Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-12-510
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171915 Permit Number: RF -3 -12 -510 Scheduled Inspection Date: April 05, 2012 Inspector: Bruhn, Norman Owner: PUMO, BEN Job Address: 10395 NE 12 Avenue Miami Shores, FL 33138 -2669 Project: <NONE> Contractor: HIGH & DRY ROOFING Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1122320300060 Phone: (305)542 -3194 Building Department Comments RE -ROOF FLAT ONLY Passed,4 Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 171913. CREATED AS REINSPECTION FOR INSP- 171821. CREATED AS REINSPECTION FOR INSP- 171487. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 04, 2012 For Inspections please call: (305)762 -4949 Page 13 of 13 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1 11111111111 11111 1111111111111111111111111111 TAX FOUO NO. t I _ 2Z 32_ no- DOLO THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: ‘'h kt CiFiH 20128 ®212B e1, OR ek 25047 Ps 125(1; (1pe RECORDED 03/26/2012 11:39 :20 HARVEY RUVIN, CLERK OF COURT MIAf1I -DARE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office W1�arnt� FL• 2. Description of improvement: �ee coda c1c .4 tyv�r 3. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: ri 5. Surety: (Payment bond required by ownp om contractor, if any) Name, address and phone number: fI Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner , mT.nyogyp. fowto..,o ttivr do v !ems ma.,..,e ___ ._. . . Section 713.13(1)(a)7., Florida Statutes, I a n gray L �,� � � �. A a 470 131P� Name, address and phone number: ^-, : 8. In addition to himself, Owners designates the following peg np q-iya,a , ofi theL enors otice as �1urov(de (in section °� 713.13(1)(4 Florida Statutes. ° ' ` �° �� Name, address and phone number i'AN �3�bf �ss�+� �:dCcyat3 f>" 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature r s) of Owner(s) or Ownr(s)' Authorized Officer/Director/Partner/Manag Prepared By 1 l Prepared By 1.4,1c.Jb sC .Cc) Print Name Print Name Title /Office — Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f goinglnstrument was aclmowledgesIJ�eSQre me this - .7, � day of Pi Or ; ° I By Yl a I VIA Y " ❑ Individually, or ❑ as for Personally known, or d produced the following type of identific Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLOR DA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature of Owner( p Owner(s)'s Authorized Officer/Director/Partner/Manager wh By 4/YYI.40°- 123.01 -52 PAGE 3 3/10 By J MENENDQ "— MY COMMISSION *D0940274 EXPIRES: NOV 15, 2013 Bonded through 1st State Insunrnce aigncd abovc: Miami Shores Village 61P91111 611-04/0 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: D'? l� E l 2 & A. Permit No. RECEIVED MAR 262012 BY. Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel #: ° 2.2-12d1-e o " 00(00 Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Y@ QU, Phone #: Address: G CJ eS95 City: Il ikketw t, (' -25, State: nt30 Tenant/Lessee Name: M t Phone #: Email: CONTRACTOR: Company Name: TAI Ifs �n ‘C-� POCA n Phone #: , JVJ Z '3 1 / If Address: � A q b k tl Q Act.% ka . 4k (_,0 City: (1" e 0 at��. i0 State: F-� Zip: 3' ti 7 9 / Qualifier Name: 1 % (D �cecc Phone #: ? O� 2- 31,-7 State Certification or Registration #: C L.G 1b2.512:57 Certificate of Competency #: Contact Phone #: �� 2�3« Email Address: kc4 cU Cy fb0 -t'i e[D '41 S4 . MA- Contact Phone #: �J l DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 165b Square/Linear Footage of Work: 700 Type of Work: ❑Additio ❑Alteration UNew �Repair/Replace ❑Demolition Description of Work: he- Coo C �� ******** * * * * * * * * * * * *** * * * * * * * * * * * * * * * ** Fees*** * * * ** * * * * * * * * * * *** * * * * * * * * * * * ** * * ** * * * ** Submittal Fee $ /'js�� Permit Fee $ 0'2 3" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ ., Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ (a _, TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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, n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature Contractor ifed The foregoing instrument was acknowledged before me this fel The foregoing instrument was acknowledged before me this z,v day of Math , 20 1 by F2Cn t'U 1t) day of Ma , 20 L by &1,161.010 LuC rO, who i ersonally knc>to me or who has produced who i As identification and who did take an oath. NOTARY PUBLIC: Sign i( 1 L--14 q' Print: e6 ICS ' `7 e* o . to me or who has produced as identification and who did take an oath. g f OLCLeArt NOTARY PUBLIC: J MENENDEZ MY COMMISSION #DD940274 EXPIRES: NOV 15, 2013 Bonded through 1st Y , urance My Commission Expires: NOV APPROVED BY Sign: J MENENDEZ MY COMMISSION #DD940274 EXPIRES: NOV 15, 2013 Bonded through 1st State Insurance Print: AI N- My Commission Expires: 1�1 D� - I'3 i20 I7 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12 /2012XRevised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) A I' CERTIFICATE OF LIABILITY INSURANCE DA�03/231a j12 rn THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Get Smart Insurance Inc. 19321 N.W. 2nd Ave Miami, FL 33169 Phone (305)653 -7977 Fax (305)654 -0293 CONTACT Gregg Ditrian (ac °.N o , (305)653 -7977 1 M. Not: (305)6540293 ADDRESS: info @insure- smart.