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RF-10-1804Inspection Number: INSP- 152201 Permit Number: RF -10 -10 -1804 Scheduled Inspection Date: February 08, 2011 Inspector: Bruhn, Norman Owner: DAVIS, HERBERT Job Address: 46 NW 105 Street Miami Shores, FL 33150- Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Building Department Comments February 07, 2011 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: Tile /Flat el s.0000 , Phone Number Parcel Number 1121360131190 Phone: 786 - 277 -9540 TEAR OFF EXISTING TILE AND FLAT ROOF REAR GARAGE ONLY AND REPLACE WITH A NEW MONIER COLOR THRU TILE. Passe " 49.7fi l, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3 of 18 RIDA INTERNATIONAL RWG & 1FSTIN LAB Job Address: 4S/'5i ;, Afrsee S/4 5, . Owner's Acme : /f Contractor: OV L6d4 /0 49FisJ �' Permit #00 la° �� stall Date: 12' 4- / 47 Type of Tile: M®,1 /CR LL � (eT Approx. Height 1 1 Floor: 1 Type of Access: Scaffolds: Ladder: Slope: 3..7_1 Test date: / 2. o- /O App. Sq.Ft: 1 Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 30 31 32 33 34 35 36 37 38 39 40 P 41 42 43 44 45 47 49 ' 50 51 '52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 r 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 100 �� Z�C1r La6L Yl Y . IN ACCORD Re1Subm i Y'4 J* � Yagik* ulna ot state 'i7s'°� FLORIDA INTERNATIONAL. ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -991- Fax: (305) 378 -1997 Miami Dude Lab Certification # 0;-0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS P. /4.41 G l 1 ' t ip actors >F ,F4 Y 6 3' 2089 THE STATIC UPLRT QUALITY CONTROL TEST. Job Address: 4 4 , bkit) /o '5 etf D ' 5,74R6 ft- Contractor M4000 RPo rm-) 4 Other: Sketch of Roof /r P 11 1 , 1 11■74'., rm c„... smiresAiiiie v° # all e 11114.7 c,jI!" Ila v j . /1ti�r IX Notes r BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): 4— BBuui Electrical Plumbing Mechanical Owner's Name (Fee Simple Title itM&\otv DCOVI 5 Phone # 30.55 q sr/ l - "h l aaa Owner's Address t( b VW 10 6+- City S hores Tenant/Lessee Name Job Address (where the work is being done) y 6 din/ 1©5� j- - City Miami Shores Village FOLIO / PARCEL # State r` ��- - 00 --[190 Is Building Historically Designated YES NO Contractor's Company Name i i<Niaekifi< R h(1` Phone # 3l5 '75 -DI gL Contractor's Address Pit), Box. .5.31051 .! Cit M 1Ly{r'y1i State Qualifier Name P4.14 k& /CIA &( r-7 State Certificate or Registration No. k4:2 �aS Certificate of Competency No. 06 65 0000" Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 1;0 Type of Work: ❑Addition Describe Work: _ Monies .are,/ Linear Foot 04.00 '0 111.1, smioidt l Id few k r . T•s1 o,rn• a co lor- 1-irov. e. ►. , Co lot- ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $� CCF $ CO /CC Notary $ Scanning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 '' � "' Permit No. r in C) lY t Master Permit No. ['Alteration 1�Y1w County Miami -Dade Zip DPBR $ Zip 131N Phone # Zip Phone # Phone # Total Fee Now Due $ k: At-100 lac- ❑ Demolition -t h 0, . ' ' (ate 1, cov,tr6i- roII- Ie- alAct Technology Fee $ Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of Q(fo , 20/v , by A4 b c t �ctvi� who is personally known to me or who has produced FL- ilers '- As identification and who did take an oath. NOTARY PUBLIC: , APPLICATION APPROVED BY: (Revised 02/08/06) Signature 4 Contractor The foregoing instrument was acknowledged before me this g day of 1C) ,20 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC• 1/0 ///// LESLIE J. ERB ` �`� 0/0 Sign: Notary Public - State of Florida ign: � ��p E xp ; s 0172014 Print: L @ % [ . C�r6 ,,;,,�;+� ••° Com mission #� E E 18282 nt: D c ° 4 � � b 4 1� u My Commission Expires: /� c. v s i / 7 �I 5 C y Commission Expires: --5.- r n DI s r ; G® 4 ,� \\\. \ /f / /im m1'" Plans Examiner Engineer Zoning A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: M tkrA t, iD D r e51 F L: 3 313 € 2. Description of improvement: ditto 3. Owner(s) name and address: 1 q6 NIA/ f D5 ;+ W A i.shore$ FL3 31 Interest in property: 0 Vvh - e r Name and address of fee simple titleholder: 4. Contractor's name and address: f)cI.t0 kawed&k. P,OiPox531o5t lU cuvIl 5. Surety: (Payment bond required '. by owner from contractor, if any) Name and address: 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 and address: 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 and address: 9. Expiration date of this Notice of Commencement: (the expiration differel date is s ecified) X / P l Signature of Owner � / Print Owner's Name ile 2 e ! 