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RF-06-3079Inspection Date: 05/31/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Owner: STOBS, MARTHA Job Address: 828 99 Street NE esterfit Miami Shores Village, FL Project: <NONE> Block: Contractor: CARRUTH ROOFING CO INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060142440 Lot: Phone: (305)759-2005 Building Department Comments RE ROOF OF ENTIRED ROOF. BUTTER COP SPANISH 5" TILE COLOR THRU JUN 0 1 2007 Passed Inspector omments 0 L 5-e? jjp Z---------------- I Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Wednesday, May 30, 2007 Page 2 of 2 Providing Solutions to the Roofing Industry Lab Report No. N07- 0300039 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS :: 828 NE 99 St. Miami Shores PERMIT No: OWNER: Martha Stobs ROOFING SQUARES: 23 CONTRACTOR: Carruth Roofing Company, Inc. ROOF PITCH :: TILE TYPE: Spanish "S" ATTACHMENT :: Polyfoam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation INSPECTOR INITIALS:: MA/GA TEST DATE :: 3/1/2007 Required Testing Force:35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 23 -25 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 31 -35 Passed 16 -22 Passed 36-43 Passed THIS ROOF HAS: PASSED FAILED El THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH °` 33 35 36 37 34 40 41 42 32 29 31 28 30 27 Flat 21 20 24 23 19 18 22 38 43 26 25 10 11 12 39 6 7 8 9 17 16 4 5 15 14 13 Revi Front 3 Za o- Marlin Brinson, P.E. - Lic. #60749 13605 SW 149th Avenue, Unit 1, Miami, FL 33196 South (305) 256 -4550 Fax (877) 379 -0865 Flat 6065 NW 167th Street, Suite B -20, Miami, FL 33015 www.floridatec.net North (305) 828 -1107 • Fax (866)333 -6988 1 1111111 1 1111 1111111111111111 11111 11111 1111 1111 NOTICE OF COMMENCEMENT c_FN 20r:FROCli08521 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OF. EC 25246 F'9 01/03/2007 13s 5y RECORDED t)1itl3ryt3st7 1,:,oCt7�.�'r HARVEY R:UVIF1 CLERK OF COURT PERMIT NO. TAX FOLIO NO. MIAMI —DACE COUNTY? FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 0A55 cq 5T 2. Description of improvement: RFf • f %tJ& 3. Owner(s) name and address: f 44 ._ ct0+ o S d L* -4/5'af- 7 I 6144,1 s AciZO, f/ Interest in property: 0 / 15--6T Name and address of fee simple titleholder: 4. Contract.r's• name and address: CA-142.0n+ l+ jpCd & Co . f' 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 theLienor'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 date is 1 year from the date of recording unless a d* . ere r date is specified) AfilL Signature of Owner �- (� Print Owner's Name I' 111LT I+ 61 . ' :) f bBS Prepared byk �rC Sworn to and subscribed before me thiC d_ o ela_% a .ce7 Notary Pu Print Notary's My commission expires: 123.01 -52 PAGE 4 8/02 ''eif�',, CHARLYNE R CARRUTH #: '•� :I: MY COMMISSION # DD 208522 Tnnd • EXPIRES: September2, 2007 ,q p c4e' Bonded Thru Notary PubQC Undenvdters STATE OF FLORIDA, COUNTY OF DADE BY CERTIFY that this is a tru o of the I filed in this office on �` day of HE rlgm '4 Tiro .r ^7 bcal SeaI , l _ Pi Fl;i`:`,�' IN, CL,ER �� nd Co n Courts By - D.C. Ad es uJ ? ( Miami Shores Village D cg JO Building Department JAN o z 2007 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y m` Tel: (305) 795.2204 Fax: (305) 756.8972 om ....... BUILDING n� 1c�1 ©� Permit No. '3119 _ PERMIT APPLICATION 1pt,,,k, - Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Mikierifil T 11Oel Phone #'II SO 9 - Owner's Address % ME.- g Ci ttitt it i 5 fi t2 1 State f Zip ' 1 ty �,��� P Tenant/Lessee Name Phone # Job Address (where the work is being done) City • Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name (uTtt Contractor's Address V ®. -i- 4,(1Y' Phone # City a kW t ,5 State FLQ,4OYf Zip St3614 Qualifier Name 1.4-1‘) IC Phone # -- State Certificate or Registration No. &Cs —01b2.11 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone ## Value of Work For this Permit $ l� Type of Work: ['Addition Describe Work: Square / Linear Footage Of Work: 01 ['Alteration DNew Repair/Replace ❑ Demolition e, p /fi Submittal Fee $ Permit Fee $ 3700 6 O CCF $ /0- CO /CC Notary $ % Training/Education Fee $ -5(60 Technology Fee $ 1.50 Scanning $ 9'9) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ .5DO See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip f Mortgage Lerkder ae (°if;applicable) Mortgage Lender's 1dress 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 incompliance 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 5 The f re oing instrument was ackno ledged be by Signature Ai Contractor who is p -_ : ovally kno o me or w o has produced who is p As identification and who did take an oath. My Commission E rsonally known t 'w � has produced as identification and who did take an oath. NOTARY PUBLIC: P f13YYln r .��>�.�[� � .z; >. tr cb: ae em*1\2, 2;07 J dhm ovary Public Underwrfters My Co I� . i„ n Expires'. APPLICATION APPROVED BY: (Revised 02/08/06) Zoning High Velocity Hurricane Zone Unif MIAMI -DADE COUNTY BUILDING DE pplication Form APPLICATION Section A (Ge Master Permit No Contractor's Name: ICarruth Roofing Company F Low Slope Asphaltic Shingles I— Prescriptive BUR -RAS 150 ob e 828 NE 99th Street Roof Category E Mechanically Fastened Tile r— Metal Panel/Shingles E Other..I la JAN 0 2 2007 B MONA ....o�eoe F Mortar /Adhesive Set Tile r— Wood Shingles/Shakes Roof Type I— New Roof F Re- Roofing E Recovering E Repair I— Maintenance Are there Gas Vent Stacks located on the roof? r Yes F No If yes, what type? fl Natural E LPGX Low slope roof area (ft.2)1253 Roof System Information Steep Sloped area (ft.2)12223 Section B (Roof Plan Total (ft.2) 12,476 • •• • • •• • • •••• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow Qriijp .IQciude crfi@rt5lbffs of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • Perimeter Width (a'): r Corner Size (a' x a'): • • • • • •••• • • • { k l B ! ■ ! i I ff�1 ' ' ! I I I E• -f•• 4•'�L ■ 1 �_ I�1 ■■ ■ ■ �� _ MINI ■��■■■ ■ ■ ■■ ME , '� -'� :: �— • ■ ra E - - --__— � • • • h II 411 MENEM X =NNW 18 ii■U■■ iii■ , • ■ � r i ■ env LI a ■nn■ __ __L_ _ - 11111111111M• 'C • i M ■■■ 1 • � : ■� I NM '■'C■■ , !�' h lii�. ■■... • r �Y • a ;.. • ... I _ I _ _ .. _ball§ - i OAP. ai .1 2, ■■ 7 =7. ..■ • �� ■ . ' 1 ■■■ it • ■ • ► r.-. .ice ummumi I (i l I ■p■ ■ Mai ••R ,L�'1i,LUl,l.." ' i.�• ■ ■ ■ ■■ ! L i ISM I I I f I I- I or!! , Page 2 •� • • • • • • .• • DATE SUBJECT TO %NTH ALL STATE AND COUNTY RULES AND REGULATIONS http:// www. miamidade. gov/ building /roofing_permiting/permit app_section_a.HTML 12/29/2006 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: TAMKO NOA No: 106- 0613.03 System Type: D Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 1-52 psf (P2) Perimeters: 87.3 psf (P3) Comers: 1131.4 psf Maximum Design Pressure, From the Specific NOA System: -52 psf Deck type:11" x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: Deck Support Spadng: Slope:l /8" :12 Fire or Vapor Barrier. n/a Anchor/Base Sheet & No. of Ply(s): 91 layer 75# base sheet Anchor/Base Sheet Fastener/Bonding Material: I1 1 /4 "RS nails & 1 5/8" tincaps Insulation Base Layer Size & Thickness: In /a Insulation Base Layer Fastener/Bonding Material: In /a Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener/Bonding Material: In /a Wood Nailer. n/a Wood Nailer Fastener Type and Spacing: n/a Base Sheet(s) & No. of Ply(s): 1 layer 75# base sheet Base Sheet Fastener/Bonding Material: 1 1/4" RS nails & 1 5/8" tincaps Ply Sheet(s) & No. of Ply(s): 3 layers TAMKO PLY IV Ply Sheet Fastener/Bonding Material: hot asphalt Top Ply: 111 layer TAMKO cap sheet Top PIy Fastening/Bonding Material: hot asphalt Surfacing: In /a Single Ply membrane: n/a ••• • • • .