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RF-10-363 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137381 Permit Number: AF -3 -10 -363 Scheduled Inspection Date: April 05, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: SANCHEZ, VIVIANE Work Classification: Flat Job Address: 41 NW 109 Street Miami Shores, FL 33168 -4314 Phone Number Parcel Number 1121360030290 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone: 305/265 -2654 Building Department Comments Reroof flat 1050 Ft Inspector Comments Passe W — Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 02, 2010 For Inspections please call: (305)762 -4949 Page 5 of 18 W "W s& WA f/0 10050 NE 2nd Ave p Miami Shores, A 33138 Phone 305 - 795 -2204; Fax 305 -756 -8972 vwuw.miamishoresvillage.com RE: Permit # KF - - I 6- to 3 DATE: INSPECTION AFFIDAVIT I Lo u 1 C • T® LC �C ,. licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C CC l 3f- �p 0 3 2. On or about 10 ®® �d , 1 did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at . �j I 0 q S - rP EE T (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigatio a rofit Ma at ased on 553.844 F.S) Signature State of Florida , County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of .. / 4 ' go 10 Notary Public, Sate of Florida at Large F ° �. M _ er `General, Building, Residential, or Roofing Contractors or any individual certified und such an inspection. ° �►►►t►to attt ®° Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection g Miami Shores Village MW 10050 N.E. 2nd Avenue W Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 3 1 , f ✓ Expiration: 0911112010 Project Address Parcel Number Applicant 41 109 Street 1121360030290 Miami Shores, FL 33168 -4314 Block: Lot: VIVIANE SANCHEZ Owner Information Address Phone Cell VIVIANE SANCHEZ 41 109 Street MIAMI SHORES FL 33168 - Contractor(s) Phone Cell Phone Valuation: $ 5,5 00.00 T&S ROOFING SYSTEMS INC. 305/265 -2654 w Total Sq Feet: 1050 Type of Work: Re Roof Available Inspections: Additional Info: Flat Inspection Type: Classification: Residential Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.80 Invoice # RF -3 -10 -37229 Education Surcharge $1.0 Permit Fee -New Roof $275.000 03/24/2010 Check #: 6295 $ 243.60 $ 50.00 Scanning Fee $9 03/08/2010 Check #: 6253 $ 50.00 $ 0.00 Technology Fee $4.80 Total: $293.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 24, 2010 Authorized Signature: Owner / Applicant 1 Contractor / Agent WE Building Department Copy March 24, 2010 1 NOT-ICE ,OF COMMEM MENT A RECORDED. COPY MUST BE POSTED ON THE JOB"SITE AT TIME OF FIRST INSPECTION ..OR Bk 27217 3379; t 1 p s `d RECORDED OV17/2010 15:32:17 1 t - �.t3 0 ®� " HARVEY RUVINY CLERK OF COURT PERMIT NO. TAX FOLIO NO. nIANI• -DALE COURTYr FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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. Space above reserved for use of recording office 1. Legal description of property and street/address: 141 N W 10 q ST S llOe@6 FL. •331 t® 8. MIA.til l S1I09E5 EXT P8� LOT 29 6LX V q _ 2. Description of improvement: W IC —)WO F F L,4 T 3.Owner(s) name and address: V I 4 Q . .SAN Cfl _ ; '4 N W 10q SL M 14M 1 S AORES, FL . 33169 Interest In property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. MSTEMS. i OF FLORIDA, CO the Al CLU 5. Surety: (Payment bond required by owner from contractor, If ah' f BY of 4 N Name, address and phone number. udginal n this obi on v Q 20 Amount of band $ 6. Lender's name and address:. WfTiVESS my h a ERK 7. Persons the State of Florida designated by Owner upon whom not'ces or othe - • rved as provided by Section 713.13(1)(a)7., Florida Statutes,. Name, address and phone number: 8. In addition to hlmself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provi In Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date-of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dfffmmt date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED. IMPROPER PAYMENTS UND • HAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN AESUI.T•IN YOUR PAYING TWICE - IMPROVEM 0 YO P ERTY. ANOTICE OF COMMENCEMENT MUST BE RECORDED'AND POSTED ON THE•JOB SITE BEFORE THE FIRST INSPE O . OU D TO.OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECO Y 0 F COMMENCEMENT. ' 18kePAR-C-0 by Sign r ) r- ' Authorized Officer/Director/Partner/Manager �^ , By _,...., By 1 De d P. Dum u I Print ame W G . SAN 014EZ Print Name I .5 T'Ibe/Offlce Q Tme/Offlce. . AJIA.rM l i~L. l STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me thi day of - - 16 A i/1 v A . Sd 0 Z dividually, or ❑ as for Personally known, produced the following type of Id or enttti on: Signature of Notary Public: Print Name: o : • P • ?a (S VE IFIGATION PU SUA TO ON 9 525 'FLORID S TUTES �,a 80 947089 Under penalties o p d I at I