11 fi (C O' i ii Prepared by f 1 � T w4 Sworn to and subscribed before me this S day of 0C Lite Notary Public Print Notary's Name My commission expires: 113 01 -39 8/04 PAGE3 NV 11�E OF t �► b NW 1004\5 20 L. a My Comm. Expkee Aug 17.2014 tommIeelon # EE 18282 STATE OF FLORIDA, COUNTYF DADE 1 HEREBY CERTIFY that this ss hoe copy rsf the art -rf OCT 1 8 �.� '4r�� // '-.. t and C unty Coons By /t' `' D.C. I ;iil HI MEM CFH 201OR:070587B OR Bk 27458 Ps 0332; Ups) RECORDED 10/18/2010 ,1539 :57 HARVEY RUVIN, CLERK OF COURT NIANI -DADE CITY, FLORIDA LAST PAGE date is 1 year from the date of recording .unless a Address: PAD. 8oX 53) 051 iNU&vt ♦ .,. '�� �1 - , LESLIE J. ERB ` : . . PROCESS NO: T2010108146 CONTRACTOR: PAUL KAWALEK ROOFING CO 17443 SW 47 CT MIRAMAR, FL 33029 TRADESMAN: KAWALEK PAUL 17443 SW 47 CT MIRAMAR, FL 33029 REVIEW FEE TYPE CODE MIAMI -DADE COUNT BUILDING CODE COMPLIANC 140 W. FLAGLER ST., SUI MIAMI, FL 33130\ (305) 375 -2901 / 305 MS -d5 1 ; MISCELLANEOUS RECEI�'(, FEE DESCRIPTION BZCR T008 2 YR RENEWAL - CONTRACTOR BZCR T009 2 YR RENEWAL- QUALIFIER TOTAL: 2 l UNITS 00000 00000 89/3/ 1 tX ER : CI845 TRANSOM anerasea mos T gsi46 9/20/2010 12:41 CI045 121009200020 RBCD461X BCCO MIAMI - DADE COUNTY BUILDING . COMPLIANCE Tout: Dom IS OEM ES): FEE DO POW gat , ry TOTS. sews mac leaRED saw teals 240.00 7674 240.00 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 FS. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number Dear Building Official: 1 J`7 Cf. if e / ►( /eJ't A connections of my building because: 1 _\_../ The dust valuation for the structure for purposes of ad valorem taxation in less than $300,000.00 11 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). deALit 47/fai. Signature of Property / Owner / ti_,Ditzikf .e/Z Rt Print Name ( )P VI.( )KII )A Ct )i 1NTY c)}- MIAMI -DADE S%%orn to mad subscribed belirre the this da■ eit' OC' I -rr , 20 /a . A "a Plus LESLIE J. ERB a • , ,�i • Notary Public - State of Florida My Comm. Expires Aug 17, 2014 . kiAg gtniseion 4+ EE 18282 certify that I am not required to retrofit the roof to wall When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. i • 41 1l$* ktomistitipAiiiiiiiv 19044 Allttra llest 4, VIM t: Miami Shores Village 0 4RPROVED• BY DATE ZONING DEPT BLDG DEPT IIM FEDERAL SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 152 0 Asphaltic Shingles Florida Building Code Edition High-Velocity Hurricane Zone Uniform Pam* Application atretknArtakataUdgindinal Master Permit No. Process No. Contractor's Name KO■Weki ng IIL Job Address Pk/ 105 S+ ROOF CATEGORY tiLow Slops 0 PAechanlindly Fastened Me hi Mortar/Adhesive Set Tile 0 Met al PaneUShIngles • 0 Woad Shingles/Shakes ROOF SYSTEM INFORMATION Proinirlative BUR 150 ROOF TYPE MOTER 0 New Roof liReroofing 0 Recovering 0 Repair 0 Mai nakiiig; L 2.01 Low Slope Roof Area (SF) as 0 Steep Skiiii0 Roof Area (SF) 4150 Total (SF) aii00 Section. B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof Chains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dhnenslons of elevated pressure zones and location of parapets. I I141°21 11 vi P. 11114174M10117,111111111ifill 11111111111111al 1111111:■=111111111 111111111111111111 1111M 'NI 31111 1. " Ell kit 1121111:A1511611131111MBH111111111111111110111111111111 11111111MilifillIIIIIiiir'11111111111111111111N1111111111 r I' 111111111111161111 i1111M10011114111111111111111111111111 1111111•11151 E1 itallt111111111111111111•1111.111111111111111 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • • •• • • R.ORIDA BUILDING CODE I Roof System . . Required Sections of the Pernik Application Form 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. D 120 OOOOOO •• esign Calculation per Choppy 14, cy if APplic:s►b e�RUS 127 or RAS • 4. Other Component of Product Approval • • • ••• • • 5. Municipal Permit Application" - 6. _.. -- ... . Z . Owners Nottficatton for R • aof�ig �ropsWer�tion&r(ReroBflnis tStdy) 7. Any Required Roof Testing/Calculation Documentation • AND Roof System . . Required Sections of the Pernik Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles , A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E . 1,2,3,4 Metal Roofs AND 1,2,3,4,5,6,7 Woad Shlngles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3;4,5,6,7 . ..,r� ._..a.... _ SECTION 1525 • ,HIGH- VELOcIY HURRICANE ZONES UNIFORM PERMIT APPLICATION _Y. Florida Building Code Edition 2004 ttlah Velocity Hurricane Zone Uniform Permit Application Form. FLORIDA BUILDING CODE — BUIL INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS.AS NOTED BELOW: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ATTACHMENTS REQUIRED: • • • •• • •. • • • • • • • • • •.