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RF-10-1728Permit rpe: JUIL BUILDING PERMIT APPLICATIO 20 Sob Address.(wheere the work is ;being done) ' /oar �J ' cit Miami Shows Village County Miami -Dade .....Zp FOLIO./ PARCEL #' ' :: 7520 - 1 . : �« - o :2.. lip: : :.:: ;.. k IsSididing :Historically Designated ;" YES: ': ' 1 0 Contractor's Company Name Arcli tect/Engineer's' lamo'.(if applical le) Value of Work For this Permit'$:: :. Type of Work: 044ditien e eribeWok. [!� 1) s b Work: ar. it Flood`; Zone. AL‘ lits5 Phone.# D ''-; 300^ 1 Olga SEP30Ma Y: Permit No. `gtii' Master Permit No. Ctintractoes Addicts. 2..Co l r ( (C . . I. ..: State' -r1i0 Qom: QUalifier :Na *.:... 14 4 0 6(A46:. . State Certificate or Registration No C t a certificate of Connpetency No, lF . ContaetPhone . OS' '94 E-; S K61)* ? C1�t� il.yGDQ•�l . • Phone .# Square / Linear Footage Of W'orki `,. � V• Alteration Ne* ....; r ... ,..., a epairllkepia ce: °` , :0-Demolition • x- . 11 4coF 6/2-e ` e? 4 ' : C, i f 66j/it Submittal Fea'$ Permit Fee $ • (� . CCF $ Co /CC S Notary $ 'raining/Education live $ • Technology Fee $ . . Scanning $ Radon $ : ' D PBR $ Bond $:, Doable Fee $ Violatio date:: Striiictaral Review;`$ Total Fee Now Due $ . . See Reverse side - " O er's Name (Fee Simple Titleholder) , . i Rio / ,1 . Phone # . - s s f�_ Owmor ' Addres f. .:. � :.�. ��:: � T /�G fir. .0 ill i d .51•x, <,e. � a..►, . } state :.: � �L : � : Z� ‘ t 3: � ' :::..: .:. . ... , ;;,;, t P n" 1iores Village Building Department 1 005 11.E.2nd ` venue, Shores, Florida 33.13 TeL (305 79 Milani 5.2204 Fax (305) 756.5972 INSPECTION'S PHONE NUMBER: (305) 762A949 • 1[ = Bonding Company's Name (if applicable) $ouding Company's Address C ity State Mortgage Lender's Name r{if applicable) Mortgage. Lincler'S Address City State .Zip Application is hereby made to obtain a permit to do the work and installations as indicated, 1 certi y that no work or installation ha c ommenced prior to the : issuance of a permit and that all work will be performed to meet the standards of all laws regnlatin construction in this jurisdiction, 1 understand that a separate permit must be secured for ELECTRICAL WORK,. PLUMBING, SIGNS WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC...,. OAR'S AFFIDAVIT: I certify that all the foregoing infortnation is accurate and t t all work will done an co Dian wv"tkh al applicable laws regulating construction and zoning, . . IARNIN TO OWNER:; YOUR ' LIRE TO RECORD A NOTICE _i MN1EENCEMENT MAY RESULT IN YOUR PAYING VICE F " ROVENIENTS . TO YOUR PROPERTY, IF YOU INTEND . TO OBT. ]D ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY RE FO REC ORDING YOUR NOTICE OF COMMENCEMENT." 1 on ce to Applicant:. s a condition to the issuance of a building permit with an estimated value exceeding $25O), the applicant rrtu p romise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose pm is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the fob -site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the" inspection will not be approved and a reinspection fee will be charged. Signature Sign: Print: My Commiss APPROVED BY Ar Owner or ge Tine foregoing nstrumeat was acknowledged before me this day of "a 1 2O12_, by C,eov- GDil 'fa c1 w ho is personally known to me or who has produced As idea ifi ,'nS1 410Ai e* a NOTARY IPUBLI on Expires: Revised 07 /10/07XRe wised 06/10/20 CARLOSA.LfREHNA of V PE/4, � Notary 'Public - S of Florida Commission Expires, Jul 31, 2011 Commission #_Do 693640 Bonded Through National NotaryAssn. /1 91 Plans Examiner Engineer The fore day of Contractor ent was acknowie4 d be re ,2010, by who is personally known to me or who has produced r X1.1 li . .1ro A.. ark I i `RINI. as 1 ; -° - 9 - a d ands a :1,-.17,. .,,, „a,, CAR A RBtNA 9 ' Notary . Public - Stain of �tort da i ` 'It. My Commission Expires Jul 31, 2011 , r Commission #-DL 693640 V, � J ,j S d t � ended Through National Ndolary Assn. , Sign• NOTARY P C.1(11,1€) S . Print: My Commission Expires: '� f 3 * *r Lenoir Clerk checke Inspection Number: INSP - 151799 Permit Number: RF -9 -10 -1728 Scheduled Inspection Date: October 25, 2010 Inspector: Bruhn, Norman Owner: GODFREY, GEORGE AND KAREN Job Address: 1481 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: P & G Contractors Group Building Department Comments RE -ROOF FLAT ROOF AREA ONLY. WITH BUILT UP ROOF SYSTEM OVER RAMERED INSULATION. Passe iijO f 6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 22, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)586 -5092 Parcel Number 1132050240130 Phone: (305)300 -5145 Page 12 of 26 Signature I �L•F.