have read the foregoing and s 9 '`� that the facts sta I ar e, the be st of my knowledge and belief: ® ® ® ® > ® ®� ®8U� SIAtEOFo ° ® ®0® . Signature() of s e )'s Authorized Offlcer/Director/Partner/Manager. who s 1 gl3v`e: B y _,. . � PACiE3 717 t 5{ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) It' �"�1t'� Phone # Owner's Address Al Lt City ,�gr l J x`I�i State T L- Zip 3 ia Tenant /Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip j 31 t� FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # o - 6�, G ? S Contractor's Address q ©l /v� 3 $'f city 91z'I . State C. Zip 2- -7 Qualifier Name �t;1i j rc - i ce. o Phone # 3 c) J 76'E — ` ( -, r q State Certificate or Registration No. L`C C ��� 1 � Certificate of Competency No. � Architect /Engineer's Name (if applicable) I F I Phone # s' Value of Work For this Permit $ _5 V Square / Linear Footage Of Work: Type of Work: ❑Addition r ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ 1 '0 9 Technology Fee $ Q•hQ Scanning Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee S Structural Review. $ Total Fee Now Due $ zgax J See Reverse side o f Bonding Company's Name (if ap 'ca e Bonding Company's Address City State Zip Mortgage Lender's Name (if p hbl Mortgage Lender's Address City to 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 o 'ce of commencement and construction lien law brochure will be delivered to the person whose property is subject to a nt. Als , a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection is o rs s4ven 7) days after the building permit is issued. In the absence of such posted notice, the inspection will not a p o ed tzd re nsp ction fee will be charged. Sign Signature 04 o Agent gen Contractor The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before me this 3 day of _NAPZCJ1- ,20 VIVl4 &I S4NCWEL dayof M4 20 I Lo uis E• TO , who is personally known to me or who has produced FL who is < onally kri to me or who has produced DJ -- As identification and ho e an oath. as identification and t2 take an oath. NOTARY PUBLIC- ® ®RA ++ +pi, ® ®' ® ®® NOTARY PUB Sign: _ • ° G Sign: v �� . Print: ff m j rn My Commission lis��gh, tlgg �;� • My Commsjcp ) Z!OF FLOR`�oe ® ®® APPLICATION APPROVED BY: �• ���Q Plans Examiner Engineer Zoning (Revised 07/10/07) 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305. 758 -8872 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 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Dear Building Official: 14IJ '�t't S47r /� ?7 — certify that I am not required to retrofit the roof to wall connections of my building because: 9.1 - just valuation for the structure for purpose of axation is less than $300,000.00. Please attach proof of ad valore ation. ❑ The building w cdn truc'ted in compliance - t r f the Florida Building Code (FBC) or with th o i ion of 9P edition of the Sout I " ` t g e (1994 SFBC) I 4 F"I"f"P Ar 1 9 - � ems, -� �, Signature r Prin ame APPROVETY BY DATE ZONING DEPT State of Florida County of Dade °� ®G DEPT SUBJECT CO CCMPL.IANCE WITH ALL FEDERAL The undersigned, being the first duly sworn, de P bbT§ AWdl��AhbtE l d% LWS tra for for the above property mentioned ®k% %N SAND N /� ®� ®' Sworn to and subscribed before me this dafdf T ®� 10 , M Notary Public, Sate of Florida at Large Age �dfl * When the just valuation of the structure for purpose of valorem taxation is equal to or mo thar ® $��uilding was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the 1fgllwa 4d �$'B nnection Hurricane Mitigation. Miami -Dade My Home Pagel of 2 f! My Home �.: ...: MIAMI - N9! -C AD . Show Me: Property Information Legend Search By Pro party Select Item,:,i. Boundary Selected Property 19 Text only diE tt6 Property Appraiser Tax Estimator street im xa Property Appraiser Tax Highway Comparison rs N = Miami -Dade County ` v S mmary Details: water � Folio No.: 11= 136 003-0 90 a Pro 1 NW 109 ST R Mailing VIVIANE G SANCHEZ A ddress:' 1 NW 109 ST MIAMI �� E HORES FL 8 a „ 1 8 3168 Props Information: t 0800 SINGLE FAMILY P rimary Zone: RESIDENCE CLUC: 0001 RESIDENTIAL- Neat: SINGLE FAMILY, Beds/Baths: /2 Floors: 1 rig . x.; L iving Units: 1 A dj Sq Footage: 11,849 Lot Size: 9,150 SO FT Y ear Built: 1940 Digital Orthophotography - 2007 0 +o.. ®• 112 ft MIAMI SHORES EXT PB 43-4 LOT 29 BLK 219 Legal LOT SIZE 75.000 X 122 ascription: OR 18222 -0733 0798 1 My Home I Property Information I Proonarty Taxes COC 26261 -1423 02 I My eighborhood I Property Appraiser L 3 OR 26935-0093 01 Home I Using Our Site I About I Phone Directory I Privacy I D isclaims Assessment Information: ear: I 2009 2008 nd Value: $105,448 215,690 uiidin Value: $136.603 144,737 If you experience technical difficulties with the Property Information application, Market Value: $242,051 360,427 or wish to send us your comments, questions or suggestions ssessed Value: $242,051 360,427 please email us at Webmaster Taxable Value Information: Y ear: 2009 2008 Web Site Applied Applied 0 2002 Miami -Dade County. axing Authorriy Exemption/ Exemption/ All rights reserved. Taxable Taxable Value: Value: R egional: $0/$242,051 $0/$360,427 County: $0/$242,051 $0/$360,427 C $0!