• • • • • • • • • • • • . • •• • • • • . • • • ••• • • •• • • • • ••• 15.31 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: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmaxt: Pmax2: Pmax3: Max. Design Pressure, from[tisp�jfic Product Approval system: ?� ��{{ • 6 ) Illustrate Components N @ted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip Base Flashing, Counter - 5 %I Flashing, Coping, Etc. Gauge/Thickness: 'O Indicate: Mean Roof Height, parapet Height, Height of Base l ' Flashing, Component Materiel, Material Thickness, Fastener Slope: � ' Type, Fastener Spacing or SJbmit Anchor /Base Sheet & No. of Ply(s): 1 ply bast 2 9 Anchor /Base Sheet Fastener /Bonding Material: Deck: . Type: Insulation Base Layer: Base Insulation Size and Thickness: Base insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Ply Sheet(s) & No. of Ply(s): :.?:‘11W:444 Plh a Fastener /Bonding Material: • ••• T ••• ••• • ••• (~ �•, j. • - . . •• Top Ply: Kiner A i�t � '.51;tt ;• • Top Ply Fastener/Bonding Material: • • • • • • • • •• •• ••• • • FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. VE 09— poei oq • • • ••• • • • • • • • • ••• • • • • • • • •• • • • • • • • • •• ••• • • Field ROOF ASSEMBLES AND ROOFTOP STRUCTURES Surfacing: Fastener Spacing for Anchor /Bases Sheet Attachment: Field: q " oc @ Lap, *Rows 2 @ I " oc Perimeter: " oc 49 Lap N Rows S " oc Corner: 4 ' oc @ Lap, # Mows ® 7 " oc Number of Fasteners Per Insulatioh Board: W 1'n • f'% 3A3gaty a- pty4ib __ ---� -4 r75 bek, Wood- dee-K Perimeter V 4 Corner / f D Parapet Height I Mean Roof Height 15.33 Roof System Manufacturer: - �, Oa 0 r] Notice of Acceptance Number: 011 , 1023 or! Minimum Design Wind Pressures; If Applicable (From RAS 12 Caicuiations)): '(� P1: + n lb _ P2: ) Opt b P3: WO* b or 1 Maximum Design Pressure (From the Product Approval Specific System): : . .1.1.: • •• • • • • • • ...• • .rr• • ..rr• • . ^ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) • . • • Roof Slope: : 12 Ridge Vgation? M can Roof Height: lo� E • ••• • •- -. ••• • i • w • •• • • • • • • • • . • .t • • • • • • • • to • • •• ••• •• • • • •. • .00• • • • • . • • • ••• • •• .. • • Steep Sloped Roof System Description \ Deck Type: Type Underlayrnent: insulation: Fire Barrier: • •• • •• • • • • •.. • • • • . • • • • • • • • • • • • • •... • • • 1X V - wotci. .. • • •.0. ••0• •.• • • • . • •.. • • • • • • • • • ••••• • • • • • • • • • • • • • Writ • • • . • • 0000 • • • •• • • •. • . • • •. • • • • • • wo okowirtimi Type & Size Drip Sr3Q F&ft Ivilk Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Edge: 15.34 • • • • • • • • • • • • .• • •. . •• • • • • ••• • • FLORIDA U1LDING CODE — BUILDING Where to Obtain Information Description Symbol . Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based o t ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity M Product Approval • Attachment Resistance Mt Product Approval • •• Requiredlebrfent ' esistance 36.0 • • • • •• t!41cela • • • •• • Miiitm5m Ailachment • • • • iasistance • •• • • • • ry •: • 4:12 • •• •• •Require• . t 4 sistance 32.2 33.8 35.1 ProduR.4p • • • •••• • Tirttritensions • • • • •• • • I.. =length W = width • •• • • •• • • • Product Approval • • Altcalculatiolts niyt%p submitted ts t (1/tiding:if .'ia.0 dilliMtrtrf perdlit application. M required Moment Resistance* Mean Roof Height --> Roof Slope a, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 I 42.2 3:12 32.2 • 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 a 37.3 5:12 28.4 30.1 - 31.6 32.8 '34.9 6:12 26.4 28.0 29.4 30.5 ' ; 32.4; 7:12 24.4 25.9 27.1 28.2 30.0 • • • • • • • • • • • • • • •• • •• • • • • • •• •• • • • • • •• • Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mr. If the Mr litres am greater than or equal to the M,. value's, for each area of the roof, then the tile attachment method is acceptable. Method t "Moment Based Tile Calculations Per RAS 127" •••• • • •• •• Moment of Resistance (Mr) From Table Below Product Approval M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules aid Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. ff the F' values am greater than o equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based TiM Calculations Per RAS 127" (P x L (P2: x L (PI:411x10q= 13415Mg:s,gq =M,, /73 (P2 fi tot!) 1a�� laog- Mg:S1gtv4.2Palo (P 1 } 14 x waW Q 1 aq1 o. Mg:5I i l��= 1= , 10 Method 2 "Simplified Tile Calculations Per Table Below" • = x w: = ,) - W: x cos B = F Product Approval F' . x w: _ ) - W. x cos 8 = F Product Approval F' 1 • x w: _ _ ) - W: - x cos 0 = F3 Product Approval F' ROOF ASSEMBLIES ND ROOFTOP STRUCTURES r ' Product Approval lid( p� Product Approval Mr Product Approval M 1 a°{ f °I 5 5, 5. FLORIDA BUILDING CODE - BUILDING • • • • • • • • •• •• ••• • • ••• • • • • • • • • • • • • •• •• • ••• • • W%?zgra 15.35 COUNTY beli•enff Fuel/" Every Day SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 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 adjacent box indicates that the item has been explained. d iA_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) issues are nota 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. hi aU 2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). AZ) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.)