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RF-09-1726
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 129383 Permit Number: RF -10 -09 -1726 Scheduled Inspection Date: November 17, 2009 Inspector: Bruhn, Norman Owner: BORATKO, HELEN Job Address: 700 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HEIGHTS ROOFING INC Permit Type: Roof Inspection Type: Final Work Classification: Flat Phone Number Parcel Number 1132060172220 Phone: (305)247 -7663 Building Department Comments reroof flat roof and repair 2 valleys on tile roof Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 129345. Cancelled NB Z November 16, 2009 For Inspections please call: (305)762 -4949 Page 26 of 35 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Telt (305)795.2204 Fain (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master i'ersnit No. OCT 2 0 2009 Permit Type (): Building Roofing Onme klR a (Fee Sample Titleholder) OS ... I t Phone It '4- 86 — 321 "`, S 7' 4t theartetts eivort.4--kP 5J State I , 4' . zip 33438 Tenant/LesseeName teis..t., k wed/ Phone # fv /.q . slob Address (where Outwork is being done) Imo ,fit lot ST _ City Miami Shores yringo Comity Mimi -Did* zip 13 8 . Rom / PARCEL # Is Building Historically Designated YES NO ✓--� --� Contractor's Company Name C L�S El 00 VA--i'1Z-LIZ Phone # 0 5 Z773 Contractor's Address k-- I d'- Nit 9 6—� city -1-1-i S-fel state - 't1 zip 3 303 0 ^� Q u a l i f i e r N a m e � � . L - / L i f i g : C � 1 � • � - Phone # 3 05 z i G 7 643 Stare Certillfate or Registration No. CC-C- ©J Sdci 1 Certifiea0e of No.. Architect/Engineer's Name (if applicable) Phone V a l u e o f W o r k F o r this P e r n i k $ G9 r 2 D0 Square / D e a r F o o t a g e O f W o r k : 3 1. "rT- Type of Work: (]Addition DAtterarion Describe Work: 2 1 QO ci-00"C firRepair/Replaee 0 Demolition -ent2';t(t- 2- S OA- ®el 2 0 nr.+. *sr►s *************** *****F *** *rutta****** ***** ** rt ****** * ** *r *** Submittal Fee $ 5p •W Permit Feet (DSO.-- CCF $ 4' MCC-- Notary $ Trdeleg/Edecatba Fee $ 1 • at J Technology Fee $ (0• ScanningS Cis CO Radon$ DPBR $ Zonbrg S Bead $ Code Enforcement $ Double Fee $ Structural Review. S Total Fee Now Due $ Cwota x .32 See Reverse side -e Boating Ciimpany's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name Of 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 perfanned to meet the standards of all laws regulating construction in this it isdiction. 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all amicable laws regulating constnrction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 114 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A141 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice 0 Applicant: As a condition to the issuance of a building permit with any estimated value exceeding WOO, the applicant must promise hu good faith that a copy of the notice of commencement and construction lien taw brochww will be delivered to the person whose property is sallject hr attachment. Also, a certified copy of the recorded notice ecommeneement marsh be posted at the Job site for the ,fit inspection which occurs seven (7) days after the budding permit is issued In the absence of such posted notice, the inspection will not -be approved and reinspection fee will be charged avT.• Ad°5'.1"E-- „�. ,.,�... Contractor The foregoing instrument was acknowledged before me this 15 The foregoing instrument was acknowledged betbreeyme this day of OC:t . , 20' by a� S(-4 fi l (�'1c9 , day of Oa- , by Tait c -/-c , y known to me or who has produced known to me or who has produced Sign: Print: My Comm ton Expires: ***** * * * **** * *** a2 12 APPLICATION APPROVED BY: (Revised Ono ��/nU —ice vunnwwvn tt�1 � �. My Commission Expiras: 12, I2 Plans Examiner Engineer Zoning 4 CFNI:,20090731547B00K 27G41 PAGE 4599 Ti/08QQ09Q1Q544 PM - 4 ARVEY=RUVILLCLERK OF COURT 4WA--OADECTY Prepuokl tt Row o to: Richard A. Golden, Esq. Kramer 6 Golde, P.A. 1175 NE 125 STREET, Suite 512 North Miami, FL 33161 KGPA File #167-09R i!to-ctlfONmufm11-3206-017-2220 Warranty Deed M Illi$; Indenture, Mad,: thN JU day .,1' September , 2009 A.0 Saw een DR. L. LOUISE ROZWELi, A SINGLE OMAN and MARK ROZWELL, A- SINGLE