�t/G�/� ty244At.S • (Print name and clrcle License Type) License #: 3 2 9�0.q" On or about State of Florida County of Dade: Notary Public, Sate of Florida at Large Revised on 5/21/2009 RE: Permit # f2 P - 9-/62-(7 l0 /Zz�c� (Date & time) INSPECTION AFFIDAVIT licensed as a ( FS 468 Building , I did personally inspect the roof deck nailing and Miami Shores Viiiage Building Department DATE: /e / Contractor / 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r ngineer / Architect, Secondary water barrier work at leicS A/6 700 5 7. (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this /C day of &lb (2M& CARL OS A. URBINA p lIV, ,, public - State of Florida oc�` a < Notary • '� My Commission Expires Jul 31, 2011 erg o Commission # DD 693640 4 o& ' Bonded - through National Assn. *General, Building, Residential, or Roofing Contractors or any indMdu, ce„ 'ed under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I(" 3205-`0Z 10(30 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certai property, and in accordance with Chapter 713, Florida Statutes, the fol is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: , • 3. Owner(s) name and address: Ge e,.7 e . 06..4 1 or to .� Interest in property: 4 eU+If - Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. `? 41. et L Rs I O Are- .3#••7 'E'ti ommA. 33r - z., • 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated. by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided 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 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 I, 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. or Owner(s)' Autho z • • cer/Director/Partner/Manager j 0 . `' Prepared By C X)1t ? . ,0 , �. -_ .. // Print Name Zfoj NtV 1tJ t4r c,a x'30 Title/Office 4.4,t t.tUl..U. 1 tZ-7 Signature(s) of Owne Prepared By Print Name Title/Office 0 w STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing jnstnlment w By ❑ Indivi6ualfy, or as G7/0' ❑ . Personally known, or ❑ produced the following type of .identification: Signature of Notary Public: Print Name: (SEAL) !HER 13 original filed In wr(N8SS HpIRVIV EV 02 9 day of for / Y#t A/&" 10 VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA 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(s). of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Man By 123.01 -52 PAGE 0 11111111111111111111111111111111 .1111111111111 CFN 20 10R06639,33 OR Bk 27438 Ps 3047; (1ps) RECORDED 09/30/2010 09:48:3? HARVEY RUVIN? CLERK OF COURT PIIAMI -DADE COUNTY? FLORIDA LAST PAGE reserved for use of recording office cO!O i 44.41/ P/ 33 ! '38 dues Q 4,4 ..... • CARLOS A. URSINA Notary Public -. State of Florida .1. My Commission Expires Jul 31, 2011 Commis;3ion # Of) 693640 'FRU; * Bonded ThroughNational Notary Men. Sincerely, PROJECTION ONE, INC. Engineer and Construction Eduardo Cardona, P.E. Pres. Projection One, Inc. Accepted by gmammstm gr10- (12$ Consulting Engineers - General Contractors - Roofing Contractors DATE: October 13, 2010 TO: Mr. George Godfrey ADDRESS: 1481 NE 102 St. Miami Shores, FL. 33138 PE0025950 — CGCO21866 — CCC1328717 INSPECTION PROPOSAL Dear Mr. Godfrey: This is a proposal to inspect the connections of the joists of the flat roof located at the north side (back) of the referenced house, to the supporting wall and beam. The connections will be inspected and if they comply with the Florida Statutes' requirements of the Hurricane Mitigation Retrofits, a certificate of compliance will be given. If any corrections are needed in order to comply with the statute, indications of the work needed to comply will be specified to the contractor, a new inspection will be performed after the work is finished and the certificate of compliance will be given. The total cost of this work is Seven Hundred Fifty Dollars ($750.00). An advance of Three Hundred Seventy Five Dollars ($375.00) is due at the acceptance of this proposal and the balance of Three Hundred Seventy Five Dollars ($375.00) will be due when the certificate is ready. RESPONSE This signature correctly sets forth the understanding of th Date 11243 SW 156 Place, Miami, FI. 33196 Ph: 786 -443 -4394 E -mail: Engineering @Pobox.com Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 2,872 Lot Size: 14,407.50 SQ FT Year Built: 1955 $25,000/ $651,928 MIAMI SHORES BAY PK ESTS AMD PB 56-86 Legal LOT 17 & E1/2 OF LOT Description: 18 BLK 1 LOT SIZE 127.500 X 113 OR 20479 -2039 06 2002 1 OR 20479 -2039 0602 00 Year: 2010 . 