Loading...
RF-15-82BUILDING PERMIT APPLICATION BUILDING• r -]ELECTRIC Q ooFK19 ❑PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 Master Permit No -F- A Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION Ej SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 113 3 n e• cl t ecr5x ca-- 1 City: ppMiami Shores County: Miami Dade Zia: 3 31 3 Folio/Parcel#: 1 3 C;1 05 0 01 0 1 —10 the Building Historically Designated: Yes NO Occupancy Type: =S• Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (ZWMA L 0S S As 0 Phone#:,3 o!5 WO -14 - Address: I t 3 3 ne. 9 1T& -c( -G City: r )1 Ci.itlmr Slnores State: `-- Zip: 33 #3 A Tenant/Lessee Name: Phone#: Email: `� Q LAC- Phone#: 3 05 dA -7 %t0(P CONTRACTOR: Company Na1me�: Address: �1' W �J'e1 City: 4-6YYi cZ -Eek State: JR.-- Zip: 3303 Q w �1 Qualifier Name: Zr's a ire", CL.Phone#: -3 OS S l dL 15115 State Certification or Registration #: CCC L3 -)�q 15; to Certificate of Competency #: DESIGNER: Architect/Engineer: Address: l ` City: State: Zil, Value of Work for this Permit: $ 0 Square/Linear Footage of Work:��� Type of Work: ❑ Addition ❑ Alteration ❑+ New X Repai /Replace ❑ Demolition Description of Work: Re., (pp? , Q CJr 'C" `a+ C001 Specify color of color thru tile: Submittal Fee $ - Permit Fee $ moi ) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ 5 - TOTAL FEE NOW DUE $322- - OD Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. ,,, A Signature OWNER or AGE The foregoing instrume t was acknowledged before me this f day 1of 20 . by �� _ L� I ps who is personally known to me or who has produced as who did take an oath. Sign Prin Bor" Thru Seal: APPROVED BY (Revised02/24/2014) The foregoing inskFument was acknowledged before me this _ day of 20 I- by a C. who is personally known to me or who has produced and who did take an oath. as EE 21902612, Print is Uerwriters_'' MY COMMISSION # EE 219026 Seal: R' erF ? EXPIRES: August 12, 2016 o> tnY.•�a Bonded Thru Notary Public Underwriters Plans Examiner Structural Review Zoning Clerk , z STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GARCIA,_ISRAEL JACOB HEIGHTS ROOFING INC 4.14 NW 9TH AVE HOMESTEAD FL 33030 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 leam more about the Departments 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! DETACH HERE RICK SCOTT, GOVERNOR STATE OF FLORIDA KEN LAWSON, SECRETARY DEPARTMENT OF BUSINESS AND PROFESSIONAL; REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD r -- 003959 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 4362604 BUSINESS NAME/LOCATION HEIGHTS ROOFING INC 414 NW 9 AVE HOMESTEAD FL 33030 RECEIPT NO. EXPIRES RENEWAL SEPTEMBER 30, 2015 4553359 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED OWNER 196 SPECIALTY BUILDING' CONTRACTOR By TAX COLLECTOR HEIGHTS ROOFING INC CCC1329156 $45.00 07/25/2014 Worker(s) 8 CHECK21-14-035003 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a tri permit, or a certification of the holder's qualifications, to do business, Holder must comply with any go or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles -Miami-Dade Cudc S Jr- ,: For more information, visitwww miamidadeg . 01/14/2015 10:27 FAX 3052454203 HEIGHTS ROOFING INC AI .•td.'P A t 1f 11 1n Fq\ 4d1 T9.lf ddn -y,U 001/001 Ann i .'Ann I- -. CERTIFICATE 4F LIABILITY INSURANCE 1/14/O/14//OD/Y201YYYJ 5 5 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 DCLOW. TI HO OCRTIr1OATC Or mounANOC DOGE NOT CONSTITUTE A CONTRACT RGTWGEN THC 19SUING INSURGR(S), AUTHORIZ60 REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pol)cy(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). 'ROpUCER NAMEA T Tiffanie C. Ellis •Eiritage Insurance Services PHOS (941)723-1400 FAC No:(9Q1)723-1440 ?O Box 1508 nnnlacc, tellia0heritaaefla. com ?almetto FL 34220 VSURED ieights Roofing, Inc t14 NW 9th AVe 33030 INSURERAAccident Insurance_Co D: .OVERAGES CERTIFICATE NUMBER:2014 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 INSURANCL AFFORDFD BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITI[]NR AF CI le -W PAI IrICc SI TR TYPE OF INSURANCE ADDL im ISUBRI VVVD POLICY NUMBER POLICY EFF MMI Y POLICY EXP M/DDNYYY LIMITS GENERAL LIABILITY X COMMERCIAL GENERAL I.IAetLITY CLAIMS -MADE L -^I OCCUR .._ _ 2&P 3041423 0/11/2014 0/11/2025 EACH OCCURRENCE $ 1,000,000 PREMISES Ea ocowermw 5 100,000 MED EXP (Amy amporson) $ 5,000 PF.RSONALSADV INJURY S 1,000,000 <iFNE'RALAGGREGAI'E $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PFR X POLICY PRO- IOC PRODUC IS . COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS AUTOS C M IN SINC;LL LIMIT' jEa acrJdcnll _. 