MAN oi-z:rx‘y,f MIAMI-DADE , :`•-,-• of FLORIDA ,grmflom, t-,,,t OSCAR MIRANDA, A SINGLE MAN, AS TO 50 and ERIKA. KOLOSSOWSKI, A SINGLE WOMAN, AS TO 50%, AS TENANTS IN CCMON 700 NE 101 STREET, MIAMI SHORES, FL 33138 tarlAbil,,DADE VV. rieSS etth ill- ANT: 1::1V ;a7:1 vfnrode-rwv-rt TE DOLLARS ;pld other go,ki .1.10 k) 'GRANTORS za vimcd. betwantki sald ‘11c ;i,o4 fI COunty (If MIAMI—DADE f.:( Florida fir..,rAnte ($10) — ' — --- :lad :17 :31,,ANIU.S. k. hcix& alA fstrizwr foi;ouing '51f,Ax Swat: of Florida LOTS 7 AND 8 IN BLOCK 104, OF THE AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, ACCORD/NG TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. A/K/A 700 NE 01 STREET, MIAMI SHORES, FL 33138 SUBJECT TO: TAXES FOR THE YEAR 2010 AND SUBSEQUENT YEARS. CONDITIONS. RESTRICT/ONS, LIMITATION, COVENANTS, DEDICATIONS, RIGHTS OF WAY, RESERVATIONS, AND EASEMENTS OF RECORD, IP Any. 11,51 mitti‘trs heitt.y ).-otlok tizio 47:Ai tj and z..k,..finki !hit 4;i5lit Vta;:,$ 14174E4t 44747: 11X Warranty Deed -Page Parcel lDNumber: 11- 3206 -017 -2220 CFN: 20090731547 BOOK 27041 PAGE 4600 In Witness Whereof, the grantors have hereunto set their hands and seals the day and year first above wTinea. nd delivered in our presence: Pr W Witness STATE OF COUNTY OF The foregoing inswment was aclmow dged before me this 30 DR. L. LOUISE ROZWELL, A SINGLE WOMAN IfinfielYMPA day of September , 2009 by and MARK ROZWELL, A SINGLE MAN who are personally !mown to me or who have produced their Rim .67 -09I4 kd ivar t s nse as identification. Notary lic My Commission Expires: Lisa GmasudayO Display Spurn. wc, 2109 (167) /61.ssss Erna ft.WD-2 Mufti S4 a ntlafP ZZ4 1)46ver I 10050 NE 2"d Ave * Miami Shores, FI 33138 Phone 305- 795 -2204; Fax 305- 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 1 Re: Owner's Name: 050vh(i., `v\N Qc,,.. 4 Property Address: 'AflO r4 Roofing Permit Number. Date: k 0 - - Dear Building Official: I 0 SC k qa- ",iCtA. certify that I am not required to retrofit the roof to wall connections of my building because: f the just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade C)So oS2_ Print Name The undersigned, being the first duly sworn, dep property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large * When the just valuation of the structure for purpose of ad valo FBC nor a 1994 SFBC. Then you must provide a building appli rA says that a /she is the contractor for the above 0, and the building was not constructed with all connection Hurricane Mitigation. Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: 0 MOME.Vgf OCT 202009 3 Miami -Dade County Budding Department Electronic L. lication mo 0 om ©omoo- High Velocity Hurricane Zone Roofing Permit Application Form Section A (General information) Process No: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ New Roof 0 Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. 1 Roof Type Re- Roofing ❑ Recovering al Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 4 No If yes, what type? ❑ Natural 0 LPGX Low slope roof area (ft.2) 300 Roof System Information • •• • • Steep Sloped area (fL2) 30 Total (1t2) • • Section B (Roof Plan) \1 (Wt. •••• • ••• • ••. • • • • 1 • • • • • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers ar4evedlow dries. Include" • .• dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locatic of parapets: • Perimeter Width (a'): Corner Size (a' x a'): • • • .... • • • ••• vq� ftt, o' v 1 ' C Or\ b"c- \ey Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill in the specltac roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: Top Ply: Product Approval (NOA): 07- 1219.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 (P2) Perimeters: (P3) Comers: Psf -82.6 NEM Psf Psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: " :12 Roof Mean Height No D Yes Parapet wall Height psf Deck Type: 17-5/8° Piywood- Support Spacing: I Alternate Deck Type: Exdsting Roof: J " olc ft. INN Fire Barrier. Vapor Barrier. 1 Anchor Sheet: Anchor Sheet Fastener / Bonding Material: l Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Ply(s): GAFGLAS # 75 Base Sheet Fastener / Bonding Material: 1 1/4 RINKSHANK NAILS 1 5/8 TINCAPS _ .—______..