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $645,205 $50,000/ $626,928 County: $50,000/ $645,205 $50,000/ $626,928 $50,000/ $626,928 City: 850,000/ $645,205 School Board: $25,000/ $670,205. $25,000/ $651,928 Folio No.: 11- 3205-024 -0130 Property: 1481 NE 102 ST Mailing Address: GEORGE S GODFREY &W KAREN D 1481 NE 102 ST MIAMI SHORES FL 33138 -2621 Sale Date: 6/2002 Sale Amount: $750,000 Sale O/R: 20479 -2039 Sales $417,936 Qualification Sales which are qualified Description: $1,029,855 View Additional Sales Year: 2010 2009 Land Value: $504,486 $588,764 Building. Value: $417,936 $441,091 Market Value: $922,422 $1,029,855 Assessed Value: $695,205 $676,928 Year: 2010 2009 Homestead; $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map Aerial Photography - 2009 This map was created on 9/29/2010 10:18:07 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 0 ■ 114 ft Summary Details: Property Information: Page 1 of 1 Assessment Information: Exemption Information: Taxable Value Information: Sale Information: http: / /gisims2.miamidade. gov /myhome /printmap.asp ?mapurl= http: / /gisims2.miamidade.go... 9/29/2010 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 •• ••• • • • • • •• • • •_• • • 4. • • • Other Component o$ Pioa / iroval • • 5. Municipal p ado 6. Owners it o f o, o n Consirleraions (Reroofing Only) 7. • Any Regd - - 4.`fif TestlestetfbuilifbeDoadmentation Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,6,6,7 4,6,6,7 Prescriptive BUR -RAS 160 A,B,C Asphaltic Shingles A,B,D 1,2,4,6,6,7 1,2,3,4,6,6,7 1,2.3,4,5,6,7 1,2,4,5,6,7 1,2,3,4,6,6,7 Concrete or Clay Tile A,B,D,E Metal Roofs A,B,D Wood Shingles and Shakes A,B,D Other As Applicable • Iu C z z 4�1 n. W O O 9 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 • •° • HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. I 0 0 Lj FLORIDA BUILDING CODE — BUILDING INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: • •• • • • • • •. rs • • • • • • • • • • •• •• • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. .Section A (general Information) Master Permit No. Process No. P4 c ecettr WAg C7A, 2 Contractor's Name �f,p Job Address / '( / 4C /Q a 5T //G L(il/r -462e4iFi •33/ 38 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 160 � ROOF TYPE ❑ New Roof t�Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) 1f50 Steep Sloped Roof Area (SF) /4- Total (SF) 1 /7 Sectin R (Rnnf PIan1 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. NNONNININMENIMIEMMEIMINENN ■■■■■■' NNW 'L 1 ■ ■ ■ ■■■6■ ■I 1I' uu■■■■■ ■■Iii ■ ■■■ ■■■■■■INT FA ■■IMME■■■ /S!■■■■ ■ ■ ■■■■ESINEM■YVINNI E\, \I■■■■ ■ ■ ■■■■M%r■ ■r■■ILNU■ ►'■■■■ ■■■■■■ ■ M14V■■ ■■ ■■■I' its ■■ ■■ MENNEN ■■■■■■ YASEP dMISI ii■M7M Z�' U• ■ ■ ■ ■ ■■ ■ ■ ■Ii■UJE■ EIME TMEN ■■■ ■■■■■■■■■■■■■■■-1?'ri_nm EMENNEEHNEINNIMINNIENIMMIREBI ■■■■■■■■Swww UMMIER NM■■■■■ FLORIDA BUILDING CODE — BUILDING • • • •• • • ••• •• •••••• • ••• • • • • • •• • • • • • • • •• •• • • • • • • • ••• •• • • • • • • • •• • •• • Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer. W,turreve,045 4e1 Product Approval No.: 07- /Z/ % ^® 9 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: • Z Pmax2: 8 Z' Pmax3 :7 / Max. Design Pressure, from the specific Product Approval system: 52 ' r Deck: Type: Gauge/Thickness: Slope: 1 l COK pL ysvvvo Anchor/Base Sheet & No. of Ply(s): AnchprBas Sheet F s enerBonding M terlal: ,, rape/ad Insulation Base Layer. ®�4 • e . Base Insulation Size and Thickness: Y4%0 Base Insulation tene o g Mateyfal: s f i e avkAlf 77^ y • Top Insulation Layer: #�A Top Insulation Size and Thickness: A/A Top Insulation FastenerlB,l ing Material: Base Sheet(s) & No. of Piy(s): N /a' Base Sheet FastenerBondin ,, aterial: Ply Sheet(s) & No. of Ply(s): p LY N • • Ply 4rQ %� do l �'t?y a /�i �)• Top Ply: hn& / %`1•. Top P • • • • •• stenerBon n eri • • • • zth ?wit FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. 4. 4 2 / araiiiii Surfacing: .....•• • • • • • • • • • S1 ••• • • • ••• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: er Field: - 0 " oc @ Lap, # Rows @ 1 " oc Perimeter: " oc @ Lap, # Rows ` @6' " oc Corner: 6 " oc @ Lap, # Rows 4 4 6 " oc Number of Fasteners Per Insulation Board: Field Perimeter 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 N/A Comer "'(Q' 1. 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. 