$242,051 0/$360,427 drool Board: 1$01$242.0511$0/$360,427 Sale Information: S ale Date: 612009 Sale Amount: 258,000 Sale O/R: 693 093 Sales Sales qual(ried as a result Qualification examination of the tion: deed View A ' ianal Sale Additional Information: ^lick hereto see more information tor th is ro gert Community Develonment District i http:// gisims2. miamidade .gov /myhome /Propmap.asp 3/3/2010 SECTION 1524 HIGH-VELOCITY HURRICANE ZONES- - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 Chapter 15 of the Florida Building Code, Building 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 designated space indicates that the item has been explaiilfed. x 1. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) 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 between the owner and the contractor. 2. Renaiiing wood decks: When replacing roofing, the existing wood roof deck may have to f ` be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the. (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 i roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to .� >tr be performed. r t A "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. The owner provides the option of maintaining this appearance. Yt of the building ain well and 5. Ponding water: The current roof system and /or deck g ma y not dr , may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an ij indication df•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 "r should be corrected. X 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup 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 accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilla 'on: Most roof structures should have some ability to vent natural airflow through the interior f e structural assembly (the building itself). The existing amount of attic ventilation II no be reduced. It may be beneficial to consider additional venting which can result in ,e ' ending he service life of the roof. P 1 , t 4 V EAwne`s� g. n'a. ignature date Co ctor's Sig ure Date Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name -Ti Job Address 1t,/ ROOF CATEGORY <L01-s-lope ❑ Mechanically Fastened Tile E. Mortar /Adhesive Set Tile Asphaltic Shingles El Metal PanellShingies F 1 Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOFTYPE ❑ New Roof e- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) (10 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. G��1 1 1 1 rrTT 1 1 I r i i i i 11 � 1 1 1 I 1 f 11 1 t Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet and identify Manufacturer ' Attachment (if a component is not used, Identify as "NA ") Field: 9 If oc @ Lap, # Rows -L @ " oc System Manufacturer: GA F CO 1Z 17• Perimeter: (E- " oc Q Lap, # Rowsi @ L ' . oc NOA No.: Qq" 12.1q • dq Corner: "oc @ Lap, # Rows i @ - 4e oc Design Wind Pressures, From RAS 128 or Number of Fasteners Per Insulation Board Calculations: Field Perimeter � Corner Pmax1A Pmax2: ` -6 Pmax3: 1214 3 Illustrate Components Noted and Details as Max. Design Pressure, From the Specific NOA Applicable: System: , — SL -=5 Woodblocking, Gutter, Edge Termination, Deck: Stripping, Flashing, Continuous Cleat, Cant Type: CD)( PLq WOOD Strip, Base Flashing, Counter- Flashing, Gauge/Thickness: S1 it Coping, Etc. indicate Mean Roaf Height, Parapet Height, Slope: tt2 indicate of Base Flashing, Component Material, Anchor /Base Sheet & No. of Ply(s): i PLy G4F "T`. * Material Thickness, Fastener Type,- Fastener Spacing or Submit Manufacturers Details=that Anchor/Base Sheet Fastener/Bonding Material: Comply with RAS 111 and Chapter 16. 1 t 14." R. K�A 11-5 Insulation Base Layer: f� JA MiNEI;A L- Sue FAOF- Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: FT IA A-AS 2.10J Parapet Top Insulation Layer: N�Q -� Height Top Insulation Size and Thickness: A Top Insulation Fastener /Bonding Material: , AL Mean i Roof Base Sheet(s) & No. of Ply(s): � f A Height Base Sheet Fastener/Bonding Material: GAF '154 1 8A51r, v1t Ply Sheet(s) & No. of Ply(s) : 00FU ES r:aAF Ply Sheet Fastener/Bonding Material: - W ASERALrT INIFE 1\1 4A p ANI - - - -- Top Ply: ( FL GAF LAP -e O EE.T (2) PLI ES Top Ply Fastener/Bonding Material: ASN A•SP N•A LT T\/ PE. I. V .Surfacing: �¢ rl t ILLS i; }, A NDAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 -PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (3M 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA} GAF Material Corporation. 