80DILYINJURY(Pcrporrw) $ "—•--- BODILY INJURY (Per aCCidenl) $ PROPERTY AMA Per accident $ Is UMBRELLA UAB EXCESS LIAR HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATC $ OED I I RETENTIONS $ - WORKERS COMPENSATIONJ AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE Y/NF-]F. OFFICERIMEMBER EXCLUDED? (Mandatory ire NH) 11S describe under DESCRIPTI,.T, ON OF OPERATIONS bekwn• N I A S7ATU• OI W L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEN $ F L DISEASE • POLICY LIMIT $ ESCRIPTION OF OPERATIONS! LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) .00fi.ng Contractor Lic # CCC1329156 City of Miami Shores 10050 Northeast 2nd AvQ Miami Shores, FL 33188 ,CORD 25 (2010105) 45025 (2o10tt5).o1 TION 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 (David Clements/DAVID `'✓ 1 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are rartistered marks of ACORD HEIGH-1 OP ID: CP '`x`16% ` CERTIFICATE OF LIABILITY INSURANCE D09/30ATE /2014Y) 09/30/2014 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 `" OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED 'RESENTATIVE 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 Brown & Brown of Florida, Inc.P 1201 W Cypress Creek Rd # 130 CONTACT NAME: Denise Perez HONE 954-776-2222 FAX , No :954-776-4446 A/c No Exit): _ P.O. Box 5727 Ft. Lauderdale, FL 33310-5727 EMAIL ADDRESS: Denise Perez INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:Brid efield _Employers Ins. Co+ 10701 INSURED Heights Roofing, Inc. Attn: Israel Garcia INSURER B: -- — ------"- """ 414 NW 9th Avenue INSURER c Homestead, FL 33030 INSURER D (Ea occurrence INSURERE'.__ 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 TYpE OF INSURANCE LTR ADDL SUB POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS I GENERAL LIABILITY EACH OCCURRENCE $_ DAMAGE RENTED _ COMMERCIAL GENERAL LIABILITY _7 (Ea occurrence CLAIMS -MADE OCCUR __L MED EXP (Any one person) $ _ PERSONAL & ADV INJURY $ $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG I POLICY . PRO- JFQTP ,LOC j — --_ $ 1TOMOBILE LIABILITY _ COMBINED SINGLE LIMIT Ea accident $ person) BODILY INJURY (Per pn) $ ' ANY AUTO it —� ALL OWNED i — SCHEDULED1 BODILY INJURY (Per accident) _ $ AUTOS i AUTOS NON -OWNED �.___ __ PROPERTY DAMAGE HIRED AUTOS L— AUTOSP! ER ACCIDENT $ _ UMBRELLA LIAR OCCUR u�. I', EACH OCCURRENCE $ _ _ EXCESS LIAB CLAIMS -MADE AGGREGATE _ $__ $ DED RETENTION $ WORKERS COMPENSATION WC STATU- OTH- TORY LIMITS R AND EMPLOYERS' LIABILITY YIN N A ANY PROPRIETOR/PARTNER/EXECUTIVE X083052954 _ 10/04/2014 10/04/2015E L EACH ACCIDENT _ -- $ 500,000 $ 500,00 OFFICER/MEMBER EXCLUDED? ❑ N I A---_-- (Mandatory in NH) E L DISEASE - EA EMPLOYEE " $ 500,000 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE - POLICY LIMIT ' I DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Roofing Contractor and Sheet Metal Fabricator CERTIFICATE HOLDER t..AN1L tLLA I IUN MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 U 19titf-ZULU AIiVKU l/UKrURH11\JIY. 1411 nynw 16Dc11I- ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD :rolro RA m Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: �9- Of NOA No.: 13 - f( - —a -A • 17 Fastener Spacing for Anchor/Base Sheet Attachment Field: --q—" oc @ Lap, # Rows @ _L—" oc Perimeter Design Wind Pref sssures, From RAS 128 or Calculations: Corner: Pm 1:�� "P 1 1•7 P ax3 'O� O Max. Design Pressure, From the Specific NOA System: Co 2 . S : UD " oc @ Lap, # Rows @(e " oc L" oc @ Lap, # Rows 4 Ca V " oc Number of Fasteners Per Insulation Board Field: Perimeter Corner Deck: � p Type: �J / Illustrate Components Noted and Gauge[Thickness: 44/ T Details as Applicable: Slope: � f� Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant AnchorBaseSheet&No.ofPiy(s): Tr BIN - S rip, Base Flashing, Counter- Flashing, �H QQ � ing, Etc. Anchor`BaseSheet Fastener/Bonding Material: indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: �� Spacing or Submit Manufacturers Details that j Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: 1 j4 3 t v ; c° Base Insulation Fastener/Bonding Material: t Top Insulation Layer: 4f k,'Q-- Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s,40 Ply(s)40F Q 1QS 4 775 Base Sheet Fastener/Bonding Material: �_{t�st�.1l� ra�►l.� Ply Sheet(s) & No. of Ply(s):� 1 P1 Ply Sheet Fa ner/Bonding Material: of (1M� oto Top Ply: Cow J;t `–L.