••. • • • •• • Single PIy Sheet Width: n/S 1/2 sheetmidth: N� • • • • • No. of Single Ply 1/2 sheets: In/a Single Ply Membrane Fastening/Bonding Aarenal: In /a • •••• • • •••• •• • • Drip /GS Edge Metal Size & Gauge or weigh{ IN/A • • • Drip/GS Material Type: I N/A : • "ad ••••• Drip /GS Hook Strip /Cleat Metal gauge 41 weight; N/A • • • Parapet Coping Metal Size & Gauge or weight: rN /A • •• • Coping Material Type: I N/A 1 Parapet Hook Strip /Cleat Metal gauge or weight: N/A ' ' •� • • • • • • • • • FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: �" o% @ laps & U" rows @ " o/c 2. Perimeter: " o/c @ laps & rows @ " o/c " o/c @ laps & rows @ " o% 3. Comers: NUMBER OF FASTENERS PER INSULATION BOARD Field: Na Perimeter. n/a Comer. n/a Fastener Type : N/A Alternate Fastener: In /a Page 3 http:// www. miamidade. gov/ building /roofing _permiting /section c 4 %202.htm • • 12/29/2006 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Sloped System Description MA 5'iWi5 TILE 1 - Sol* FG.r Roof Slope: 1:17-"/12" Roof Mean Height 10 feet 3x3 66t,'v Ridge Ventilation: In /a Method of Tile Attachment 'Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: In /a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Comers: n/a Perimeter Width: n/a Page 4 Deck Type: 11" x 6" T & Alternate Deck Type: 'n /a Underlayment type: I1 layer 30# felt Insulation/Fire Barrier Boajd: • In /a • • • .• • Optional Nailable Substrat8. • • •• • • ••• • • • In /a • •••• •••• Fasteners: • • • • 11 1/4" RS nails & 1 a/$; tipcaps. . • Cap Sheet Type/Adhesiv‘Gyps• ' • • • 11 layer 90# slate /hgt •aaph:alt • Roof Covering: • • " "• .•.. 'Monier Spanish Stiles•' • Roof Covering Attachment Method: 'large pady polyfoam ... • •. Drip Edge Size & Gauge:I3" face 26 ga. Drip Edge Material Type: IGalvinized Metal j Drip Edge Fastener Type: 11 1/4" RS nails Hook Strip /Cleat ga. or weight: I N/A J http: / /www.miamidade.gov/ building /roofing_permiting/section d 3.html Page 1 of 1 • .: • • • • • • • • • • • • • 12/29/2006 Roof System Manufacturer: 'Monier Lifetile Notice of Acceptance Number. 10205.07 Minimum Design Wind Pressures, If Applicable (from RAS 129 or Calculations): P 1:J P 2: P 3:I_- Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 Sloped System Description MA 5'iWi5 TILE 1 - Sol* FG.r Roof Slope: 1:17-"/12" Roof Mean Height 10 feet 3x3 66t,'v Ridge Ventilation: In /a Method of Tile Attachment 'Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: In /a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Comers: n/a Perimeter Width: n/a Page 4 Deck Type: 11" x 6" T & Alternate Deck Type: 'n /a Underlayment type: I1 layer 30# felt Insulation/Fire Barrier Boajd: • In /a • • • .• • Optional Nailable Substrat8. • • •• • • ••• • • • In /a • •••• •••• Fasteners: • • • • 11 1/4" RS nails & 1 a/$; tipcaps. . • Cap Sheet Type/Adhesiv‘Gyps• ' • • • 11 layer 90# slate /hgt •aaph:alt • Roof Covering: • • " "• .•.. 'Monier Spanish Stiles•' • Roof Covering Attachment Method: 'large pady polyfoam ... • •. Drip Edge Size & Gauge:I3" face 26 ga. Drip Edge Material Type: IGalvinized Metal j Drip Edge Fastener Type: 11 1/4" RS nails Hook Strip /Cleat ga. or weight: I N/A J http: / /www.miamidade.gov/ building /roofing_permiting/section d 3.html Page 1 of 1 • .: • • • • • • • • • • • • • 12/29/2006 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. I -CAP ti-Gzi- OrtsE 3x3 7r Gy4uvPoozet3 be p a Page 3a Parapet Wall Height N Ft. Mean Roof Height 1 Ft. • • • • •••• ••• • • • • • • • • • •••• • • • • • • • • • • • ••.• • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • •••• • • • •••• • • • • •• • • ••• • • • http : / /www.miamidade.gov/building/ roofing _permiting /section_c 4_2.htm1 12/29/2006 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. 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 aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 47.6 x A10.289 - Mg: 630 P 2: 100.6 x A 10.289 - Mg: 630 P 3: 100.6 x A 0.289 - Mg: 630 = Mr1: 7.45 NOA Mf: 86.61 = Mr1: 22777 NOA Mf: 86.61 = Mr1: 22.77 NOA Mf: 86.61 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 34.4 Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 4 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 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 ••• • • Page 1 of 1 NOA Wff 86.61•••• • • • • • •••• • • •• .. • • • •••• • • • • •••• •. • • • • • •• • • . • • .• • •••• • • • •••• • • • .• • ••• • • • .. *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http: / /www.miamidade.gov/ building /roofing permiting/section a 3.htm 12/29/2006 MIAM„DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 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 (hi 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 !Egti Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Spanish `S' Concrete Roof Tile .... • • .... • • • • • • • • •• • • • .