._ In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. / 1/44 . 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 Florida Building Code provides the option of maintaining this appearance. !1' 4 5. Ponding Water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. 'Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida l/ Building Code, Plumbing. /?% 7. Ventilation: Most roof strlicturts skoitld hrivq stm.ePability to vent natural airflow through the interior of the structural assembly (the buildrhg Tht dci;tirgWI4unt of attic ventilation should not be reduced. It may be beneficial to consider additional ventinng wick can kstiJf in extending the service life of the roof. /�� ��� ..• . i D / t td 4 MI 4 �� r • • p • • • . 3 • Owner's /Agent's Signature ••• :. •. • pate •. • ; • Contractor's Signature 1 / 11fuJ Los d7,A- it(gh,„ .•• ••• •••. Property Address • • • • • :.:Pe�nit�lun3ber • . • • . • • • . • • .. •• . . • • .. • .... • • •.. • • 123_01-154 1/07 • • • • • • • • • • • • MIAMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Llfetile, LLC 200 Story Road Lake Wales, FL 33898 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and s6q1The available.for inspectiop at *tot Bite at the request of the Building Official. •• • • • •••••. • This•1JOATonsists of pages 1 throph 7�,, • • • • • • • • • • The submitted documentation was reviewed by Alex • Tigers •• •. . • • • • . • • • •••• • • • • • ••• • • ••• • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • •_• ••••• • • ••• • • ••• • • ••• ••• • rn • • • • • • • 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 • •• • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 • • • • • • . ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test lican Dimensions Specifications Monier Lifetile LLC 1= 16-1/2" TAS 112 Low profile, interlocking, high pressure Vanguard Roll Tile w =13" extruded concrete roof file equipped with one 'A" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 11 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. . • the Ocnter for �4��lied • Wiring, lh c. • Redland Teclmrvlogges •• •. •• • • • • • • • . . • • • • •••• •••. • • •• • Roofing Low Profile Roofing Tiles Concrete Test Identifier Test Namatenort 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix 11 PA 108 (Nail -On) PO402 Withdrawal Resistance Testing of screw vs, smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) . 9g -ck4 Static Uplift Testing • PA 101 (Mortar Set) •• ••• •• • • • •• P0631 -01 Wind Tunnel Testing • • • • • PA 108 (Mortar Set) • • • • • • • • • • •• • •• • •• • • •. • • • • • • • • • • • • • • • • •• • •• ••• • • ..• ... • • •. • • • • •• • • • •.• • • • • • • • • • • • • • • • •• • Product Description, pate Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test AMencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering • ... • • • • • .. • • • •• • • • • • • • .. • .•.. .• •• • • •••• • • •. • • • • • Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -7607 ..• • • • • • .• 25- 7183 -1 25- 7183 -2 25 -7214-2 25-7214-6 528454-2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 ..•.• • • • .• •. • • • • • . • .• ••• •. • • • •• • • •• • •. • • •. • • • • • • • • • • .. • • • • • • • • •• • ••• • .. • • • .. • • • . .. • • .. •• • • • •• • • • • • • • • •.. • • . • • • • • • • • • • • • .• • • • • .• • •• • • • ••• • • Test Name/Renor( Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Pane 3 of 7 Table 3: Restorin • Moments due to Grave - M ft4 Tile Profile 2" :12" 3 ":12" 4 ":12" 6 ":12 6":12" Direct Deck 5.60 r:12" greater Battens 4.78 or Monier Lifetile Vanguard Roll Tile Battens - Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.44 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (lbf) Length -I (ft) Width w (ft) Monier Lifetile Vanguard Roti Tile 9.2 1.38 1.08 Table 2: Aerod namic Multi . tiers - A ft$ Tile Profile AM) Batten Application 0.266 A, (ft ) Direct Deck Application 1 0.289 Monier Lifetile Vanguard. Roll Tile • • • • • • • • • • • •.•... • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami- Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations •••• • • . ••• • • • • • • • .. • • • • • • • •. • • • •• ..