� �. Ply Sheet(s) & No. of Piy(s): 12 PLIES PLY 4 Ply Sheet Fastener/ Bonding Material: HOT MOP ft. CAPSHEET Top Ply Fastening / Bonding Material: I HOT MOP Surfacing: I SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: " 112 Sheet Width: • EA FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: °o/c @ Laps & al rows • • 2. P e r i m e t e r . 6 ; " o/c @taps & ci rows • 3. Corner. " olc @ Laps & •r844$ •••• • • o/e • o%C • •••• "o/c • •••• NUMBER OF FASTENERS PER INSUL I,T BOARD: • • 1. Field: J 2. Perimete Insulation Fastener Type : Imo '8 Oomer. • • • • • • • • WOOD NAILER TYPE AND SIZE: ' • • •••• • •z •••• • •• 111,•••• Wood Nailer Fastener Type and Spacing: EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment • • • • • • • • • • • • • • • • 11 1/4 RINKSHANK NAILS Coping Material: Coping Size: I — PARAPET COPING METAL N/A-- — COPING METAL SIZE N/A- Hook Strip Size— COPING METAL HOOK STRIP N/A- Parapet Coping Metal Attachment Infa MIAMI—_- -7 ) Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. COUNTY Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16, Roof Mean Height: Drip Metal: • • • • • • 3X3X10 GLAV. 2p6 VGE •••••• • Surfacing: • • .. Top Ply: ICAPSHEET Interplies: • •••• • • •••• • .• • • • • .. • 12 PLIES OF PLY 4 Base Sheet: IGAFGLAS # 75 Deck Type: Tile Roof System 'Delivering Excellence Every Day" Roof System Manufacturer. Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System CLEY FOREVER Notice of Acceptance Number (NOA): 107- 0919.05 1 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 49.2 P 2: 82.06 P 3: 124.3 Maximum Design Wind Pressures, (From the NOA Specific system): 66.5 i psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height "112" 16 Method of Tile Attachment: ft. — Adhesive, Large Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: I—3" face 26 ga.— I— Galvinized Metal— I 11 1/4 RINKSHANK NAILS Hook Strip /Cleat gauge or weight: Deck Type: 1 -5/8" Plywood— Optional Insulation: Optional Nailable Substrate: • • • Optional Nailable Substrate 74ttpchme t • • • Basesheet Type: • •• •• • • • ••_1% . • •• I ASTM # 30 TYPE II 12 110 C,6"LAPS • • • •• • • • •••• Fastener Type for Basesheet Attachment: • • • •••• • • • • 1••• • • •. ••• • I • • • •••• • •••• • • 1 1/4 RINKSHANK NAILS 1 5/8 TINCAP Tile Underlayment (Cap Sheet) Type: ASTM # 90 Tile Underlayment Attachment Method: IHOT MOP Tile Profile: I ALTUSA S Section E 2 MIAMID)`'' COUNTY "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: 49.2 82.6 124.3 x). xA, x). EfIll 22.63 34.05 -Mg: - Mg: - Mg: 5.35 EDI 5.35 _ Mr1: = Mr2: = Mr3: 1 28.70 5 66.5 NOA Mf 5 66.5 NOA Mf 5 66.5 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: MIN x l: INN x w: x w: It w: -W: -W: -W. ®_ MIN x cos 0: x cos 0: x cos 0: = Fr1: = Fr2: = Fr3: • • • • •• •• Where to Obtain Information to complete tile calculation$ • • • • Description Symbol Where to Find • • • JJOAF' • • • NOA F' • •• • • 4OA P • • • • • •• • •• • • •• • • • • • •• • • Design Pressure Mean Roof Height Roof Slope P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. H Job Site Aerodynamic Multiplier Restoring Moment due to Gravity 8 Mg Job Site Product Approval (NOA) Product Approval (NOA) Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Mf Mr P Product Approval (NOA) Calculated Product Approval (NOA) Required Uplift Resistance Fr Average Tile Weight W Calculated Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) "owners sronnc non rorm "Delivering Excellence Every Dey" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 Rotas Builder 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.' � .iii Wait 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 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. D�f -Revelling Wood Decks: When replacing roofing, the 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 Cow. (The roof deck is usually concealed prior to removing the existing roof system). DN') Coninion 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 arjd/or. owner should notify the occupants of adjacent units of roofing work to be performed. • • • • . A.-Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decld can.be ' • viewed from below. The owner may wish to maintain the architectural appearance, therefpre fing nail. • • penetrations of the underside of the decking may not be acceptable. The Florida Building Code providea•the • • option of maintaining this appearance. • •••• • ' • • • • • • • ending Water: The current roof system and/or deck of the building may not fAirwell anti rn i j' cause water to pond (accumulate) in low-lying areas of the roof. Fonding can be an indication ref structural .' distress and may require the review of a professional structural engineer. Ponding may sharten tie life • • • • expectancy and performance of the new roofing system. Ponding conditions may not be (vidghtuntil tht '6figinal • • 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 Building Code, Plumbing. Ohl 01 ,7• Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. OW4eirrAgents , e:' Contractor's Signature: lompatty Address: Date: 1b / Permit Number: file / NCB Doauoents%20ana %20Sev ings/sky/Desktop/SECTrON_J 524(hl.1 m9/27/2007 5:46:06 AM / MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77th Avenue Miami, FL 33166 MIAMI[ DADE COUNTY, FLORIDA METRO -DADE FLAMER 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 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 (ABi). 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 AM 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. • • • • • • approved herein, and has been designed to comply with the Tlpiida.BuildAtg,Cvfle • • This product is ved as describe • including the High Velocity Hurricane Zone of the Florida Building Code. ' • DESCRIPTION: Altura. "S" Clay Roof Tile ••••• • •••• • •••• .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq,'cj, state and'.: following statement "Miami Dace County Product Control Approved ", unless otherwiserotrliferein. • RENEWAL of this NOA shall be considered after a renewal application has been filed &id that has bMil Ito • change in the applicable building code negatively affecting the performance of this produrl.. • : . • . • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ceantedit the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This renews NOA #06- 0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Pagelof7 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as marmfactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Buildjpg 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 Applicant Altusa One Piece `S' Tile Trim Pieces Clip Clip Dimensaions L= 181/4" W =10.5" 1" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D = 0.125" L &h =2" W =1/i" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. 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 MTS 520649 Test Specifications TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier, 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC-78 Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of VA" • • • • • • • •• • •••• Accessory trim, clay roof •for uss«at• • • hips, rakes, ridges and valleyaaarninations.• Manufactured for each tilgpre. Tile clip L Shaped tile clip •••• ••e••• • • •• • •• • • • • • • • • • • •• • Test Name/Report ASTM C 1167 Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain • Oct. 1994 TAS 100 .••• • • •••• ••• • • • • • •••• • •••• • •• • • • 06/28/07 April 1994 Feb. 1995 TAS 102(A) May 2000 NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 2 of 7 Test Agency PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 3.1 3.2 3.3 Test Identifier CLF- 103-02-01 7161-03; Appendix III 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind. Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. snth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 25 -7584 25-7804b-8 25-78044 & 5 25- 7848 -6 Date October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996. ••cember 199 • • • • • • • •••• • • • Fire classification is not part of this acceptance. • • For mortar or adhesive set tile applications, a static field uplift test 8%10 be performed' in accordance with RAS 106. • • • •••• • Applicant shall retain the services of a Miami Dade County Certified L*orgGgty to pei!f&ln • quarterly test in accordance with TAS 112, appendix `A'. Such testing An be• subn&tad% •••• 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 dial manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Aitnsa One Piece S' Clay 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- 0919.05 Expiration Date: 12/16112 Approval Date: 12120/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile "S' Weight W'(Ibl) Length -I (ft) Width -w (ft) ,Altusa Tile 6.9 1.52 0.875 or Direct Deck • Table 2: . : mic Multi • Hers -X Tile Profile A. (ft Batten Application I. (ft Direct Deck Application Altusa 'S' Tile 0.253 0274 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Nail -On Systems Tile Profile Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf Tile Profile 3 °: 12• or less 4":12° 5 °:12" 6 °: 12° 7 ":12° greater Battens or Direct Deck Musa 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 420 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" Plywood) Direct Deck (Min.19/32 "• plywood) `.. • Battens • • : .... • • • • 19.4• Musa 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 •••••• 1 -10d Smooth or Screw Shank Nail 5.1 6.8 • .••• • •••• • 20••• • •••• 2 -10d Smooth or Screw Shank Nails 6.9 92 •• •••• • • • • 7.8.. • • • • 1 .#8 Screw 28.7 28.7 ...... N/A • 2 .#8 Screws 58.2 582 • • 261.0•••• • 1. • • • • 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 • • 1 -10d Smooth or Screw Shank Nail (Eave Clip) 292 29.3 24.0 • • • • 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See clip details) Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 352 N/A 1. Screw must be installed in the Inside nail hole located nearest to the hump of the tile. NOA No.: 07-0919.05 Espiiratfen Date: 12/16/12 Approval Date: 12120/07 Page 4 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Mortar Set Systems Table 6: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Twro Patty Adhesive Set Systems Tile Profile 'S' Tile Application Minimum Attachment Resistance Musa Tile Adhesive 29.33 2 See manufactures component approval for installation requirements. 8B.7b 3 Flexible Products Company Potyfcam Product, Inc TiieBond Average weight per patty 10.7 grams. Average weight per patty 8 grams. ••••• Table 8: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Mortar Set Systems Table 7: Attachment Resistance Expressed as a Moment - Mr (ft -Ibi) for Single Patty Adhesive Set Systems Tile Profile 'S' Tile Application Minimum Attachment Resistance Altusa TOG Polytoam PolyProrm 66.54 Pofyfoam PoiyProTM 8B.7b 4 Large paddy placement of 63 grams of PolyProT"'. 5 Medium paddy placement of 24 grams of PolyProTM. ••••• Table 8: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Regist ce • • • Musa `S' Tlle Mortar Set' 24.50• ••••• 5. LABELING All tiles shall bear the • "• • • •••• imprint or identifiable marking of the manufacl following statement "mj Dade County Product Control Approved" • •••• • • • •• •• • .. • • . • • • • • • • • • * * �I► aLnSA nnAOE IN •* It : IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 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. NOA No.: 07-0919.05 Expiration Date: 12116/12 Approval Date: 12/20/07 Page 5 of 7 PROFILE DRAWINGS A.LTUSA `S' CLAY ROOF TILE °SPANISH S° TILE BY AL CLIP DETAILS 2 -1I2° OVERLAP (COVERS PIN HOLE) • • • • • • • • • •• • •••• • • • • • •••• • • • • NEAREST TO THE HOSAbFTHE TII� • • • • • ••• • • • • • • ECK▪ `•• •• • • • • • • • e •••• • • • • •••• • • • • • •• • • •• • • • • • CLIP WITH ONE (1) SCREtV ATTACHED TO DECK CLIP NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12(20/07 Page 6 of 7 SCREW (HOLDS CLIP ONTO DECI() "SPANISH S° TILE BY ALTUSA (TYP CLIP DETAILS (CON'T) 21/2° OVERLAP (COVERS PIN SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE ISJUP OF THE TILE CLIP PLACEMENT DETAIL DECK 11/4 13/•1• 3/4° • • • • • • • • •••• • • • • ••.. • • • •••• • • END OF THIS ACCEYI`ANCE • •.. ••• • • .. • 2 VT SCREW' • • .