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo'g'os bltt, stat4 id• • following statement: "Miami -Dade County Product Control Approved ", unless otherwise idea herein. : • RENEWAL of this NOA shall be considered after a renewal application has been filed end there hat l oa 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 chanecin the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • • • • • • • This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Spanish 'S'Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Applicant Dimensions Monier Lifetile 1= 18" Spanish 'S' Tile w = 10 3 /8" min. 3/4" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94-084 94 -083 25- 7183 -4 Product Description High profile, interlocking, one-piece, 'S' shaped, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set • • • • •••• applications. • • • Accessory trim, concrete =qqf gi ces fir rise • at hips, rakes, ridges and vaU$y terminations. Manufactured for each file prile. •••••• •••• ••.• •• . • • • • • .• •• • • •• Test Name/Report: • • • • Dee...1991 Dec. 1991 Static Uplift Testing... • PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 2 of 5 • • • • • • • • Test Aeencv The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 224 -47099 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Test Name/Renort Static Uplift Testing PA 102 (1 Quik Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System • • • • •• Date March, 1995 Aug. 1994 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April* 3992 • • • • • • 3.1 Fire classification is not part of this acceptance. •• • • • ••••• 3.2 For mortar or adhesive set tile applications, a static field uplift test shalt ?e perfoni*ti• in accordance with RAS 106. • 3.3 Applicant shall retain the services of a Miami -Dade County Certified L •••••• Qry to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing Shalt b$ submi e.(0o • • 3.4 Minimum underlayment shall be in compliance with the applicable Rotting Applieatioi s Standards listed section 4.1 herein. the Building Code Compliance Office for review. .. 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' 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.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (1 x w Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Spanish 'S' Tile 9.64 1.5 0.865 Table 2: Aerodynamic Multipliers - A. (ft Tile Profile X (ft Direct Deck Application Monier Lifetile Spanish 'S' Tile 0.259 Table 3: Restoring Moments due to Gravity - Ms (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 8.51 N/A 8.44 N/A 8.27 1 N/A 8.07 N/A 7.87 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck .(miq.19/32; • „,• ' • ptytiood) . • Monier Lifetile Spanish 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 • 1 -10d Smooth or Screw Shank Nail 5.1 •••••0.8 • • • • • • 2 -10d Smooth or Screw Shank Nails 6.9 • 1).2 :' • '. • • • • • • • 1 .#8 Screw 20.7 • a 10.7 ' . 2 .#8 Screws 43.2 • 43.2 • - - - - • • •?`3.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 • • . • • . • • • _ • 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 5: Attachment Resistance Expressed as a Moment RN (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.34 1 See manufactures component approval for installation requirements. 2 Flexible Products Company lileSond Polyl oam Product, Average weight Average weight per patty 10.7 grams. per patty 8 grams. NOA No.: 02- 1205.07 Expiration Date: 01/02/08 Approval Date:01 /02/03 Page 4 of 5 Table 5k Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Sin . le P Adhesive Set S ems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Polyfoam PolyProTM 66.54 Polyfoam PolyPro'" 38.7 3 Large paddy placement of 63grams of PolyProlu. 4 Medium paddy placement of 24grams of PolyProW. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Spanish 'St Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, 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 applicallle buildig• • • code in order to properly evaluate the installation of this system. • : • • NAIL HOLES 1 O-3/S' PROFILE DRAWINGS • • • • • • • • • •• • • • • • •• •• • •• 6 • • • • • • • • • • • • • • • • •••• . • • • •••• • • • OVER LOCX •• ••• • '•. UNDER LOCK 1 l" END MONIER LIFETILE SPANISH 'S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1295.07 Expiration Date: 01/02/08 Approval Date:01/02/03 Page 5 of 5 • • • • M IA M I•DADIE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64801 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 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 ®s • material fails to perform in the accepted manner, the manufacturer will incur the expepse pfssuch testing and the AHJ may immediately revoke, modify, or suspend the use of such product olrmaterial �itjij • 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 reg i rements of tie applicable building code. '....' •• • This product is approved as described herein, and has been designed to comply with tbo% ida ; • • • • Building Code, including the High Velocity Hurricane Zone. • DESCRIPTION: TAMKO BUR Roofing System over Cementitious Wood FibeiiDeck' " • • ' • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state • and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 01- 0509.08 and consists of pages 1 through 12. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06-0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Pagel of 12 • • • • • •••••• • • • • • • • ROOFING SYSTEM APPROVAL Category: Sub- Cateaorv: Deck Type: Maximum Design Pressure Fire Classification: Roofmg Built -up Roofmg Cementitious Wood Fiber -45 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Awaplan 170 FR Awaplan 170TM Roll weight: 98 lbs.; 33' 11" x 39 3/8" a Roll weight: 98 lbs.; 33' 11" x 39 3/8. 8 Awaplan Heat Roll weight: 96 WeldingTM lbs.; 25' 5" x 39 318" Awaplan Premium FRTM Roll weight: 101 lbs.; 33' 11" x 39 3/8. s Awaplan PremiumTM Roll weight: 101 lbs.; 33' 11" x 393/8„ Awaflex Roll weight: 76 lbs; 33' x 39 -3/8" Test Specification ASTM D 6164 Type I ASTM D 6164 Type I ASTM D 6164 Type II ASTM D 6164 Type II ASTM D 6164 Type II ASTM D 5147 Product Description A 180 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire.... resistance. Applied in Not asphalt ortold • adhesive. • • • A 180 g/m2 polyester refine''ed SBS' modified bitumen membrm. urfaced wfth granules. Applied in hot gggllalt or co�c� . . • adhesive. .. • A 250 g/m2 polyester rei osoed SBS • • • • modified bitumen memlZran ;surfaced with granules. Applied by totch an also 1Sed • . as a walkway material.: • • • • "' A 250 g/m2 polyester reinforced modiiMie i• • bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/m2 polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/m2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 2 of 12 Product Dimensions Awaflex FR Roll weight: 76 lbs; 33' x 39 -3/8" Awaplan V ersa- Smooth Awaplan Versa -Flex Base -N -Ply® Glass- BaseTM Tam-CapTM Tam -Glass PremiumTM Tam -Ply IVT• Type 43 Base Sheet Vapor-Chan TM Versa -Base FRTm Roll weight: 100 lbs. 33' 11" x 393/8" Roll weight: 76 lbs; 33' 11" x 39 -3/8" Roll weight: 72 lbs.; 97.5' x 39 -3/8" Roll weight: 72 lbs.; 97.5' x 39 -3/8" Roll weight: 83 lbs.; 32' 11" x 39- 3/8" Roll weight: 53 lbs.; 161' 9" x 39- 3/8" Roll weight: 44 lbs.; 161' 9" x 39- 3/8" Roll weight: 85 lbs.; 72' x 36" Roll weight: 86 lbs.; 32' 11" x 39- 3/8" Roll weight: 60 lbs.; 48' 2" x 39- 3/8" Test Specification ASTM D 5147 ASTM D 6164 Type I ASTM D 6164 Type II ASTM D 4601 ASTM D 4601 ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type II ASTM D 5147 Product Description SBS FR modified cap sheet constructed with a 155gm/m2 non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. A 180 g/m2 polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m2 nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Type II asphalt impregnated and coated• • • • glass fiber base sheet fo$ usa Ti conventional and modified�bitumen • • up roofing. • • Type II asphalt impregnated•and coated... glass fiber base sheet for use m •••• conventional and modifi bitumen 1 itijt -• • •• e• • •• up roofmg. Asphalt impregnated ant coated felt • •' • surfaced with mineral granulgs used n;; ; • top ply in conventional built -i4 roof... • •• membranes. • • Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofmg. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 3 of 12 Product Versa -Base m Versa -Cap FRTM Tam -Pro Primer Tam -Pro Fire Rated Roof Coating Tam -Pro Fibered Emulsion Dimensions Roll weight: 94 lbs.; 48' 2" x 39- 3/8" Roll weight: 87 lbs.; 33' x 39 -3/8" 5 gallon 5 gallon 5 gallon APPROVED INSULATIONS: Product Name ACFoam Composite ACFoam 11 ConPearl GAFTEMP Permalite EnergyGuard Fiberboard Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board ENRGY 2, ENERGY 3, PSI -25 Fesco Board Structodeck, Structodek FS APPROVED FASTENERS: Fastener Number Product Name 1. Rawlite Fastener Test Specification ASTM D 6163 Type I ASTM D 5147 ASTM D 41 ASTM D2824, type III ASTM D1227 Type II Product Description Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Asphalt based primer A flame - retardant protective coating that forms a highly reflective surface. Protective Coating. TABLE 2 Product Description Isocyanurate Insulation with perlite facer Isocyanurate Insulation Expanded perlite mineral fiber Expanded mineral fiber Wood fiber board Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation Isocyanurate Insulation. Rigid perlite roof insulation board. High Density Wood Fiber insulation board. TABLE 3 Product Description Insulation fastener Dimensions •••• • J Iagvfgcturer • • • (Witif Current liVAX • Atlas Wang Corp. Atlas Vo&fing Cdri)' • • •••• •••• •. SCoaglas • • • • •• •• • • •• G tat'1. Corp.' Gg1F 1Vigt'1. Corp! • • • • • •e Generic Generic Generic Johns Manville Johns Manville Masonite Manufacturer (With Current NOA) Powers Fasteners, Inc. NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 4 of 12 EVIDENCE SUBMITTED: Test Agencv/Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. Name Class 4470 Class 4470 Comparative Rupture Testing Class 1 Fire Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Fire Classification — see current directory Wind Uplift Resistance TAS 114 TAS 114 TAS 114 Report J.I. 0Q8A7.AM J.I. 1X 1A5.AM J.I.4D0A7.AM J.I.0Z4A3.AM J.I. 1D4A7.AM J.I. 3B5A9.AM 3027787 3027789 3027790 3027791 R3225 R3225 -1 through 13 4440.05.95 -2 4440.05.95 -1 4444.06.98 -1 Date 10.04.90 07.19.93 10.21.98 08.27.97 10.20.97 08.27.97 08/14/06 08/14/06 08/14/06 08/14/06 Published Annually.... .92.17.94••••• • • • "':05.01.95 • •••• •••• •.„0.01.95..„• ••••1V.15.98. • • • .. .. • . .. • • . . • •••• • • • •.•• • • • .. • ..• • NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 5 of 12 APPROVED ASSEMBLIES: Deck Type 5I: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type A: Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base or Vapor -Chan fastened to the deck as described below: Fastening: Attach anchor sheet using ES Products Insuldeck Loc -Nails spaced 71/2" o.c. in a 4" lap and 71/2" o.c. in two staggered rows in the center of the sheet. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/A; AC -Foam II, E'NRG'Y 2, E'NRG'Y 2 Plus, IsoTherm R, E'NRG'Y 2 Composite4,S0 AS+, ISb 8&-' Composite, ISO -Roc, UltraGard Gold, AC -Foam Composite, Pyrox, Multi-Max FA• • • • Foamglas • • Minimum 1" thick N/A N/A . •••• •••• • • • • ConPerl, GAFTEMP Permalite, Fesco Board High Density Wood Fiberboard, StrfMdtlek FS ... • Minimum %" thick N/A • • NPA'. '. Fiberglas Minimum: 15/16" thick • • • • N/A N /A "' •• • • •••• • • • .• • • • .• • Note: All insulation shall be adhered to the anchor sheet in full mopping of appro$$d libt aspleAt ; • • within the EVT range and at a rate of 20-40 Ibs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet Glass- BaseTM or Base -N -Ply® base sheet directly to the insulated substrate. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 6 of 12 Ply Sheet: Cap Sheet•. Surfacing: Four plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range.and at a rate of 20-40 lbs./sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. 