•. • • • • • • • • • • • • •• • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• .. •• •••• • • • . • • • • .• • • • •. ••• • • • • • . .• • • • •. ••• •. • • • •• ••• • • • • ••• • • • • • • • • • • •. • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Pane 4of7 Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.1` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam Po1yProTM' 86.61 Polyfoam PalyProl" 45. 3 Large paddy placement of 54grams of PolyProTM. 4 • • Ilbtium paddy placement of 24graras o PolyPre • • • Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19132" plywood) Battens Monier Ufetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 8.8 37.4 11.8 2 4.1 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Strew 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 . 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 1 1 1 •••• • • • • • •• •. . • • .. • • • • • • • • • • • • • • • • • • •. ••• •. • v • .• • • •• .• • • • . • • • .• ••• • ••• • • • • • • • • • • • • • • • • ..•• • • • • • • • • • • • • • • • • • . • • •• • • •• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.• • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Pape .R of 7 Table 8: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set Systems Tile Profile Tile A . • lication Attachment Resistance Monier Lifeti le Vanguard Roll Tile Mortar Set 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 • .. ... • . • • • .. 0000 • 00 • • • • • • • • • • • •• ••• •• • • . •• • • • • 0040 • • • 0. • • • • VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD Rota TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE .• •• • • • •1• 400 ••• • ••• • • • • • • • • • • • • • • • • 0000 • • • • • • • • • • • • • • •• • • •• 0 0 00 0010 ,• • 1 • • • •.• • • • • .•. • • • 04 • • • • • • • • • 0 • • • • ••• • • • 0 • • • • • • • • • • • • 10 •0 • • • •• •• 000 • • • •00 • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 0.0. • • .. .00411 . • • • • .. • • ..•• • •• •• • • • • •• • • • • • • • •• 000 00 • • • 0• • • • • • 0000 00 00 • • • • • • ... 00. 00. • 00• •• • • • • . . • • • • • • • • • • 0000 • • • • • • • • • • • • • • . •* • • •0 . • .. • • • • 0080 . . • • . • • • • _ • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • i `r.: • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE 00• • • • • 0410 • • NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Paae7of7 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 he cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. •• ••• • • • • ••••• • • • • • •• ••• • 00 • • • • • • • • • • • •• • • 00• • • • • • • • 0 • • • • • ■• •• •• • •••• 00• 400• • • • • • • • •• •• • • • • • 4000 0 • • • • • • •0• • • • • • • • • • 4040 000 • • • • • • • • • • 0• • ••• • •0 • •• a * M 00 M • • • • • - • • • •00 • • • •• 0 • • • •• ••• ••• •00 • •00 • • • • • • • • • • • • • • • • • • • • •• • • •• • • 00 • • • • • ••• • • • • 0 00 • • • • • • • • • • • • • •00 • • • • • • • • • • • • • • 0 •• • • • • •0 000 • • • 00 • • 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 NOA No.: 06 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: - Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • • • • • • • • • • • • • • • • • • •• ••• •• ••• • • • • • • • • • • • • • •• •• ••• • • • .• • • ••• M•» • • • N ••• • • •• • • • • • • •• • •• . • • •• •• ••• • • •• • » • us •• • ••• •• ••• •• • •• • • ••• •• • • ••• • • • • • •• • • • • • •• • ••• • • • • • • • ••• • • • • • • • • • • Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • • •• • ••• .•• • • • • • • • • • • .• • • • • • • • • • ••• • •• • • • • • • • • • •• • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • •• ••• • • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change ®158°F., Humidity, 2 weeks 86% NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. I i I • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • •• •• ••• • • • • . • F'_.. • . . « • • • � • "'3 •• • ••• •• • • • •• ••• • • • • • •• • • • • •• • • • • • • • • •• • • ••• • • • • •. • • • • • • • • • • • •• •• •• • • • •• •• •••w. • • • • •• • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro' AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... • • • • • .. • • • • • • • • .. ... .. • • • •• • • • •• • .• INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • NOA No.: 06- 0201.02 • • • • • • • • • • • • • • Expiration Date: 05/10/11 • • • • • • • • • • • • • • • • • • App Approval Date: 04/13/06 •• • • •• • • • • • ••• • .