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed'in accordance with the current provisions of Section R4403. (The roof deck is 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. 4. , __ Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. / //l Ponding water: The current roof system and/or deck of the building may not drain well and may ca se 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. 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 (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof sirucffi res: iojjd h re solrie ability to vent natural airflow through the interi of the structure assembly ItI% building i$e1).;Ttplxisthl8 amount of attic ventilation shall not be reduced. It may be beneficial to cd'rtkiddr edditTdhal 4enan'whfch can result in extending the service life of the roof. . : : :.:G •' t�` �l Owner/ gen Signature Da . • • • • • oentractor ignature ' ate Revised on 7/9/2009 LD .•. • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • •• •• ••• • • • ••• • • Nif AMIOAQ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL, DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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 faits 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 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 pr ovided to the. user by the manufacturer or its distributors and shall be available for inssection tt tliq jqb tit: 4 Ale request of the Building Official. • • .... .. ... • • • This NOA renews and revises NOA No. 03 051M05'alid dons3stss o'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 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM Matrix' 201 Premium SBS Flashing Cement GAFGLAS #75 T t7 . APPROVED Roofing BUR Wood -75 psf Test Dimensions Specification 3, 5, 55 gallons 60 & 100 Ib. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons •• • •• • • • • • •• • • • 39.37" (1 meter f.•A Q4QQr ►sj:hglt'impregnated and coated glass mat wide base sheet. • •• • • • • • • • • • • • •• • • ASTM D 41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 ASTM D -3409 ASTM D 4586 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ••• • • • • • • • •• • • • • • ••• • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT EliminatorTM Nailable RUBEROID SBS Heat- WeldTM Smooth RUBEROID ® SBS Heat- We1dTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID SBS Heat- WeldTM PLUS RUBEROID ® SBS Heat- WeldTM PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBEROID Modified Base Sheet Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) ASTM D 4897 wide D 3672 Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter wide • •' • ••• • • • • • • • • Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D3672 • ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ••• • • • AsTMrz4iOt, ache at, IIL' Type G2 BUR •• • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • •• •• • • • • Product • Description, Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth :surfgedd. Mi'ediium glass fiber reinforced SBS :4(14e4 base sheet • • •• • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 or 19 Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROID TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter), • Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 MT.M i:6164 ASTM Lt 514: • •• • • • • • ••••• • • WS 100(A) ASTM D 1929 ••• 'xST1lit 63'• • • • • • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• 111 • • • • • • ••• • • • • • Product Descrintion SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced,, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Nen -maven polyester and fiberglass mat coat& with file retardant, polymer modified ai hilaand surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stac`s aro available in metal or plastic. • • • • • NOA No.: 07- 1219.09 • • •• • • Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 ••• • • • • • • • • • •• • ••• • Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield VersaShield FB-1 S VersaShield FB -2S TOPCOAT FireShield MB Product Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM Matri 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive . APPROVED Aimensions 5 gallons 100 lb. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350sg ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons • •• •• • • • • • • .• Test Specification ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roof coating. ASTM D312, Types I, II, III and IV proprietary Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 Cold Applied Modified SEES Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons .• ASTM D4586 • • .• Standard Plastic Asphalt Roofing Cement ••• • • • • • • •••••• • • . • •• • • • • ••• • 5 gallons •.' A•111/143t41§ •Celd•Applied Asphalt Adhesive. ••• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product pescriution NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Leak BusterTM MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ® , Dens Deck Prime, Dens Deck Dura GuardTM Structodek SecurockTM Test Dimensions Specification 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons ASTM D2824, Non-fibered aluminum pigmented, asphalt Type I roof coating. • • • • • • • • Table 2 Product Description: PoIyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board F4be seiaforced roofiioar . .• ...•.• • •• • • • • • . • •• •• • • • •• • • •• • • • • • •• • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • •• • • • • • •• • .•. • • • • • • • • • • •• • •• • • • • • • • • • • • • • • Product Description Manufacturer (With Current. NOA) BMCA ' GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FASTENERS: Fastener Number Product Name 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TeeTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill-TecTM Galvalume Plates 5. Drill -TeeTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency, Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1:AM J.I. OD0A8.AM J.I. ODIA8.AM J I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 • • • • • • • • • • • • • • •• • • TABLE 3 •• •.• • • • • • •. • • • • • • • •• ••• •• • • • •• • • • • • • • •• • • • • • • • • • • ••. • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • •• •• • • • ••• • • • • • • • • • • • • • • • • •• • • Dimensions Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 ' /z' GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Manufacturer (With Current NOA) . Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page7of 19 APPROVED ASSEMBJJF.S Deck Type 1I: Wood, Insulated Deck Description: 19 or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =5, plastic plate only (Table 3) Density /ft =P) EnergyGuardTM, EnergyGuardTM Composite, EverGuard ISO,'EnergyGuardrM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A EnergyGuardTM High Density Wood Fiber, EnergyGuard Recover Board, Wood Fiber, • Minimum %2" thick N/A N/A EnergyGuardTM Perllte Minimum %" thick N/A N/A Fiberglas (Min. 13 1 16 " thick) N/A • N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT EllminatorTM Perforated laid dry or a layer of EnergyGuardTM Perllte or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. • Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM • Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat- WeIdTM Smooth or RUBEROID Heat- WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at• f stin t*ipicipg of 9" o.c. at the lap staggered and in two rows 12" o.c.010 the jelI1' • • • • • • • (Maximum Dhctgn &d art tali 4 Sae General Limitation #7) • .• . • •• • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • . . •• • • • • . • • • ... • • • • ..•. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .. •• • • • .. •• 000 • • • 0 00 • • N/A NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor 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 - .4S psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" 0.0. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows - staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure - 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 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 Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 60 psf, See General Limitation 1M GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #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) Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS STRATAVENT EliminatorTM Perforated, RUBEROID Modified Base Sheet, RUBEROID Mop Smooth, RUBEROID 20 RUBEROID Heat- We1dTM Smooth or RUBEROID Heat- WeldTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). Ply Sheet: One or more plies GAFGLAS PLY 4, GAFGLAS Flex PIyTM 6 sheet, #80 Ultima, RUBEROID Mop Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. • • ••• • • • • • • • • • • • • • • • .•• ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • ••• • • . . • • • • • • • • • • • • • • • . •• • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • •• • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: Maximum Design Pressure: See Fastening above. (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 lbs. /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 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 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 lbs./sq. 