1361 Alps Road ty NT 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 byN iami Dada - 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. AD!VERTISEWNT: 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 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Dais: 11/04/13 M an oe ct� unn tr Approval Date: 03/20/08 " Page I of 19 ROOFING SYSTFM APPROVAL Category: Roofing Sub- Categorg; BUR Deck T;YUe; Wood Maximum Desian Pressure -75 psf T[2ADE NAMES OF PRODUCTS MANUFA.CTURm OR LABELED BY APPLICANT: — -- _ - - -- - -- - - - - - - TABLE I Test Product Product Dimensions SI)OCI iCation Description Leak BusterTM MatrixTN 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in built-up roofing. Primer GAF Mineral ShieldTM 60 & 100 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTm 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBuster= Matrix= 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrlxTM 55 gallons Asphalt emulsion fbered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D-4586 Refined asphalt blended with a mineral 204 Wet/Dry Roof . ASTM D-3409 stabilizer and fibers. Permits adhesion to Cement wet and dry surfaces. RUBEROe Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement LeakBusterTmMatrix7m 5 -gallons - -- - ASTM D 4586 Asphalt- fiashingZement - -- - __- _ —_ -- 201 Premium SBS Flashing Cement GAFGLAS #75 39.3T'(1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 .. Expiration Date: 11/04/13 WMIAMOAOtCO Approval Date: 03/20/08 ` ` Page 2 of 19 Vest Product Product Dimensions ... Specification Descry lotion . . GAFGLAS #80 39.3P'(1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass ULTIMATM Base Sheet wide base sheet GAFGLAS 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with Flex P1yTM 6 wide asphalt coating. GAFGLAS Ply 4 39.37'(1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. GAFGLAS Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet wide surfaced with mineral granules. GAFGLAe 39;3T'(1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet EnergyCaplu Mineral wide surfaced with mineral granules with factory Surfaced Cap Sheet applied layer of TOPCOAT EnergyCoteTM. GAFGLAS 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTm Perforated on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. •GAFGLASO Flashing Various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS 39.37" (1 meter) ASTM D 4897 Fiberglass base sheet impregnated and STRATAVENT wide D 3672 coated on both sides with asphalt. Surfaced EliminatorTM Nailable on the bottom side with mineral granules embedded in asphaltic coating. RUBEROID SBS 1 meter (39.37") ASTM D -6164 Non -Woven Polyester mat coated with Heat Weld"m Smooth wide polymer - modified asphalt and smooth surfaced. RUBEROO SBS 1 meter (39.3T) ASTM D -6164 Non -Woven Polyester mat coated with Heat WeldTM Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROe SBS 1 meter (39.37") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat- Welctm 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.3T') ASTM D -6164 Non -Woven Polyester mat coated with Heat-Weldrm PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROO SBS 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyester mat coated with fire Heat- Weld PLUS FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROe SBS 1 meter (3937'1 ASTM D -6164 Nan -Woven Polyester mat coated with Heat- WeldTM 25 wide polymer - modified asphalt and smooth surfaced. RUBEROID Modified 39.3 meter) ASTM D4601, Premium glass fiber reinforced SBS Base Sheet wide Type II, UL modified base sheet Type G2 BUR .NOA No.: 07•- 1219.09 Expiration Date: 11104113 M AMI nanE CO iJN Approval Date: 03/20/08 Page 3 of 19 Test Product Product Dimensions SpecifIcaiion Description RUBEROID 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5-147 interply sheet reinforce with a glass fiber mat. RUBEROe Mop 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with Granule wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID Mop Plus 39.37" (1 meter) ASTM D 6222 ' Non -woven polyester mat coated with (Granule) wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBERO1D MOP 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Smooth wide ASTM D 5147 polymer- modified asphalt and smooth surfaced. RUBEROID MOP 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire 170FR ' wide ASTM D 5147 retardant polymer modified asphalt and -surfaced with mineral granules. RUBEROID MOP FR 39,37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with fire wide ASTM D * 5147 retardant polymer modified asphalt and surfaced with mineral granule's. RUBEROID TORCH 3937' (1 meter) ASTM D.5147 Heavy duty, polyester reinforced, asphalt Smooth wide modified bitumen membrane, smooth surface. RUBEROID" TORCH 3937" (1 meter) ASTM D 5147 Asphalt