•• ••. • • • • • • • • • • •. • •• • • •• • • • • • • • • Page 4 of 7 • • •• • •• • • • • • • • • • • • •.. • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• 'V • •• •• •. •• • • • •• ••• • • ••• • • • • • • • ••• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY •• ••• • • • • • •• • • • • • • • • • • • •• • • • •: • •• • • • •• • •• ••• ••• • ••. • • helm • • • •• • • •• • • • • .• • • •• • • • • • • • ♦ w • •• • • •• • • • M • • r • • • ••• • • • • • • • • • • • •• • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • . • • • ••• • • • ••• . • • • • • • • • • • • . • • • • • •• •• • • • •• •• • • • •• ••• • • • ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ••• • • • • • • • • • • • ••• • • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ▪ • • • •• ••• •• • • •• ••• •• • • • •• • ••• • ••• ••• ••• • •• •• • • • • • •• • • • • • • ••• • • • • • • i. • • •. • • i• it • • ••• • • • • • • • • • • • • ••• • ... • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY . ...•... • • • F D'O1 TIM:ACCEPTANCE • . , 8 • ••.••••S • • • •• ••• •• • • • •+ ••• •• • • • •• NOA No.: 06- 0201.02 • • • • • $ • ••• • • • • • •. Expiration Date: 05/10/11 • • .. • • • • • • • • • • • • Approval Date: 04/13/06 • • • • • • •;: ••• •• :. • :. • • :• Page 7of7 • •• •$ • • • • • • • • • ••• • • • • • ••• • • • • • • • ••• • •.• • • • • • • • • • • • • • ••. • • • • • • • • • •0 • • • 8 •• ' • •. • • • •• • •• • • • •• •• • • • •• 'M•• • • • ••• • • 0 .• • • • ••• : • MIAM!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 jha1112% proyidesi to thh usa by the manufacturer or its distributors and shall be available for inspection at {WA ma of the kquest of the Building Official. • • This NOA renews and revises NOA No. 03 btO1*.e anil consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAM .DADS • UNTY APPROVED • . .. .. . . • • • • • • • • • • • • • •. •• . • • • __ . ... • . • • . • • • • • • • • • • . •.• • • • • • • • • • • • .. .. • • • . . . 0 • • • 0 • • 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 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 Matrix"' Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS #75 MIAMI.DADE COUNTY APPROVED Roofing BUR Wood -75 psf Test Dimensions Specification 3, 5, 55 gallons 60 & 1001b. bags 5 gallons I, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons • • • • 39.37" (1 meter) ASTM 1716 )1: 1$sp$alt impregnated and coated glass mat wide base sheet. • • . • • •• •• • ASTM D 41 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 Fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement •• ••• • • • • • •• ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• . • • • • • • • • • • • • •• •• ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • ••. • • ••• • • • . . • Product Description NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 2 of 19 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- We1dTM Smooth RUBEROID SBS Heat- We1dTM Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID SBS Heat- We1dTM PLUS RUBEROID SBS H PLUS FR RUBEROID SBS Heat- We1dTM 25 RUBEROID Modified Base Sheet Product MIAMI•DADECO NTY APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") 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 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 .•. .•• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • 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 •. • • • • • • surfaced.• •AST1141.4431; ?riiiii4n.glass fiber reinforced SBS iI y��e ll! ilk, • • tngditiegi,15ase sheet Type G2 BUR ••• • ••• • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • •• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 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 I7OFR TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and p lastic) MJAMFDAD: OUNTY APPROVED Dimensions 3937" (1 meter) wide ASTM D 6163 S138 modified asphalt base sheet and ASTM D 5147 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. 3937" (1 meter) ASTM D 6164 Nod -Wovpii polyester and fiberglass mat Wide : TMV 5. ; kith file retardant, polymer modified • . •; ; ; i;sp'h'aZt artd surfaced with mineral granules. • 'fAS'C00(A') 'One vvay valve vent used to relieve built -up ASTM D 1929 pressure within the roof system. GAF Vent . • • AfIXM D•t1 5 • Macks Age ItAilable in metal or plastic. 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide Test Specification ASTM 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 39.37" (1 meter) ASTM D 6163 wide ASTM D 5147 39.37" (1 meter) ASTM D 6298 wide ASTM D 5147 Product Description • • • • • • • NOA No.: 07- 1219.09 • • • • • • • • • • • •. •' ' •. •' • • • • • Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• ••• • • • • •• • • Product 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 WeatherCotem SeamCoteTM FireOutTM VersaShield VersaShield FB -1S VersaShield FB -2S TOPCOAT' FireShield MB Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SBS Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive Dimensions 5 gallons 1001b. 