphalt . sheet surfaced....' . . . . .• • • ASTM D3909 Asphalt coated, glass fiber i*nal cap sheet surfaced ' with mineral granules with fa.tory apptiea. • EnergyCoteTM • • • • • • • • • ASTM D4897 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6164 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 impregnated and 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 smooth surfaced. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions FireOutTM Fire Barrier 5, 55 gallons Coating VersaShield®Fire 350 sq. ft. roll Resistant Roof Deck Protection Topcoat® Surface Seal 5 gallons SB APPROVED INSULATIONS: Product Name EnergyGuardTM Polyiso Insulation EnergyGuardTM RA Polyiso Insulation EnergyGuardm1 RN Polyiso Insulation EnergyGuardm Perlite Roof Insulation EnergyGuardTM Perlite Recover Board EnergyGuardTM RA Composite Polyiso Insulation Securock® Gypsum -Fiber Roof Board Structodek® High Density Fiber Board DensDeck® Roof Board MIAMI•DADE COUNTY APPROVED Test Specification Product Description Proprietary Low VOC, water based fire barrier coating. ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment. ASTM D6083 Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board. Perlite recover board Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation Gypsum roof board High density fiber board Gypsum board . ManufactWtr . • .... .... . . .. .. • • • • . • .. .. . Cur ent.NOA) .' . G F. GAF. . . • . • • • . United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 3 of 16 . APPROVED FASTENERS: Fastener Number Product Name 1. Drill -Tec"" #12 Fastener 2. Drill -Teen' #14 Fastener 3. Drill-TecTM XHD Fastener 4. Drill-TecTM ASAP 3S 5. Drill -Teen' 3" Steel Plate 6. Drill-TecTM 3" Standard Steel Plate 7. Drill-TecTM AccuTrac® Flat Plate 8. Drill-TecTM AccuTrac® Recessed Plate MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Insulation fastener for steel, wood & concrete decks. Carbon steel extra heavy duty fastener used in steel decks. Drill-TecTM #12 Fastener with Drill -Teem 3" Standard Steel Plate Round galvalume stress plate used with Dri11-TecTM fasteners. Round galvalume plated steel stress plate with reinforced ribs for use with Drill-TecTM fasteners. AZ -SS aluminized steel plate for use with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM #15 Fastener. Galvalume Steel plate for use with Drill-TecTM fasteners. Manufacturer Dimensions (With Current NOA) various GAF various GAF Various GAF Various GAF 3" round GAF 3" round 3" square 3" square . . . .. . . • ... • . . . .... • .... . . . ..• .. .. • • • . . . .. • . ..• • . . • .. @AF ... • NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 4 of 16 • • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC IRT of S. Fl. Trinity I ERD MIAMI•DADE COUNTY APPROVED Test Identifier J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I. 0D1A8.AM J.I. 0Y9Q5.AM 3029832 R1306 GAF -012-02-02 GAF -020-02-01 GAF -082-02-01 GAF -084-02-01 GAF -270-02-02 GAF -276-02-01 Rev GAF -276-02-02 GAF -306-02-01 GAF -314-02-01 GAF -315-02-01 GAF -369-02-01 GAF -417-02-01 GAF -464-02-01 GAF -499-02-01 GAF -500-02-01 02-005 02-014 G30250.02.10 -3-R1 G31360.03.10 G33470.01.11 G34140.04.11-2 G34140.04.11-4 G34140.04.11-5 G34140.04.11 -5-R1 G40630.01.14 -2A-1 G43610.01.14 G6850.08.07-1 G30250.02.10 -3-R1 Description 4470 4470 4470 4470 4470 4470 UL 790 ASTM D4977 ASTM D4977 ASTM D6083 ASTM D6083 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178: .'. ASTM D2178 . • • ASTM C1289 • ASTM C1289 ASTM C1289'....' ASTM D6083 • • ASTM D6083• • • • TAS114 . . • • TAS 114 ' ASTM D39090.. • •: ASTM D6164 ASTM D6164 ASTM D6163 ASTM D6401 ASTM D4897 ASTM D4897 ASTM D6164 ASTM D3909 ASTM D3909 ASTM D3909 Date 07/02/97 01/08/98 07/09/99 07/29/94 04/01/98 05/11/07 07/22/13 11/06/01 02/01/02 05/07/06 05/09/06 11/15/10 12/16/10 11/15/10 • • O'MQ7/11 ' V8723/11 • • 0$''3/11 • 1.0/22/12 • . 05128/13 '11,22/12 • 03,'12/14 • • • 013712/14 011/18/02 • 40422/02 • •••11/;6/12 031/10 11/16/11 04/25/11 04/25/11 04/25/11 10/18/13 01/07/14 01/22/14 08/13/07 11/26/12 NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 • • • • • .• • • APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'T" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or (optional) Securock® Gypsum Fiber Roof Board. Anchor sheet: Fastening Options: MIAMI DADE COUNTY APPROVED GAFGLAS® #80 Ultima'' Base Sheet, GAFGLAS® Stratavent® Eliminator"' Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-We1dTM Smooth or Ruberoid® Heat - Weld" 25 base sheet mechanically fastened as described below; GAFGLAS® Ply 4, GAFGLAS® Flex Ply"" 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the e'l�� • (Maximum Design Pressure —45 psf. See General Limitation #77) • :• • • .• • GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 Base Shtet or an of'above anchor sheets attached to deck with Drill-TecTM #12 Fastener, Driq-Xer #14 fastener ands • Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Di.I1IeTM Act�'flith • Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap..The•ather rows ate equauy:• spaced approximately 12" o.c. in the field •of the sheet. • • • • • • • • •. • • (Maximum Design Pressure —45 psf. See General Limitation #v••;•; • • GAFGLAS® F1exP1y' 6, GAFGLAS® #75 Base Sheet or any of abovopanchorisiieeis • • attached to deck with approved annular ring shank nails and tin caps ata fastenezispgcing •et"•• 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 Ultima— Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM #12 Fastener, Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac Recessed Plate 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 anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 Fastening Options: GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecTM (Continued) #12 Fastener or Drill-TecTM #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite Polyiso Insulation Minimum 1" thick N/A N/A EnergyGuardTM Perlite Recover Board Minimum 'A" thick N/A N/A EnergyGuardTM Perlite Roof Insulation Minimum' " thick N/A .