••• • • • • • • • • • • •• • • • •••• • •••• • • • • • • • • •• • • • •••• NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 MIAMFU 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 •DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1693 MIAMI, FLORIDA 331304563 (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 Miarju -Dde County Product Control Division that this product or material fails to meet the uirement •ctp the applicable building code. • • • • •• • •••• • • This product is approved as described herein, and has been designed to comply with •Itig fQrrida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. •••• • • • • • • DESCRIPTION1 GAF Conventional Buiit-1Jp Roof Sy tem fox_W_o_odJ ecks. • • • . . •••••• • • • . • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's named:v.1pgp, city, state • and following statement: " Miami -Dade County Product Control Approved ", unless other..vtese not •. • herein. ••••• •RENEWAL of this NOA shall be considered after a renewal application has been filed ana there : • 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 premed by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of paged 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. • • • • • APPROVED (!) NOA No.: 07- 1219.09 Expiration Date: 11104/13 Approval Date: 03/20/08 Page 1 of 19 • • • • • • Deck Type 1: Wood, Non - insulated Deck Description: 19(32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) FireOutTM Fire Barrier Coating VersaShiek®Non Asphaltic Fiberglass-Based Underlayment or SecurockTa. Base sheet: GAFGLAS® #80 ULTIMATM Base Shut, STRATAVENT+) Eliminatorm Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat WeIdTM Smooth or RUBEROID® Heat Weldh 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PIyh 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- 45psf; See General Limitation #7) GAFGLASO Ply 4, GAFGLAS®Flex PIyT® 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard. U . or # 15 Screws and 3" Drill-Teel® steel plate or Drill-Tednil ArTrac plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The otier 'rows are egai li . • spaced approximately 12" o.c. in the field of the sheet. ( Maximum Design Pressure —45 psi; See General Lamiwatiop .... • GAFGLAS® Flex Plym 6, GAFGLAS® 075 Base Sheet or an al above &sir sheets attached to deck with approved annular ring shank n s'.1 tin: fastener spacing of 9" o.c. at the 4" lap staggered and in twq " o.c. in tote+ field • (ASaadmnm Design Pressure 52.5 psf,, See General Limitaliq #jj • •••' GAFGLAS®#80ULTIMATM, RUBEROID®20, RUBEROMSMop Smote„ • base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Afredn um Design Pressure —60 psf; See General Limitation #7j GAFGLAS® #75 Base Shear or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-To 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 #7j Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-Teem 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 #V • • • •••• NOA No» 07-1219.09 Expiration Date: 11/04/13 Approval Date; 03/20/08 Page 17 of 19 • • • • • •••••• • • • • ••••• •••••• . • • • • GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" D ill Tecm 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. (Maw Design Pressure —7S psJ; See General Limitation #V Ply Sheet One or moreplies oLGAFGL S®P1 Y 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROIDD 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate o 20.401Ws sq, Cap Sheet: (Optional) One_ply_of_GAFGLAS_Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: (Optional, required if RUBEROIDD MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbssq. and 3001bssq. respectively in a flood coat of approved asphalt at 601bsisq. or applied in a flood coat of Leak Buster= Matrix= 103 Cold Process Adhesive applied at a rate of 3 gal /sq. 2. GAFGLASn Mineral Surfaced Cap Sheet, GAFGLASe Enongy4ap Mineral Surfaced Capsheet adhered in a full mapping of apppmd asphalt applied within the EVT range and at a pt,pf.20- 401b81$4. 3. Leak Buster"( Matrix= 303 Premium FibereWAtddiinum Roof • • Maximum Design Pressure: See Fastening Above • • • . ' • • Co sting,at 1.5 g alt sq. " " 4. Leak Buster"( Matrix= 715 , Leak BnsterT( Mapixr 3294. • • • • TOPCOAT° MB +, TOPCOAT° Fireshield Elastomeric Roofing• • • Membrane, applied at 1 to 1.5 gal /sq. • .. • • • 5. Leak BusterTM Matrix"( 602 MB Xtra Elaston eric Roofing.. •. • • Membrane, EnergyCotee roof coating applied'at f to:1.5 ga1./13q. • . 