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 5 gallons 5 gallons Test Specification ASTM D2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. ASTM D312, Types I, II, III and IV proprietary ASTM 0-412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 Standard Plastic Asphalt Roofing Cement .. ... • • • • • . • • • • • ... .. . • ... • • • • . • • • • • • • • • • • • • • • • • • • • • . • • .. . . . . • • • • ... • • • • . • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. . • • • . . . . 0 00 • • • 0 8 0 • • Product Description 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 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. . .. . • • • ... • �, D3019.1C414Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Prod act 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 MANMADE COUNTY APPROVED Test Dimensions Specification 5 gallons ASTM D 2824 5 gallons ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roof.coating. Table 2 Product Description Polyisocyanurate 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 Polyisoeyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber rpinfprpcl roof boas d • • • • ••• • • • • • • •• ••• •• • • • •• • •• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • ••• • Product Description Fibered aluminum coating. 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 1. Product Name Drill - TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill-Teem #12 or #14 Standard screws with AccuTrac Plate 4. Drill-TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill-Teem AccuTrac Plate EVIDENCE SUBMITTED: Test Aeencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. MIAMI•DADECOUNTY APPROVED TABLE 3 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. ODOA8.AM J.1. OD I A8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 .. • .. • • • • • .• • • • • • • .. •.. .. • • • .. • ••• •.• ... • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • • • • • • • • • • • • • • . • • .•• • • • • • • • •.• • • • • • • • • • • • • •. •• • 0 . • • Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 le GAF Materials Corp. 3" and 3 'A" 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 ••• • • • •• • Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.I 1.07 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 Page 7 of 19 - Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 t1 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: Fastening Options: MIAMI DAD COUNTY APPROVED FireOutTM Fire Barrier Coating, VersaShield Fiberglass -Based Underlayment or SecurockTM. GAFGLAS ® 1180 ULTIMATM Base Sheet, STRATAVENT■D EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat - WeIdTM Smooth or RUBEROID Heat - WeIdTM 25 base sheet mechanically fastened to deck as described below; GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" 0,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 Desi n Pressure — 45 , s , See General Limitation # 7J GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation # 7) GAFGLAS" #80ULTIMATM, RUBEROID 20, RUBEROID base sheet attached to deck with approved 1 annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 1114 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) Any of above Base sla;etsattaclied to deck approved annular ring shank nails and 3" inverted Drat Te d plies id a fastener spacing of 9" o.c. at the 4" lap staggered jA tyv�;rd�y$ 9" t ie tiQle (Maximum Design Pressure —60 psf, See General Limitation #7) • ••• •.• ••• • • ••. • • • • • • • • • • • • • • • • • NOA No.: 07- 1219.09 • • • • • • • • • • • • • • • • • • •' • • Expiration Date: 11/04/13 • Approval Date: 03/20/08 Page 17 of 19 • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • is • • • • • • • • • •. •. • • • .• .. ..• • • • ... • • ,r Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: MIAMI. • D _ • LINTY APPROVED GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecrM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill- Tecr'M AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) One or more .lies of GAFGLAS PLY 4l #80 ULTIMA, RUBEROID MOP Smooth or RUBEROID 20 adhered ii a1'all mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. (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 lbsisq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /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, EnergyCotee roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening Above • • • • • • • • .