+ Top Ply Fastener/Bonding Material: 14 Surfacing: FT. Parapet Height 2 FT 0000 HE 0000.. Mean 'Roofs • •.. %Height0000.. 0 0 96.0.0 • 000.0 0000 000.0 • 0000 000000 :06:0: • 0 . • 0000.. . 0 0000.. �e • • • • 0 0 0 •0000• 000 0 0 0 . 0 0 tA F t vi u SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this 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 and the contractor The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement be72. a owner and the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in l-cordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removi g the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor,and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. C ►v 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accord nce with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the servir.6 f lVgf the roof. Exception: Attic spaces, designed a Florida licensed engineer or registered venting, venting shall not be requ' d. MIS L Owner's/ gent's Si ature Date Contr 113 3 1. 4"`-CC4c.%-, Property Address Permit Number *Osseo ffflll inatethe attic TGFU.R1306 - Roofing Systems Page 2 of 47 "GAFGLASS #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS@ Flex Ply 6" and "T -i -Ply@ Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21h to 3-gal/100- ft2. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 HT" "Ruberoidg Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and 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. Deck: C-15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: —Three or more plies Type G1 or "GAFGLA I 4" or'Tri-Ply@ Ply 4" or "GAFGLASO Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 :Incline- 2 ulation (Optional): —One or more layers er or glass fiber or polyisocyanurate or urethane or ulabon (Optional): — One or more layers perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi or "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASO Ply 6". Cap Sheet: — One ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap' BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanu rate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Pty Sheet: — Two or more plies Type G1 "GAFGLASS Ply 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 Cap Sheet" or "GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32 I ne: 1 C� S - Slip Sheet (Optional): — Red rosin paper, nailed to deck. 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 Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet" (may be nailed). 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 "GAFGLASO EnergyCap— BUR Mineral Surfaced Cap Sheet." Surfacing (optional): —"TOPCOAT@ EnergyCote—" applied at a rate of 2-gal/100-ft2. 5. Deck: NC Incline: 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 "GAPOLA91 EnergyCapTM BUR Mineral Surfaced Cap Sheet." • • Does "":' 6. Deck: C-15/32 Incline: 2 i • • • : • • • •••••• •••••• Insulation: — One or more layers perlite, glass fiber, polyisocyanu rate, urethane, periite/polyisocyanuratg rp&NIte, perlite/urethane • • composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints). • • Base Sheet: — One or more plies Type GI or Type G2 or Type G3. • • • • • • • • Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Wertlo Granule'Plus" or • •"' s "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "RuberoidoAgpaanule" or;"grold@ • • • • Mop Plus Granule" or "ROOFMatch— SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" on"ROOFMatch— APP 0000 00 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 Sheetim FAPGLAS@ EnergyCap"" • BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. : : • • • • • • •' 7. Deck, C-15/32 Incline: 2 i • • • • • • • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or • • periite/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. 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 "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 "ifri-Ply@ TP -4G" or'Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth". http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 4/19/2013 TGFU.R1306 - Roofing Systems Page 2 of 47 "GAFGLAS@ #80 Premium Base Sheet" may be used In any of the following systems. "GAFGLAS@ Flex Ply 6" and 'T9 -Ply® Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6". "GAFTEMP Permaiite 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 "Flreshield MB" at 21h to 3-gal/100- ft?. "Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberold@ 20" or "Ruberoid@ 20 HT" "Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth" Class A, B and 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. Deck: C-15/32 Incline: 3 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. Ply Sheet: — Three or more plies Type GI or "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or periite/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@ 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 "GAFGLASS EnergyCapT BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLASS Ply 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 Cap Sheet" or "GAFGLAS@ EnergyCapTM BUR Mineral Surfaced Cap Sheet." 