•••411/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved'lwt'as}ihalt within the . • EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Stanch:d RAS 1.1.7, to; • insulation attachment. Composite insulation panels may be used as a top layer placedMitlf the polyisscyanur$t •.; side facing down. GAF requires eithdr a ply of GAFGLAS® Stratavent® EliminatorTMI'effasated Veuting B- • Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay�fioard ori all • isocyanurate applications. ••• • • • • • Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGL,AS'®180 U1timTM Base •. Sheet, GAFGLAS® Stratavent® EliminatorTM Perforated Venting !ase •Sheet, Rnbei nd® MQp • Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"' Smooth or Ryb8rcjfd® S$$ J-leat-We1e 25 directly over the top layer of insulation. Adhere with any approved mopping as salt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM 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. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 7 of 16 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick Structodek® High Density Fiberboard Minimum 1" thick 1, 2, 7 or s"'. :...i;d4 ft2 ' • .... . Note: Base layer shall be mechanically attached with fasteners and density describediosetation pape+s listed& • • • • • ' are minimum sizes and dimensions; if larger panels are used the number of fasteners per bbard shall bE . increased maintaining the same fastener density (See Roofing Application Standard RTAS 71: for fastening details). GAF requires either a ply of GAFGLAS® Stratavent® Eliminator' Perforated Venting Base Greet la Ccs • ' • • dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board Mt atl isocyaggrate. . 1, 2, 3 or 4 1:3 ft2 1, 2, 3 or 4 1:3 ft2 3 1:3 ft2 ...• • • 1,2,7or8• • . • . ..•• .' : f t ft2 .. • • • applications. ' • • Top Insulation Layer Any of the insulations listed for Base Layer, above. Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A Structodek® High Density Fiberboard, EnergyGuardTM Perlite Recover Board Minimum %" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or SecurockTM (optional) Gypsum Fiber Roof Board. MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 8 of 16 Base Sheet: Ply Sheet: Cap Sheet: Surfacing: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima" Base Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® Stratavent® Eliminator~ Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See General Limitation #4). Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyT"' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (See specification number for appropriate number of plies). (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM 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. (See GAF application instructions for approved method of installation). Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in .flood coat of approved asphalt at 60 lbs./sq.• •• • • • • • 2. Topcoat® Surface Seal SB applied at l to 1.5 gal./sq. . ... . • Maximum Design Pressure: -45 psf. (See General Limitation #7) MIAMI•DADE COUNTY APPROVED . . • . .... . • •••• • . . . .. . . . . . . ..• .. . • .. • . . • . •. • • . • • • . •. • . •• • ••• • • • NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 9 of 16 Membrane Type: BUR Deck Type II: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM RN Polyiso Insulation, EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuardTM Polyiso Insulation Minimum 1.4" thick N/A N/A EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5" thick EnergyGuardTM Perlite Recover Board .... . . N/A .•. •••T1/A Minimum' " thick N/A .•.. Structodek® High Density Fiber Board . Minimum 1" thick N/A • • ; • •. •N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of tastenert it .be increased maintaining the same fastener density. Please refer to Roofing Application $tax&ard RAS 117 for • insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® Eliminator Ptrforat&d.Venting' Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 •• . . .•• . . . . . . . . • N/A • • . • EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2 EnergyGuardTM RN Polyiso Insulation Minimum 1.4" thick 1, 2 or 3 1:3 ft2 EnergyGuardTM RA Composite Polyiso Insulation Minimum 1.5 thick 3 1:3 ft2 1,2,7or8 1:2ft2 EnergyGuardTM Perlite Roof Insulation Minimum 3/4" thick Structodek® High Density Fiber Board Minimum 1" thick MIAMI•DADE COUNTY APPROVED 1,2,7or8 1:4ft2 NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 10 of 16 • . • • • • • Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent® EliminatorT" Perforated laid dry or a layer of EnergyGuardT"' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exP1yTM 6, GAFGLAS® Stratavent® EliminatorTM Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Two or more plies of GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6 ply sheet or GAFGLAS® #80 Ultima"' Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. • •. • • • (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or C►r4F1LAS® EnrgyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of apps neltsphalt•appli'bd within the EVT range and at a rate of 20-40 lbs./sq. •• •••• Optional on granular surfaced membranes; required for smoofl►Mi ibranes?lliosen components must be applied according to manufacturer's application instrge Toni. All coatings must be listed within a current NOA. • • • • • • • 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. rigpeictwely in a flood coat of approved asphalt at 60 lbs./sq. • • • • • 2. Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. • • • • : • •. • • • • • • .• Maximum Design Pressure: -45 psf. (See General Limitation #7) MIAMI•DADE COUNTY APPROVED a • • • NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 11 of 16 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation Minimum 1.3" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Note: Insulation shall have preliminary attachment, prior to the installation of the base sheet, at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation; optional thermal barrier (when present) and base sheet shall be simultaneously fastened. See base ,beet beMQ�v or fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulgt enhttachq►ep• • • Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof treok•Protection or (optional) SecurockTM Gypsum Fiber Roof Board. • Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 UlnaTM Bast Sheet, . GAFGLAS® Stratavent® Eliminator"' Nailable Venting Base Sheit:er:FuberoirM base sheet applied over the loose laid insulation with 2" side laps mec$ally fastened as • • described below; • •• ••• • •• • Fastening Options: MIAMI•DADE COUNTY APPROVED Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill -Term N.Steel nate, Drill - TM AccuTrac® Flat Plate or Drill -Tec TM AccuTrac® Recessed Plate is installed tltrigh the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill- TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psi: See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 12 of 16 • • Fastening Options: Drill -Tech #12 Fastener and Drill -Tec'' #14 Fastener and Drill-TecT" 3" Steel Plate, Drill - (Continued) Tee' AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate in 4 rows 12" o.c. 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) Ply Sheet: One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyT" 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM 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. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI•DADE COUNTY APPROVED . . . . .. . . .... • .. . .. . . . • . .... • . • .... • . .. . . • . . • .... . • .. . • • . . • • • •• . . •. • . .. . ... . • . NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 13 of 16 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: Fastening Options: MIAM4DADE COUNTY APPROVED GAFGLAS® #80 UltimaTM Base Sheet, 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® FlexPly' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14s el.Drill- TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM fiQcuTrac Recessed • Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other•r•owsrare egdalt:paced •. ...... .. • approximately 12" o.c. in the field of the sheet. • • (Maximum Design Pressure —45 psf. See General Limitation #71...• • • • • • GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of at.O.;'/e base theets attach>iii. • •. to deck with approved annular ring shank nails and tin caps at align -ler spaying 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 #71 : • • GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20, Ruberoie•Ig p y4moot6,tas .sheet. • attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel.alate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 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-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: (Continued) Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM #12 Fastener or Drill -Tec"" #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or -more plies of GAFGLAS® Ply 4 -or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One ply of GAFGLAS® Mifieral:Surfaced Cap_Sheet,or GAFGLAS® EnergyCapTM 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. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq. Maximum Design Pressure: See Fastening Options MIAMI.DADE COUNTY APPROVED .... • . .... . . . • .. . . ..• • . • • • • • • • • •.•• • • ••.. • .• .• • • . • .•• •. . .. •• • . • • • • • • • • • . . .. . ... • NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'' /a" DensDeckTM Roof Board or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems ilinU be limited to a maximum design pressure of -45 psf.• • • •••• • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force'(F'4•value of 2.75.11x ., as • • tested in compliance with Testing Application Standard TAS 105. If the fastener value•as field-tested,•are:)elow• • 275 lbf. insulation attachment shall not be acceptable. • • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmedtl 1 aced dri, aAlijimun'i • fastener resistance value in conjunction with the maximum design value listed within a pale system. Should thy: •"" fastener resistance be less than that required, as determined by the Building Official, a Vi, is4:faster:e.sj ting, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Qrgllitect, or Registered• • Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdra41iesistance 14alue • taken from Testing Application Standards TAS 105 and calculations in compliance wick Roofing Application • • Standard RAS 117. • • • • • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fhgtener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY APPROVED NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 .R1306 - Roofing Systems Page 4 of 50 12. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard"Roofboard", minimum 1/. -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick. Insulation: — One or more layers perlite or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or phenolic, 1 -In. minimum (Insulation joints offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS® Flex Ply 6" or 'Tri -Ply® Ultra -Flexible Ply 6" or Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima'" Base Sheet" or "GAFGLAS® Stratavent® Eliminator" Venting Base Sheet (Perforated or Nal'able)" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — One or more piles "Ruberold® Torch Smooth" or "Tri -Ply® TP -4" or "ROOFMatch'" APP Modified Granular" or'Trl-Ply® TP -4G" or "Ruberoid® Torch Granule" or "Ruberold® Torch 180", torch applied or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberoid® Mop Smooth Plus" or "Ruberold® Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri - Ply SBS Modified Bitumen Membrane" or "Ruberoid® Dual Smooth", fully adhered with hot roofing asphalt. 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. 13. Deck: C-15/32 Incline: 1 0)••••eck: C-15/32 Incline: 2 • • • • • • • •••• • Barrier Board (Optional): — One or more layers Georgia-Paciflc Gypsum LLC "DensDeck® Roofboard'e?r "DBrisDec Pr • • Roofboard" or "DensDeck® DuraGuard" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Gv,I100JROCKSADof • • Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum '/4 -in. thick.: Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate • • composite or wood fiber/polyisocyanurate composite any thickness mechanically or adhered with hot r ef*>9'6$phalt. • • • • Base Sheet: — One ply "GAFGLAS® Stratavent® Eliminator'" Venting Base Sheet" or Type G2 "GAFGLAG®•#F75 Bas:gt?eee'ar "Tri- Piy® #75 Base Sheer; or "GAFGLAt® #80 Ultima'" Base Sheet" or "GAFGLAS® Stratavent® EJiminaWro" •Vgriting Bae •Sheet • • (Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing asphalt. • • • • • Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGI,AS® Ply Fltex•6"•df' "Tri -Ply® UItSaFlexible PIS • • • • 6" or "Ruberold® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" oriRr. said® 20", full*adhered with • • hot roofing asphalt. —I, • • �" • Membrane: — Type G3 :Tri-PIy®'Mineral'Surfaced Cap Sheet" or "GAFGLAS® Mineral Surfaced Cap Stheet" or "GAFG►4$j FOergyCa0'•' •• • • BUR Mineral Surfaced tap Sheet", fully adhered with hot roofing asphalt. . „ ' • ••• • • • Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Gass -Mat Roof Board" (Type SGMRX), minimum '/4 -in. thick. 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 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima`" Base Sheet" or "GAFGLAS® Stratavent® Eliminator" Venting Base Sheet (Perforated or Nailable)" or Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or 'Tri -Ply® Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies Type G1 "GAFGLAS® Ply 4" or 'Tri -Ply® Ply 4" or "GAFGLAS® Ply Flex 6" or 'Tri -Ply® Ultra - Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane: — One or more plies "Ruberoid® Torch Smooth" or "Tri -Ply® TP -4" or "ROOFMatch'" APP Modified Granular" or "Tri -Ply® TP -4G" or "Ruberoid® Torch Granule" or "Ruberold® Torch 180", torch applied or "Ruberold® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" or "Ruberold® Mop Smooth Plus" or "Ruberoid® Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SQS Modified Granular" or'Tri- Ply® SBS Modified Bitumen Membrane" or "Ruberold® Dual Smooth", fully adhered with hot roofing asphalt. 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. r. •• . • ••• • • • 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 Classified insulation adhesive. Barrier Board: — Minimum '/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'" Roofboard" or minimum'/4-in. thick Untied States Gypsum Co. "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" or "GAFGLAS® #80 Ultima"Base Sheet", mechanically fastened. PIy 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 Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS® #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. 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. Coating (Optional): — "TOPCOAT® EnergyCote" Elastomeric Coating" or "TOPCOAT® MB Plus" or "TOPCOAT® 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 16. Deck: NC Incline: 1/2 Insulation (Optional): — Any thickness perlite pr 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 21/2 -in. bead with a maximum on -center spacing of 12 -in. or any UL Classified insulation adhesive, applied per the manufacturer's Installation Instructions. Bate Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima'" 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 Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet", fully adhered with hot roofing asphalt. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 9/30/2014