impregnated, coated felt, surfaced Granule wide with mineral granule. RUBEROV TORCH 39.37' (1 meter) ..ASTM D 6222 Heavy duty, polyester reinforced, asphalt PLUS (Granule) wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID' TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated FR wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROH)P 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROIDP 30 39.37" (1 meter) ASTM 6163 Non -woven fiberglass mat coated with wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID 30 FR 3937' (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with fire wide ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. RUBEROe 39.3T"(1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer ULTRACLAD wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil, RUBEROO Dual FR 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. Vent Stacks (metal and TAS 100(A) One way valve vent used to relieve built-up plastic) ASTM D 1929 pressure within the roof system. OAF Vent ASTM D 635 Stocks are available in metal or plastic. NOA No.: 07- 1219.09 cpiration Date: 11/04/13 aitA� Nc aeco vrirY Approval Date: 03/20/08 O Page 4 of 19 Test Product roduct Dimensions SReci� on . Description Leak BusterTM MatrixTm 5 gallons ASTM D2824, Non-- fibered aluminum pigmented, asphalt 302 Non Fibered Type I roof coating. Aluminum Roof Coating GAF Built Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt. Asphalt hulk Types I, II, III and IV RUBEROID MOD 60 lb. kegs SEBS modified asphalt. Asphalt, Asphalt L & Asphalt P . Leak BusterTM MatrixTM 5 gallons Surface coating for smooth surfaced and 602 mineral surfaced roofs. Leak BusterTM MatrWm 5 gallons Surface coating for smooth surfaced and 715 mineral surfaced roofs. LeakBusterl'm MatrixTM 2 gallons Surface coating for smooth surfaced and 531 WeatherCoteTM mineral surfaced roofs. SeamCot6m 2, 5 gallons proprietary Elastomeric roofing membrane. . FireOutTM - 5, 55 gallons Low VOC, fire harrier coating. VersaShicie 350 sq ft. roll Rion- Asphaltic Fiberglass -Based Underlayment. VersaShiekf FB -i S 350 sq ft. roll Non Asphaltic Fiberglass -Based Underlayment. VersaShield` FB -2S 350 sq ft roll Non - Asphaltic Fiberglass Based -- - Underlayment. TOPCOAT" FireShioie 5, 55 gallons ASTM D412 Mastomeric roofing membrane Mg ASTM D -21 -96 ASTM D1475 ASTM E-1644 Leak BusterTM Matr!)P 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 SBS Flashing Adhesive -• Flashing Grade. Cement Leak BusterTM Matrix7m 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt .102 SBS Adhesive Adhesive. • Leak Bustofm MatrixTm 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt 202 SB9 Flashing Adhesive — Flashing Grade. Cement Leak BusterTM MatrixTm 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement 203 Plastic Roof Cement Leak BusterTm MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. 103 Cold Process Adhesive NQA No.: '07- 1219.09 Expiration Date: 11/04/13 M M C Approval Date: 03/20/08 Page 5 of 19 Test Product roduct Dimensions L . pedt cation .... Deserription Leak BusterTM MatrixTM 5 gallons ASTM D 2824 Fibered aluminum coaxing. 303 lbared Aluminum Roof Coating Leak BusterTm MatrixTM 5 gallants ASTM D2824, Non- fibered aluminum pigmented, asphalt 304 Non Fibered Type I roofcoating. Aluminum Roof Coating APPROVED INSULATIONS Table 2 ' Product Name. Product Description: Manufacturer {With Current NOA) EnergyGuardTM RA, RN Polyisocyanurate foam insulation BMCA ' Composite A & N Polyisoeyanurate foam insulation with GAF Materials Corp. high density fiberboard or Permalite psrlite insulation. . EnergyGuardTM Fiberboard Fiberboard insulation. GAF Materials Corp. EnergyGuardTM Permalite Perlite insulation board. GAF Materials Corp. EnergyGuardTM GAFCANTrm Cut perlite. board GAF Materials Corp. EnergyGuardTm Permalite Recover Perlite recover board GAF Materials Corp. Board EnergyGuardrm Tapered Edge Strip Tapered perlite board GA Materials Cor EnergyGuardTM Perlite Perlite insulation board GAF Materials Corp. EnergyGuardlM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnergyGuardTM Composite Polyisocyanurate/wood fiberboard BMCA composite EnergyGuardTM Composite RA ' Polyisocyanurate /wood fiberboard BMCA composite Wood Fiber Wood fiber insulation board generic High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck', Dens Deck Prime, Water resistant gypsum board G P Gypsum Corp Dens Deck' Dura GuardTM Structodek Wood fiber insulation board Knight Celotex SecurookT'd Fiber reinforced roof board USO Corporation NOA No.: 07- 1219.09 ftpirsition Date: 11/44/13 aMi caunir�r Approval Date: 03/24/48 PP • ED Page 6 of 19 r APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number ' Wane Description Dimensions ('with Current NOA) 1. Drill -Tedm #12 Standard, Insulation fastener and Various GAF Materials Corp. #14 and #15 extra Heavy. Base Play fastener for Duty Fastener, Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. Drill -TecTM ASAP Pre - assembled Drill- Various GAF Materials Corp. TeOu Fasteners and metal and plastic plates. 