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : SaftY insurance Company N INSURED High & Dry Roofing Contractors Inc 343 Ives Dairy Rd #6 Miami, FL 33179 (305) 542 -3194 INSURER B : 11/07/2011 INSURER C : EACH OCCURRENCE INSURER D : ' COMMERCIAL GENERAL � LIABIU(Y ❑ ❑ CLAIMS -MADE d OCCUR ❑ INSURER E : $ 100,00 0.00 INSURER F : $ 5,000.00 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF (MMIDDWYYYY) POUCY EXP (MMIDDIYYYYI LIMITS A GENERAL LIABILITY N N 184561 11/07/2011 11/07/2012 EACH OCCURRENCE $ 1,000,000.00 ' COMMERCIAL GENERAL � LIABIU(Y ❑ ❑ CLAIMS -MADE d OCCUR ❑ DAMAGE TO (Ea RENTED PREMISES (Ea occurrern�) $ 100,00 0.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER V POLICY ❑ 78-- ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 DEDUCTIBLE $ 1,000.00 AUTOMOBILE LIABBSIY ❑ ANY AUTO ALL OWNED SCHEDULED ❑ AUTOS ❑ AUTOS ❑ HIRED AUTOS ❑ AUTOS ❑ ❑ COMBINED IN�d D SINGLE LIMIT (Ea $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PP ReOP I AMAGE ( $ $ ❑ UMBRELLALIAB ❑ OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILI Y Y 1 N ANY PROPRIETOR /PARTNER /EXECUTIVE NIA ❑ WC STATTU- ❑ O1 ER EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) ❑ t1y�v describe under DESCRIPTION OF OPERATIONS below EL DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS/ VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is requbed) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138-2304. • 2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE ACORD 25 (2010 /05) QF Gregg; tzian 069236 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BATCH NUMBER 12 -01 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE PERSON: 10/14/2011 EXPIRATION DATE 10/13/2013 LUCERO GUSTAVO H FEIN: 270934750 BUSINESS NAME AND ADDRESS: HIGH & DRY ROOFING CONTRACTORS INC 343 IVES DAIRY RD #8 MIAMI FL 33179 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED ROOFING CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05114, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12). F.S., Certificates of election to be exempt_. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S„ Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named en the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for faire of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 651839 -4 BUSINESS NAME / LOCATION I" I I s IS NOT A BILL = LBO NOT PAY RENEWAL INCH $ DRY ROOFING CONTRACTORS STATE* CCC1329237 678876 -5 343 IVES DAIRY RD 6 33179 UNIN DADE COUNTY OWNER HIGH & DRY ROOFING CONTRACTORS Sec. Type 196 SPE�CI�ALTY BUILDING CONTRACTOR THIS I ONLY A LOCAL NOT T PEAR - _ "+.- HOLDER TO VIOLATE Amy foams mem/wow De ZONING LAWS OF THE COUNTY OR ones. NO DOES TT EXEMPT THE !FOLDER FROM ANY OTHER TnHoE n PERMIT OR LICENSE NOT A HOLD auAO CO EIRST-CUSS U.S POSTAGE PAID MIAMI, F1. PERMIT NO, 231 WORKER /S 1 DO NOT FORWARD INC IIH 8 DRY ROOFING CONTRACTORS GUSTAVO H LUCERO PRES cqui4croRt ,„x 343 IVES DAIRY RD 6 MIAMI FL 33179 09010030001 000075,00 SEE OTHER SIDE 107 ar Vil;��ae � U :�;i•,1 '. ;, r »I :E ,.^•.,i F H ALL FEDERAL HIGH - VELOCITY `, ; RICANE ZONES Florida Building Code Ed itIoni20tOPsis High - Velocity Hurricane Zone Uniform -Permit pplieationPor11r. Master Permit No. Section A CGeneral Information) Process No. Contractor's Name ! �� 4 \C/ 641tin Job Address tb %CkS E - ROOF CATEGORY EiYow Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhe$iv� $et ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shalt' Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) '100 700 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21 HIGH - VELOCITY HURRICANE ZONES 44.22 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fastener Spacing for Anchor /Base Sheet Attachment Field: 1 " oc @ Perimeter Comer. (o Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not usgd, identi as "NA ") System Manufacturer NOA No.: tn . VI • 09 Design Wind Pressures, From RAS 128 or Calculations: P1: 52.5 P2: 7ti.S P3: �� 7 Max. Design Presrg, From the Specific NOA System: • Deck: Type: W b GaugefThickness: 3114 Slope: (Z Anchor/Base Sheet & No. of Ply(s): 1414. Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. J Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: N Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): ?5 Batg'H a `�stener pdiing Mat al: 1 ''RR CA„ PIy Sheet(s) & No. of Ply(s): 4 I PIy Sh kastener off ing Material: ((11 CI. tt'k__ -- Top PIy: L *UN Top Plyfiastener/ fok digg,Material: MA" �} Surfacing: p, # Rows 2 © c //"__oc #Rows @(0. oc La , #Rows �7 @ CO `f ' "oc Number of Fasteners Per Insulation Board Field Couaer, Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean . Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Cap 5 loskAf 2 rlyys 7- W oo0 Deck Parapet Heiaht vFT. A • Mean Roof Height 2010 FLORIDA BUILDING CODE — RESIDENTIAL Z O �4 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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 between the owner and the contractor. Rending wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 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 to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can ewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 1E0 Pondlng 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 66) Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (waif outlets) are not provided. It may be necessary to install overflow scuppers in accordan with the requirements of Sections R4402, R4403 and R4413. 7. e Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting y ch can result in extending the service life of the roof. 93.cc,rPlea Owner /Agent's Signature Date Revised an 719/2009 LD Contractor Signature OthS/IL Date M IAA AA I�DAt}F BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation. 