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, EnergyCote+ roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT' Fireshield SB Solvent 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. •• • •• • • • • • •• • • • • • • • • • • •• • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 07- 1219.09 • • •• •• • • • • • •• • • • Expiration Date: 11/04/13 Approval Date: 03/20/08 •• • • • • • ••• • • Page 10 of 19 • • • • • • • • • • • ••• • • • • •. • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or ' /2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibsisq., 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 12lbs. /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 Ibf., 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 �n 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 nailers, 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 (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 referrer] iwithhl tti Np4, pOnfill Limitation N7 will not be applicable.) 10. All products listed herein shall haa0 a qulitettss4rdnce,4udit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Adni;nistirative • • • END OF THIS ACCEPTANCE • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • •• .• • • • • .• • • • • • • •.. • • • • •.• • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • •• •• • • • •• •• • •• • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 UL Online Certifications Directory OCD Home Quick Guide Contact Us UL.com See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classfications include "ENERGuard EPS Insulation ". " EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. •• ••• • • • • • •• References to glass fiber insulation in {lude " Zner,4 F1barglass Insulation ". • •• • • • • ••• • • •• ••• • • • • • • ASPHALT FELT SYSTEMS • WITH HOT ROOFING ASPHALT •••• ••••••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 /2 -in. thick (minimum) gypsum board or 1/4-in. thick (min) G -P Gypsum Corp. "DensDeck Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM 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. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM 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 "Tri-Ply Ply 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" in hot roofing asphalt. "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. • Type G2 asphalt glass mat base sheet o iFGLi S # 75 Base She$" �" or "Tri-Ply #75 Base Sheet ", or " GAFGLAS #80 ULTIMA ") is a sit leNtelnaUfdr Tytie:G assialt 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. Page 1 of 3 4 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nailable 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 PERMALH 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. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of % -in minimum gypsum board is an acceptable alternate for insulation over C -15/32 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 ". •• ••• • • • • • •• • "GAF 1 EMP Permalite Recover Boarcl% may �e� is� d�in�li� bfy perlite insulation in any of the following NC Classifications. • • 060 • • • • • • • Unless otherwise indicated, any oft • "Anhalt'•lt pyktemewittalot Roofmg Asphalt" may be surfaced with "Fireshield MB" at 21/2 to 3- gaj/1V0 - :.. ' ' ' • ' • • ••• •• • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• •• • • • • • • ••• • • " or any other UL Classified Page 2 of 3 Class A, B and C Hot roofmg 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. 2. Deck: C -15/32 Class A Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyariurate 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 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri= Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCapTM TM BUR Mineral Surfaced Cap Sheet." Copyright © 2008 Underwriters Laboratories Inc.® Last Updated on 2010 -09 -07 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow - Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2008 Underwriters Laboratories Inc. ®" An independent organization working for a safer world with Integrity, precision and knowledge. • • • • • • • • • • •• • • • • ••• • • • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • • • • ' • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••••• • • • •.•• • • •••••• • • •••• ••• • • • ••• •- • Page3of3