3. Drill -TecTm #12 or #14 Base sheet fastening Various GAF Materials Corp. Standard screws with assembly. AccuTrac Plate 4. Drill -TecTm Galvalume Round Galvalume stress 3" and 3 W GAF Materials Corp. Plates plates. 5. Drill -TecTM Round polypropylene 3 and 3 W GAF Materials Corp. Polypropylene Plates stress plates. 6. Drill -TwTM AccuTrac Square Galvalumeo 3 Square GAF Materials Coip. _ - -- Plate coated steel plate. Test Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A 4470 07.02.97 - - - v . JX 0D0A8.AM 4470 07.09.99 1.I.OD1A8.AM 4470 - TAS 114 07.29:94 J.I.0Y9Q5.AM 4470 - TAS 114 04.01.98 3029832 4470 - TAS •114 05.11.07 PRI Asphalt Technologies, Inc. GAF- 012 -02 -02 Physical Properties 11.06.01 GAF- 020 -02 -01 ASTM D 4977 02.01.02 IRT of S. Fl. 02 -005 TAS 114 01.18.02 02 -014 TAS 114 03.22.02 NUA No.: 07- 1219.09 Expiration Date: 11/04113 MIAM,12 Dai c uNTY Approval Date: 03/20108 a Page 7 of 19 Deck Type 1: Wood, Non - insulated ' Deck Deseriptiow x/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield "Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAe #80 ULTIMATM Base Sheet, STRATAVENTO EIiminatorTM Nailable, RUBERoe Modified Base Sheet, RUBEROe 20, RUBEROID'� Heat WeldTM Smooth or RUBEROID Heat WoldTM 25 base sheet mechanically fastened to deck as described below, Fastening Options:. GAFGLAS Ply 4, GAFGLAS Flex PlYm 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. (Mxdmum Design Pressure - 45 psi, See General.LIMUation #7) GAFGLASOD Ply 4, GAFGLAS Flex Plym 6, GAFGLAe #75 Base Sheet o any o a ove Bases Bets attached o deck w ri - ec - - J V, v or # 15 Screws and 3" Drill -TecTM stool plate or Drill -Todm 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 psi, See General Limitatlon #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 r 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 psi, See 'General Zirnitation 07)_ GAFGLAs #80ULTIMAw, RUBEROID RUBEROW Smooth, base sheet attached to deck with approved 1 Ile' 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 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tedm #12 standard, #14 or # 15 Screws and 3 "Drill -TecTm steel plate or Drill -Tedm AccuTrae Plates, l2" 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 Tedrm 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- 121-9.09 Expiration Date: 11/04/13 MIAMI -DARE coin Approval bate: 03/20/08 j Page 17 of 19 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTrd #12 standard, #14 or # 15 Screws and 3" Drill -TecTr l steel plate or Drill -TecTu 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 –7S psf, See General Litt bW ion V) Pty Sheet: One or more plies of GAFGLAS PLY 4, #80 ULTTMA, RUBEROTD MOP Smooth or RUBBROD3 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within. the EVT range and at a rate of 20-40 IbsJsq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROe 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq.. or applied in a flood coat of Leak BusterTM Matr!0 103 Cold Process Adhesive applied at a rate of 3 gaUsq. 2. GAFGLAe Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surffa=d Cta psheet adhered in a full moppinng of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak BusterTM MatrixTU 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal. /sq. 4. Leak BusterTM Matrix''M 715, Leak BusterTM MatrixTM 322, TOPCOAT' MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTm Matriim 602 MB Xtra Elastomeric Roofing Membrane, EnaraCote® roof coating applied at 1 to 1.5 gal. /sq. -- -- — 6. _ TOPCOAT Surface Seal, TOPCOAT Fireshiele SB Solven - based Elastomeric Roofing Membrane applied at Ito• 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Magnum Design Pressure: See Fastening Above NOA No.: 07- 1219.49 - -- - _ - - - Expiration Date: 11/04113 r�:� prau�t Approval Date: 43!24/.08 �` ' Page 18 of 19 WOOD DECK SYSTEM LDUTATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum ' / a" Dens DeckTM or V? 