6. TOPCOAT° Surface Seal, TOPCOAT° Fireshiele SB Solvfmf ' based Elastomeric Roofing Membrane applied at lto.13 galfsq 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 13 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is requited with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %" Dens DeckTM or 'A" 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 rats of 20-40 lbssq., or mechanicnity attaehed 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 aconiinuous area of ventilation. Encircling of the strips is not acceptable. A 6" break sham be, placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall lid at teie of 12 lbs. sq. Note: Spot attached systems shall be limited to a maximum desigd 'r?snre of -'4S ps. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristieroon a IF') valu6 of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the ihepir value,As :did tested, are below 275 lbf, insulation attachment shall not be axe table. ... • • 6. Fastener spacing for mechanical attachment ofanchor/base sheet or membrane attacluadnt is ba .ado a minimum fastener resistance value in conjunction with the maximum design valutilleri within a specific • system. Should the fastener resistance be less than that required, as determined by the BuildiggOffipial, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Edging, Archit;t,•or • Registered Roof Consultant may be submitted. Said revised fastener spacing shall'hitilize the iavitifdiawal • resistance value taken from Testing Application Standards TAS 105 and calculations in compliancy 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 1#9 will not be applicable.) 8. All attachment and sizing of perimeter nailer's, 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 this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • NOA No.: 07-1219.09 Expiration Data 11/04/13 Approval Date: 03/20/08 Page 19 of 19 • • Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. °Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of ° Ruberoid Mop° SBS products In any applicable Classification. Class A . Deck: C -15/32 Indine: 3 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or periite /polyisocyanurate composite or perlite /urethane composite or wood fiber/ poiyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS PIy 4" or "Tri -Ply Ply 4" or " GAFGLAS Ply 6° hot mopped. Surfadng: — Gravel. 2. Deck: C -15/32 Indine: 2 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite/urethane composite or wood fiber/ polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or " GAFGLAS PIy 4" or "TrI -PIy Ply 4° or " GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "1'ri -PIy Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 • • • • • •• • • • •••• • • •••• Insulation (Optional): — One or more layers.periite, wood fiber, glass fiber, polyisocyeanurate, • urethane, perlite /polyisocyanurate composite, periite /urethane composite, wood fiberipoiyisocyareurate composite, phenolic, 2 -in. maximum. • • • Ply Sheet: — Two or more plies Type G1 " GAFGLAS Ply 4" or'Tri -Ply Ply 4 ", "GAFGi 4$,Q'y 6 °.... Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or'Tri- Plyl+�irmal Surfaced p Sheet". 4. Deck: NC Incline: 1/2 • • • • • • •••• • • • •••• • • • •• • Insulation: — One or two layers "Isotherm R ", any thickness, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Buildin_ De �.L t ent. 17.47/1 1/124009 00 11:18:" Slip Sheet (Option: — Red rosin paper, 'l cap itaait —One oiv Tv G2 "G nail Incline: 1 nailed to deck. pe "GAFGLAS #75 Base Sheet" or 'Tri -PIy #75 Base Sheet" (may be • .• • • • •••• ronitier DAA a Mot =St o ft- ,G3AGAE IA_A g heet l• - - -- ra r "Tri -Piy PIy 4" or GAFGLAS Ply 6 °. _ _!IVII 1, i f e 1 Cap Sheet" or'Tri -Ply Mineral Surfaced Cap filer //c rn ' %20and%20Ss gs/ sky / Desktop /017020 v'i"2oAoofmg %20Systems.lmn (3 of 70)5/212008 6:30:01 AM •,. • • •••... • • • M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 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,,prodict or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it.is determined bqBCCO that this product or material fails to meet the requirements of the applicable building code..•• • ; • This product is approved as described he • ••.