4. Deck: C-15/32 Incline: 1 CDi �,5��-t- If Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness pedite 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 Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or -'Tri-Ply@ #75 Base Sheet" (may be nailed). 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@ EnergyCap— BUR Mineral Surfaced Cap Sheet." Surfacing (optional): — "TOPCOAT@ EnergyCotem' applied at a rate of 2-gal/100-ft. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or -'Tri-Ply@ #75 Base Sheet". Pty Sheet: — One or more plies Type GI "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 "G EnergyCap— BUR Mineral Surfaced Cap Sheet." • • 0000 6. Deck: C-15/32 Incline: 2 • • • i • • • i • •••••• • Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurat%we;peaite, periite/u►ethane composite, phenolic, 1 In. minimum (offset a minimum of 6 -in. from plywood deck joints). Goes • • Base Sheet: — One or more plies Type GI or Type G2 or Type G3. • • 000000 Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ TdWPGranule Plus" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberold(I1 &Wp C7anule" or -liteberold@ Mop Plus Granule" or "ROOFMatch— SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane -.%r- Q8FMatch..4Pp Modified Granular" or "Tri -Ply@ TP -4G" or'Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth". Cap Sheet: — Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet4bP "AFgLAS@ EnerdyCapTM BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt. • • •0 0 • • 7. Deck: 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. 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 -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchl APP Modified Granular" or "Tri -Ply@ TP -4G" or -Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth". • • • 00••0• *ease e • •ea•• 0000•• e • • •0000• see••• http://database.ul.comlegi-binIXYVItemplate/LISEXT/1 FRAMElshowpage.html?name=T... 4/19/2013 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 endorsematttvlany product, for sales, advertising or any other purposes shall automatically terminate this NOA, Fpilure to Cbtnply 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, FfAda, and foll6wed by the expiration date may be displayed in advertising literature. If any portion of the N(7A1A displaj",-$6en it shall be done in its entirety. :000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufadt6rdf or its disfn'butors and shall be available for inspection at the job site at the request of the Building Officialt This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.: e • • The submitted documentation was reviewed by Jorge L. Acebo. 00 , �J NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 .ease. ea.ee. .e000e 0000*0 e e 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: FireOut Fire Barrier Coating, Versa5hieie Fire Resistant Roof Deck Protection or (optional) Securock"' Gypsum Fiber Roof Board. Base sheet: GAFGLAS2'#80 Ultima" Base Sheet, Stratavene 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; Fastening Options: 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® F1exPly7' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' #12 Fastener or Drill-TeoT" #14 and Drill- Tec'm 3" Steel Plate, Drill -Tec" AccuTrac® Flat Plate or Drill -Tec"' AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —15 psf. See General Limitation #7) GAFGLAS® Flex Ply"' 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 #;9 GAFGLAS® #80 Ultima - Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/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 X9 .... GAFGLAS®#75 Base Sheet or any of above base sheets attache%�toeJack wit Dr l -Tec .' #12 Fastener or Drill -Tec"' #14 Fastener and Drill -Tec"' 3" Steel Pjgte, Drill:Tte ' ....:. AccuTrace Flat Plate or Drill -Tec"' AccuTrace Recessed Plate 12; pc,in 4 rows• One row,. is in the 2" side lap. The