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 otthis 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 lbsJsq., 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 eac ri on to ow cross ven on. sp app ica - - - - -- 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psi 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F'} value of 275 Ibf., 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 Engineer, Arcchitect, 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 its specifically referred within this NOA, General Limitation #19 will not be applicable.) _ Q All-affn an d sizin nailers m pMfdegUdLqLjWhi termination dosia 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 (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 - - -- = - - -- E xpiration Date: 11/04/13 MM12A DE COUNTY Approval Date: 03/20108 ' NOW Page 19 of 19 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS {TEVT) i92 ROOF COVERING MATERIALS (TEVT) Roofing Sy stems (TGM Continued Roofing Systems (TGFM Continued " be used in lieu of any perlite "GAFITW parr wite Recover Board may Base Coat: "A - 38 Series ", 0.75 gal /sq• insulation in any of the following NC Classification Felt S with Hat Second Base Coat: "A -38 Series", 0.75 gal/sq. Unless otherwise indicated, any of the `Asphal er �„ at 2 t — 3.0 with H. Wear Coat "A -38 Series ", 0.75 galJsq plus walnut shells at 0.751bs per Roofing Asphalt" may be surfaced with'Tireshi i sq Class A, B and C Surfacing: "A -38 Series ", 0.75 gal /sq Plus walnut shells at 0.75 lbs P asphalt, is and lass felts or modified bitumen Hot a halt, for use with organ g sq. membranes. Incline: 3/4 4b Deck: NC "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of - Foam: Spray application of 2 -in thick "Palyfaam ( {aluminum) "Ruberoid Mop SBS p in any applicable Classification Surfac}ng: Spray application of 28 to 34 -mils Class A 47 Deck: NC" Incline: 1/2 Incline: 3 Insulation {Optional): One or more layers perl fiber, glass Insulation: Spray application of 2 -1n. thick "I'olyfoam 273" {2.71b /ft• 1. Deck: C-1513 ite, woad ber, anurate composite, Perlite/ anurate, urethane, perlite/isocy Surfacing Spray application of 28 to 34-mils "U -8782" {ivory) e, p fib than �nposite, woad fiber /isocyanurate composithenolic, any s R1306 thickness. Ply 4" or ATT GAF MMUALS CORP Ply Sheet: Three or more layers Type G1 „ GAPGLAS y 1361 ALPS RD, WAYNE NJ 07476 , be utilized as an "GAFGLAS Ply 6 ", hot mopped. "Ruberoid 20" or "Ruberoid Modified Base Sheet' may cations Surfacing Gravel. alternate to Type G2 base sheets in any of the follow Gypsum 2 Deck: C -15/32 Incline: 2 1/2 in, thick (mm) gypsum board or 1/4 in. thick (mm} ation DensDeckO may be used in any existing noncombustible deck Gassific Insulation (optional): One or late % ocyanurate c omposite, per / When this is done, the resulting r orate, urethane, per oofing system is acceptable gypsum for oardoavnd fiber, inn combustible (15/32 in. min} roof decks. The }amts in the urethane composite, wood fiber /}saeyanurate composite, phenolic, any x overla ent board are offset 6 in. with the joints in the deck. If polystyrene is y be } PI Sheet: 'Three or more layers Type G1 "GAPGLAS Ply 4" or part of the roof system, it must be 1Pa 4" ly 6" m' ay a ad edtto G-P Y Also, multiple plies of "GAFGLAS y "GAPGLAS PIy 6" Gyyppssum DensDjck@ in hot asphalt. Guard" in any Cap Sheet: One layer Surfaced pS Surfaced Ca eet P "Energy ClasGuard Ultra" is an acceptable alternate to "Energy Sheet" or "EnergyCap Incline: 2 ap able Classification ;e may be 3, Deck: NC "GAP Stratavent Eliminator Venting Base r more layers perlite, woo Sheet {N " ' ) Y Insulation {Optional): one or fiber, gla li tally attached or hot mopped over noncombustible decks and as a recover over fiber, Li (op io urethane, perlite/isocyanurate composite, p existin roof systems. anurate c omposite, phenolic, 2 in. gg over "EVER- urethane composite, wood fiber /isocy P GAFGLAS perlite Insulation may utilized as a cover board GUARD max. " insulation in a ny of olio the i mechanically stened fa Unless otherwise indicated, Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- adhered with hot mopping asphalt or urethane insulation. adhesive. Polest} +- GLAS Ply 6". e G3 ."GAFGLAS Mineral Surfaced Cap rene reference in any of the following Classficatons include "ENERGuard EPS Cap Sheet one layer TyP Surfaced Sheet". " lass Insu- Indune;1 /2 Sheet" or "EnergyCap Mineral References to glass fiber insulation include "EnergyGuazd Fiberglass 4 Deck: NC h pped. latice. Insulation: One ar two layers "Isotherm R" , 4 in Max, ass fiber ASPHALT FELT SYSTEMS WITH H GAFGLAS #75 Base or Ply Sheet: Any UL Classified gravel surfaced Class A asp g G2 }ialt mat base sheet {" matsystem. " ithe Class I GLAS #80 IIL� ") is a suitable alternate for.Type G1 asphalt 5. Deck: C -15/32 Incline: l fiber ply sheet ("GAFGL:AS Ply 4" or "GAPGLAS ply 6") n. A, or Slip Sheet (optional): Red rosin paper, nailed to deck. C roof sy stem indicated below. G2 halt s mat base Base Sheet sheet "GAF Stratavent Eli One layer Type G2 "GAFGLAS #75 Base Sheet' (may be The roof deck may first be covered with a Type erforat or "GAP nailed). Gl "GAFGLAS Ply 4 Eliminator Venting Base Shoe (P d to be .Perforate r Venting Base Sheet (N Pl Sheet One or more layers TSpe " or GAFGLAS inato t Slim g