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 by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. 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. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Deck Description: System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. " /3" or greater plywood or wood plank decks Fire Barrier: (optional) Base sheet: FireOufTM Fire Barrier Coating, VersaShield'Non- Asphaltic Fiberglass Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENTo EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base She or any of above Base sheets attached to deck with approved annu ar 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 Limitatwon #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 PIyTM 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.S psf, See General Limitation #7) GAFGLAS® #80ULT1MATM, 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 to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill- TecT1e #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 pAFGLAS° PLY 4J #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROBr 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. (Optional) One pl of GAFGLAS® Mineral Surfaced Ca. Sheet; . r GAFGLAS EnergyCapTM Mine ; urfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 Ibs./sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCoteo roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT' Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 01-1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ve Dens DeckTM or %" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable) 8. All attachment and sizing of perimeter milers, metal profile, and /or flashing termination designs shall conform with 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 (Le. 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 9B -72 of the Florida Administrative Code. END OF TI IS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 4TGFU.R1306 - Roofing Systems Page 2 of 55 The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of I/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-In. thick perlite board and deck with rosin paper (perlite/rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board In the following Class A, B or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt °. " GAFGLAS® #80 Premium Base Sheet° may be used In any of the following systems. " GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to " GAFGLAS® Ply 6 ". "GAFTEMP 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 21/2 to 3- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberold® 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. 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 G1 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 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 ". Cap Sheet — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or " GAFGLAS® EnergyCapn" TM 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 " GAFGLAS® PIy 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® EnergyCap'"" BUR Mineral Surfaced Cap Sheet." , Deck: C -15/32 Incline: 1 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 -PIy® #75 Base Sheet" (may be nailed). PIy Sheet — One or more plies Type GI " GAFGLAS® Ply 4° or "Tri- PIy® PIy 4° or GAFGLAS® Ply 6 °. Cap Sheet — One ply Type G3 ° GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIy® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap'" BUR Mineral Surfaced Cap Sheet.° Surfacing (optional): — 'TOPCOAT® EnergyCoteTM'" applied at a rate of 2 -gal /100 -ft2. 5, Deck: NC Incline: 3 http: // database .ul.com /cgi - bin /XYV/ template /LI SEXT /1 FRAME/showpage.html ?name =T... 3/26/2012 'TGFU.R1306 - Roofing Systems ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Paae Bottom Page 1 of 55 Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, N] 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet° may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 /z -in. thick (minimum) gypsum board or 1 /4 -in. thick (min) Georgia - Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"' Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia - Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard"" Roofboard" are to offset a minimum of 6- in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "fri -Ply® Ply 4" or "Tri -Ply® Ply 6" may be adhered to Georgia - Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard" Roofboard" in hot roofing asphalt. "EnergyGuard® Ultra° is an acceptable alternate to "EnergyGuard ®" in any applicable Classification. "GAF Stratavent® Eliminator'"' Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard ®" insulation in any of the following systems. Unless otherwise indicated, the roof insulation Is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard® EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri -Ply® #75 Base Sheet ", or " GAFGLAS® #80 ULTIMA") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or'Tri -Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator"' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminator'" Venting Base Sheet ( Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminator"' Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4° or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid ®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. http: // database. ul. com /cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 3/26/2012