• • P apP rein, and has been designed to comply with the Hi yptocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 • • •.. • RENEWAL of this NOA shall be considered after a renewal application has been filed mishear 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 rev�i�ibnbr chapge3{i the • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of d0il. • • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 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® A11160 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® All 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 Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive • Dispensing Equipment . • .. • Dispensing Equipment • •••• • • ••. • • •••• •••• • • •••• •••• Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curietttN /A whitte • 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 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTME96 ASTM D 2126 ASTM D 2856 •. •• .. • • • • • • • • • • • •• • Results • •••• . • •••• • .. • • • •••• 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average valves as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 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 ••••/W28/98'••••• • 520109 -2 • • • • 520109 -3 •••• •••• • • 520109 -6 • 520109 -7 • • • • • • 520191 -1 TAS 101 •.• .•431/02/99 •: 520109 -2 -1 • • • .• • • • • • • • • • • •• • • • •• • • • • 1. Fire classification is not art of this p acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. LIMITATIONS: 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. MS W NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AI1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PoIypro® 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® AH160 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 & 1 Op dispensing. • equipment only. • 7. Polypro® AH160 shall not be ex •• • •••• • • posed Permanently to sunlight. • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 nainu os after • • • • Polypro® AH160 has been dispensed. •••• •••• • • 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with •the'Placenieit • • • Details' herein. Each generic tile profile requires the specific placement noted herein • • ; • • • • : • Table 1: Adhesive Placement For Each Generic Tile ProfiI • : Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two PaddyWeight' per partly Alin. 41. (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. .• ••• • • • . ••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 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 • • •• •• • • •••• ••• • • • •• • • • • • • • • • • • • • • •• • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• 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 END OF THIS ACCEPTANCE • •••• • • •• •• ..•. • • ••••e ••• • • • • • • • • s • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDS) COPY MUST BE POSTED ON TIT .10000E AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. tl 5200 On 1111) 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 irdorrnation Is provided In tNs Notice of Corrunencemert. t. Legal description of property and street /address CFP4 200 9R 07 58 25 1 OR Bk 27053 P9 2960 (1p9) RECORDED 10/20/2009 10:13:39 HARVEY MIN, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 00 N)c,. ifl 2. Description 01 ImProvernent eg e. goo Interest In properly: Name and address of fee simple titleholder: 4. Contractor's name 6. Surety: (Payment bond required by owner from contractor, If any) Name and Aftess: Amount of bond $ G. Lenders 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(10X Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the follovAng person(s) to receive a copy of the Ltenoes Notios as provided In Section 713.13(1Xb), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of morning unless a different date Is specified) -4441kWeff...: , 20 Address: 4,014tp, LYNDA Notary Print Notary's My COMMISSi011 STATE OF FLL)PADA, COUNTY OF DADE. arRTIFY that this is a pie co y of the din this acri on MOTE _Wall Public - State offlorida 1171"; vs, My Comm. ExpireinigirgOg # DI? my h _ . ■-• 20 'dndOficE. cia; , CLERK, t‘ 11 /h „AV—A.-4 • • c4671K :92'y eN, CO Ul