down. Y Strata en a side da ul „ ,mopped and nailable to be mecliarucally attached granule #75 Base Ply 6 . G3 "GAFGLAS Mineral Surfaced Cap As p L �� O � ip " glass mat base sheet { Sheet", „ TIMA or GAF Stratavent Elurwtatar Venting Base Cap Sheet one layer Type 1 sheet 3 Sheet (Naiiable)"nnay b substituted for G1 the b se }Ply the G. Deck YNC `ergyCap Mineral Surfaced Cap Sheet". ( "GAFGLAS Ply 4 or GAPGLAS Ply 6') #75 Base Sheet". fo llowing Systems. Base Sheet One layer Type G2 "� - - -; 0 o ed spot mopped or mechani- pl Sheet: O or more layers Type G1 "GAFGLAS Ply 4" or "GAP 1-w golid ally fastened. Cap Sheet one layer Typ Unless otherwise e G3 "GAT•GLAS Mineral Surfaced Cap indicated, all insulations may be hat mopped or mechani- Sheet'' or TnergyCap Mineral Surfaced Cap Sheet ". cally fastened. + may be used for flashing in any of the Incline: 2 "GAFGLAS Flashing' or "Ruberoid" 7. Deck: C-15/32 lass glass fiber, isocyanurate, ure- PERMAllTW' or Class A, B or C systems listed below. Insulation: One or more layers perk When " perlite" is referenced, this includes GAPTEMP thane, perlite /isocyanurate composite, perlitelthane composite, phe an}+ other UL Classified perlite insulation. nolic,1.0 in. min (offset from plywood joints 6 in.). Crushed stone or slag are suitable alternates for gravel in any of the Class A, Base Sheet: one or more layers Type G1, G2 or G3. B or C systems listed• Membrane One or more layer "Ruberoid Torch" (Smooth or Granule) Structural cement fiber building units are considered suitable to be included Memb an Torch Plus" (granu)e), "Ruberoid Mop" (Smooth or Granule) as a deck in the following Gass A, B or C systems listed over C -15/32 or NC. or Ruberoid Mop Plus" GA ) l Surfaced Cap Sheet" or The use of gypsum board under any of the f Class Asum board �p Sheet Type G3 "GAFGLAS Miners does not adversely effect the rating. The use of 1/2 in. min gyp (perlite /rosin paper) Mineral Surfaced Cap Sheet', hot mapped. acceptable alternate for insulation over C -15/32 decks. Incline: 2 The use of polystyrene insulation boar d between mil s l4ene /p�Bte) b oar d a 8 De&�C -1 /32 ass and deck with rosin paper' y. hn Insula (optional): One or more layers perlite, wood fiber, suitable alternate for isocyanurate board in the fo ate/ po fiber, isacyanurate, urethane, perlite /isocyanurate composite, per llowing Class A, B or�C Insulate . composite, wood fiber /isocyanurate composite, phenolic, any systems. BMCAEnerggyyGuard RA", "IiMCATapered EnergyGuard an�te� ulsula- thickness. � EnergyGuard RA" may be substituted for any Atlas polyisocy Base Sheet Two or more layers Type G2 or G3. lion m an of the following Classifications. Ply Sheet {Optional): One or more layers Type Gl. Tru a ny "Perms Map" maybe utilized with any o£ thllowin e fog "Asphalt Felt Systems with Hot hoofing Asphalt of the following Membrane: One or more laye "Ru (Smooth or Granule) -- G APGLAS An Premium Base Sheet may be used in anY 'Ruber s s Vie) FIr AW.I.Ah ra, Ibns - oafC�i ' ••� - .,� "' Y .� �,�r.� s = e o .- ' . • � j8G0 ({ wnk` � G�lf,.��' � ''{¢' �t .1.'��•�t p�_}(•�p�'i ` +�y + LW 7� + • ' • ." •rc `'Ct ✓'�' �rtRl4 �33 0 17 � odo"1 � L_t.L „•Eswp Jim, W one NOU o pwdlowa not vmb no dowses ml scat �• nr. nrthe d ..-- a •fir . r.. s . - �� ) t 1 AS MY sb rer Esea's tireii p �- ' � « S S t ar' :..' � ToW �� � roy8rl�]9 ia�""'a S • . � '� � 4 I I � � . �« . • �pp1AG'�' � ��prflyjds iiu��� �� � - •.:.• ,_}ojo , (b@ O mMogod to. lbl3L WOW, uptor CS. s SIB up to % Aft Od coo 'rat f4ow mom` ;pl'6AF" A so tttet" Ws we oits� DUP SPL AsPbA docks jvqdply) for bm od ON �� .•� � -; Z .. •`� w � � �� '!8, _ n p��bacfG -sse�� • - �. sL ��'33�00 7 «'t • yam'; ao" _ � • ,••e» • ','�°'• �, • • • � S r • yr• ' r ' •• � � L�a'•i�B��aG���V k� ��Rt4}L_�f {uA•Yil „"'- . _ a ;tt • - orlesdsd o bw boa � o* how 3 • 23Eops in t o o perioot � ` • � ` 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 139384 Permit Number: RF -3 -10 -363 Scheduled Inspection Date: March 31, 2010 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: SANCHEZ, VIVIANE Work Classification: Flat Job Address: 41 NW 109 Street Miami Shores, FL 33168 -4314 Phone Number Parcel Number 112136003029 Project: <NONE> Contractor: T&S ROOFING SYSTEMS INC. Phone: 305/265 -2654 Build Depa rtment Comments Infractio Passed Comments Reroof flat f050 Ft TIN CAP SPACEING False Inspector Comments CREATED AS REINSPECTION FOR INSP- 139091. CREATED AS Passed REINSPECTION FOR INSP- 137379. Existing structure has been modified with out permits. Roof must not be Failed ❑ installed over existing without permits for repairs. NB I spoke with Sandra from T&S Roofing and she will resolve. Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 30, 2010 For Inspections please call: (305)762 -4949 Page 22 of 23