other rows are equally spaced approximaWy 9" o.c?.ij%0%field of the sheet. • (Maximum Design Pressure —60 psf. See General Limitation #7f .. . . .... ...... Any of above Base sheets attached to deck approved annular rin�shj*nails and'3" .Goes inverted Drill -Tec"' insulation plates at a fastener spacing of 9" o'c. at the 4" Iap.stA,ggerec. in two rows 9" in the field.0 G G •"' (Maximum Design Pressure —60 psf. See General Limitation #7) 00 *e e NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' (Continued) #12 Fastener or Drill -Tec"' #14 Fastener and Drill -Teem 3" Steel Plate, Drill -Teen' AccuTrac Flat Plate or Drill -Teen' AccuTrace 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) Ply Sheet: 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. Cap Sheet: (Optional) One ply of GAFGLAS® 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. 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 NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 ...• 00000 0000.. • 0000.. . 0000.. 0000.. •.0..• 0000 0000.. 0000 . 0000. 0000.. -09* 06.00 . .. 0000• 0 0000.. .. .0600. • . 0 . . 00.00. 0000.. 0 • 0 . 0 0000.. • � 00 0 0 000 0 • 0 . 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 Ply'm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'A" DensDeck'M Roof Board or 1/2" 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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referrMithin • • • • • this NOA, General Limitation #9 will not be applicable.) • • 0. 0 • • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shalf conform to • • • • Roofing Application Standard RAS 111 and applicable wind load requirements. so*:** :0600: 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure•2cm2's0(i.e. iWd•:6 ' • 0000. perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted foMManced0fastening at.*: • • 0000. 0 enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this HAIM;; is sp; 0ica00lly .... 0 referred within this NOA, General Limitation #7 will not be applicable.) 0 0 0 0 0 0 • 10. All products listed herein shall have a quality assurance audit in accordance with the Flo¢idfBbildin Code and • • • • • • Rule 61 G20-3 of the Florida Administrative Code. 00 • • 0 0 • .. 0000.. END OF THIS ACCEPTANCE ' ° • • •' • NOA No.: 13-1022.15 htwM�•nr4ne eourPmr Expiration Date: 11/04/18 • • Approval Date: 11/06/14 Page 16 of 16 COUNTY M][AMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida. 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF 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 endorsen;wKeof•any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to Lb?nply with any section of this NOA shall be cause for termination and removal of NOA. •' ' :see:* ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, FiAds, and folldwed by the expiration date may be displayed in advertising literature. If any portion of the NO7A19 displaf *41 en it shall be done in its entirety. a *go INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa&brPor its ddstnebutors and shall be available for inspection at the job site at the request of the Building Officialt� * e This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16.0 e e The submitted documentation was reviewed by Jorge L. Acebo. " ' NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 1 of 16 • •oboe• .ease s s 000.0• 0 aaos0• 0 a 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: FireOutm Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or (optional) Securock7 Gypsum Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima"" Base Sheet, Stratavene 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; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation # i GAFGLAS® Ply 4, GAFGLAS® F1exPly"' 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' #12 Fastener or Drill -Tec'. #14 and Drill- Tec'ffi 3" Steel Plate, Drill-Tec"m AccuTrac® Flat Plate or Drill -Tec." AccuTrace Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Flex Ply"° 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 Ultima"' Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 1'/a" 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 base sheets attached�tQt1e k witk DrUl-Tec" .' #12 Fastener or Drill-Tec'm #14 Fastener and Drill -Tec"' 3" Steej j'jgtr* Drillr8c i" sees** AccuTrace Flat Plate or Drill -Tec"' AccuTrace Recessed Plate 12G'ai®.•in 4 rows! One rojV ..