• • • . • • • • • • •• • •• •• • • • •• • ••• •• • • . •• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • .•• • • • • • • • • • • • •. •• . •• • • • ••. • • • • • • • • • • • • •• • • • • ••• • • • • • • • ••. • • • • • • • • • • • • • • • • •• • • • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 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 '/z" 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- 40lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attaclunent is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter 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 referred within thisaTQA, Gcne71 #7 will not be applicable.) 10. All products listed herein shall have a q$ality a uAadcCaOdit�p *� ordance with the Florida Building Code and Rule 9B -72 of the Florida Adm?ioistr7liv t�o�s • ••• • END OF THIS ACCEPTANCE • ••• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued j3ase Coat: "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 Ibs per sq. Surfacing: " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.' ) Surfacing. Spray application of 28 to 34 -mils "U -8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.' Surfacing: Spray application of 28 to 34 -mils "U- 8782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Bath Sheet" may be utilized as an alternate to Type G2 bash sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® 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. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt. " Energuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be mechani- cally 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 "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polys rene reference in any of the following Classficatons include "ENERGuard E Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with 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 mopped and nailable to be mechanically attached granule side down. • As an option Tvpe G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS 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 mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally 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 PERMALITEO" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under anv of the following Class A, B or C spltertcl • does not adversely effect the rating. The use of 1/2 in. min gypsum bcord is an • acceptable alternate for insulation over C -15/32 decks. • •• The use of polystyrene insulation hoard between min 3/4 in. perli/�boaed.' and deck with rosin paper (perlite/rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" andi'BM€A EnergyGuard RA" may be substituted for any Atlas polyisocyanu4ata insy�la- • tion m any of the following Classifications. • • •• Trumbull "Perma Mop" may be utilized with any of the following Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. • • • • "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU)— Continued "GAP Permalite Recover Board" may he used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 - 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat ■eld ". SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more Layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 •• Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet•. Three or more layers Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Anv UL Classified gravel surfaced Class A asphalt glass fiber itsgttem. • 1 k C -15/ Incline: 1 hp Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Miner 6; Deck: NC Incline: 3 eet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 f Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more lavers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), • • 'iRuberoi l Tow* Plus" (granule), "Ruberoid Mop" (Smooth or Granule) • • i :or: Rybejtoi: Mop Plus" (granule). :Cat :11! t: •f pe G3 "GAFGLAS Mineral Surfaced Cap Sheet" or •• "Energyairetineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/ 32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass • • • •fiber, isoctit�nui !. urethane, perlite /isocyanurate composite, perlite/ • • t ethane�oispo.we, wood fiber /isocyanurate composite, phenolic, any • • • t1 i kritss:: i • •• Base Sheet, 7wtsor more layers Type G2 or G3. Ply Sheet (Optional): One or more lavers Tvpe GI. Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), • • (YRal!eloid Torok Plus" (granule), "Ruberoid Mop" (Smooth or Granule) • "I ;ube. id )V p Plus" (granule). • LOOK FOR: 1114E t MARK•ON ePT10DUCT • ROOF COVERING MATERIALS (TEVT) -"