„ is in the 2" side lap. The other rows are equally spaced approxinjawlp g" o.c,jj%UUfield 8f ' the sheet. •"' (Maximum Design Pressure —60 psf. See General Limitation #:'. . see �,... Any of above Base sheets attached to deck approved annular rine. nails ands" `• inverted Drill -Tec"' insulation plates at a fastener spacing of 9" A. at the 4";ap-A- ggerec `sse, in two rows 9" in the field. `` """ .. (Maximum Design Pressure —60 psf. See General Limitation #7) see ' ' NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec' (Continued) #12 Fastener or Drill -Tec' #14 Fastener and Drill-Tec'm 3" Steel Plate, Drill -Tec"' AccuTrace Flat Plate or Drill -Tec"' AccuTrace 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 ps, f. See General Limitation #7) Ply Sheet: 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. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapBUR 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 4001bsJsq. 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 NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 0000 • 0000 0000.. 0000.. 0000.. 0000 0000.. • 0000.. 0000 . 0000. 0000.. 0000• 0000. .9.. .....9 0000.. ' 0000 :. • 990..9 9• . .0090. 00 0 NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LnuTATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply'rm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDeck7 Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LEMTATIONS: 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 tbs./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 shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas! • Fhstener densities shall be increased for both insulation and base sheet as calculated in compliantg jpit� RoofQ!Ipplica$dti •; • Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professiwal Erweer, �. 0000.• Registered Architect, or Registered Roof Consultant (When this limitation is specintabpreferredwithin, • this NOA, General Limitation #9 will not be applicable.) "00000 :000:0 0000. •. 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminatigA*4 signs shAll conform tv - • • Roofing Application Standard RAS 111 and applicable wind load requirements. 0 • r 0000 s•..• 4669 .80000 9. The maximum designed pressure limitation listed shall be applicable to all roof pressus&aQuas (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permittekor Ahanced fastening 000. enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this WitAon is sp0ec>}ically . 0000.. referred within this NOA, General Limitation #7 will not be applicable.) 0 • : •; • 10. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildidfrCotie and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 1 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: SS Property Address: G. C - Roofing Permit Number: Dear Building Official: I Sc- aiGpf(-G 0. certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structu as a pted by the Florida Building Commission by Rule 913-3.047 F.A.C. 0090 ,999 090009 • 999999 9 9.9999 Signa re C ��C--W. Print Name • • • :00 • • 0000.. 000000 00 .009 9 9000. 000999 9900 0000. State of Florida ..' ..' 08:0 • • • • • • County of Dade 9 '. • 0000.. 0000.. 0 0 0 . 0 0 0.; The undersigned, being the first duly swom, deposes and says that he/she is the owner for the sbove propertyy:l@ntiondid0.0 Sworn to and subscribed before me • day of 20 n\ . Notary Public, Sate of Florida (SEAL) Revised on 5121/2009 • ti� cid LYNDA C. HOTTE MY COMMISSION # EE a EXPIRES: August 12,,:2016 Bonded Thm Notary PubNc Urs FINAL COMPLIANCE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: L., (J S S 0-�'2 0 Property Address: t 1 -b ?') Cl t . Roofing Permit Number: Dear Building Official: I L0 �S�S ® certify that I am not required to retrofit the roof to wall connections of my building because: 11-14 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ,"'•. . . 0000 0000.. ❑ The building was constructed in compliance with the provisions of the Florida Building Code k with$bgggvisions '. 0000.. 00.09 .; of 1994 edition of the South Florida Building Code (19 SFBC) • • •: •.0 • • •: • 0.00 . . •000.0 00.06 Los S.. 0000. C 0000 0000 0000.. Signature C.00P Print Nam . • • • • • • • • • • 0000• 0000•• •• State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me th' day of Q 2.0 l .5 , p ,�'� ; LYNDA C. MOTTER *; * MY COMMISSION # EE 219026 Notary Public, Sate of Florida at Large' ., o EXPIRES:August12,2016 Bonded rnru Notary Public Undenwtters • When the just valuation of the structure for purpose of eTvalorem 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 512112009