1 -1 %2 gallons fibered aluminum coating per square (Tropical Asphalt Products AlumaBrite 120, Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbsJsq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs./sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: -45 psf (See General Limitation #7.) • . • • • ▪ • • • • • .... • • .. • • .... • • • .... • • • • .. • • • • • • • .. .. • .. • • • • • • • • • • • • . • • • ▪ .... • • . • .... • • • • .. • ... • .. NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 7 of 12 Deck Type 5I: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type B: Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /fie AC -Foam II, Pyroi Minimum: 1.3" thick 1 1:3 ft.2 E'NRG'Y 2, Iso 95 +, ISORoc Minimum: 1.4" thick 1 1:3 ft.2 ISORoc, AC -Foam Composite Minimum: 1.5" thick 1 1:2.67 ft.2 E'NRG'Y 2 Plus, E'NRG'Y 2 Composite • • •••• 1.5" 1 . ▪ . 1:4 tt.Z • • Minimum: l.5 thick .. • • ISO 95+ Composite • • • • • Minimum: 1.9" thick 1 •••••• 1:3 ft1' • • • • •••• •••• ConPerl, GAFTEMP Permalite, Fesco Board . • .. • Minimum: 34" thick f t.b • • • Fiberglas •. Minimum: 15/16" thick 1 • • 1:2.6' 3." • • • • • .. • • . • ..• High Density Wood Fiberboard • • Minimum: %" thick 1 1:2.67 ft 2 • Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Any of the insulations listed for Base Layer, above. Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 lbs/100 ft&. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 8 of 12 Base Sheet: (Optional) Install one ply of Type 43 coated base sheet. Glass -Base m or Base - N -Plyn base sheet directly to the insulated substrate. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Note: Type 43 coated base sheet cannot be spot mopped. Ply Sheet: Cap Sheet: Surfacing: Four plies of Tam -Glass Premium? or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs./sq.. (Optional) One ply of Tam -Cape adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. 1 -11/2 gallons fibered aluminum coating per square (Tropical Asphalt Products AlumaBrite 120, Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsidtf' • roof coating per square, or asphalt surface at an application:rat ® .420-216 • lbs. /sq.. Coatings shall be applied according to the manufagtt off yggs recommendations regarding specific application rates and weatliering. 2. Flood coat with an application rate of 60 lbs. /sq.; plus grave? 8f %lag withlti' application rate of 400 or 300 lbs. /sq. respectively. •••• Maximum Design Pressure: -45 psf (See General Limitation #9) • • • . • • • • .. .. • .. • • • • • • • • .. .. • • .... • • .. ••• • NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 9 of 12 • • • • • • Deck Type 51: Cementitious Wood Fiber, Insulated Deck Description: Cementitious wood fiber System Type C: All layers of insulation simultaneously fastened; first layer optional. All General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 AC -Foam II, Pyrox Minimum: 1.3" thick N/A N/A E'NRG'Y 2, Iso 95 +, ISORoc Minimum: 1.4 thick N/A N/A E'NRG'Y 2 Plus, E'NRG'Y 2 Composite, AC -Foam Composite Minimum: 1.5" thick N/A N/A ISO 95+ Composite Minimum: 1.9" thick N/A ConPerl, GAFTEMP Permalite, Fesco Board Minimum: 'Y2" thick N/A • N/A Fiberglas Minimum: 1346" thick N/A •••• N /A• • • • Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the nuipslier of fasteners shall be increased maintaining the same fastener density. Pleasft refer to MAW Application Standard RAS 117 for insulation attachment. • • • . • • • Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 N /A••••• • • •••• • • . •• • • R • •••• •••• • • AC -Foam II, Pyrox Minimum: 1.3" thick 1 1:3 ft.2 E'NRG'Y 2, Iso 95 +, ISORoc Minimum: 1.4" thick ISORoc, AC -Foam Composite Minimum: 1.5" thick E'NRG'Y 2 Plus, E'NRG'Y 2 Composite Minimum: 1.5" thick ISO 95+ Composite Minimum: 1.9" thick ConPerl, GAFTEMP Permalite, Fesco Board Minimum: %" thick 1 1:3 ft.2 1 1:2.67 ft.2 1 1:4 ft.2 1 1:3 ft.2 1 1:2 ft.2 NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 10 of12 • • • • .' • • • Top Insulation Layer (Continued) Fiberglas Minimum: 15/16" thick High Density Wood Fiberboard Minimum: 1/2" thick Insulation Fasteners Fastener (Table 3) Density /ft& 1 1:2.67 ft.2 1 1:2.67 ft.2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet Glass, Base or Base -N- Ply® base sheet directly to the insulated substrate. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip.... mopped application as detailed in this approval is approved; see.Gene•ra1 • • •. • Limitation #4. • • • • • • Note: Type 43 coated base sheet cannot be spot mopped. • Ply Sheet: Four plies of Tam -Glass Premium + or Tam -Ply IV adhered in a 4 mapping •of • approved asphalt applied within the EVT range and at a rate of Z,p.- 4Q��s./sq.i, Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of gro fed asphalt"' applied within the EVT range and at a rate of 20-40 lbs. /sq.. (Set Tan$o • • application instructions for approved method of installation). . . Surfacing: • • • (Required if no cap sheet is used) Install one of the following: • • • • • • 1. 1 -11/2 gallons fibered aluminum coating per square (Tropical Asphalt Products AlumaBrite 120, Tam -Pro FR Aluminum Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbsJsq.. Coatings shall be applied according to the manufacturers` recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 Ibs.sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Maximum Design Pressure: -45 psf (See General Limitation #9) NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 11 of 12 GENERAL LIMrrATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./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 Forie•(1'3 value f'• • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If thgfAstro ei val ,mss• • field - tested, are below 275 lbf. insulation attachment shall not be acceptable. • 6. Fastener- spacing for mechanical attachment of anchor/base sheet or membrane attaciimantj s based oaa minimum fastener resistance value in conjunction with the maximum design value 1istal Mithin a •••• specific system. Should the fastener resistance be less than that required, as determihWll}i the Biitltiing Official, a revised fastener spacing, prepared, signed and sealed by a Florida RegisteredVngineez, ' Architect, or Registered Roof Consultant may be submitted. Said revised fastener spaciflgshall utjlj the withdrawal resistance value taken from Testing Application Standards TAS 105.a .d ralculatlgAs•ip• • • • compliance with Roofing Application Standard RAS 117. .. . .. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these area. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (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.) END OF THIS ACCEPTANCE NOA No.: 06- 0613.03 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 12 of 12 '126' ROOF COVERING 'MATERIALS (TEVT) ROOFING'S1VEMS'(TGFU)-Continued 2. Polystyrene • •• . . 3. Polyisocyanurate composite • .• 4. Wood Fiberboard 5. Partite 6. Glass Fiber • Barrier Board: 7/16 in. (min) oriented strandboard, structural particleboard panels, composite panels or waferboard panels or 15/32 in. (min) plywood. Membrane: JPS "Hi-Tuff EP" (TP0). 5. Decia'NC Incline: 1/2 Insulation: One of the following, any thickness:. 1. Firestone ISO 95+GL' 2. Celotex 'HY Therm AP" 3, Atlas Energy Products "AC Foam II" 4. R Max 'Multi-Max FA" 5, NRG Barriers "E'NRG'Y 6. Apache "PYROX" Membrane: PS"1-11-Tuff EP" (TPO) 6. Deck: NC . Incline: No Limitations .,•,., Insulation (Optional): Any of the folloyiing, any thickness:., 1. Polyisocyanurate.. 2, Polystyrene 3. Polpsocyanurate composite 4. Wood Fiberboard 5. Perlite • 6. Glass Fiber Barrier Board: Georgia-Pacific 1/4 in. (min) "Dens Deck (Reg TM) overlayment board • : Membrane: JPS'''Hi-Tuff EP" (TP0):- Class C-Fully Adhered 1. Deck: NC Incline: 1/4 , Insulation; Rmax "Multi-Max", Schuller International "UltraGard", Celotex "HyTee, Celotex "Energy-toe, Celotex 'Thermax HyTec Plus" Celotex "Thermax HyTec Plus 2", Schuller International "UltraGard SP, Celotex "Top-11-III or Rmax "Thermaroof Phis" (printed side down), any.thickness. Membrane: Genflex Roofing "Genflex II EPDM", 45 or 60 mil. TAMKO ROOFING PRODUCTS INC .:1112104 (N) 601 N HIGH ST, JOPLIN. MO 64801 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT._ Class A 1. Deck: NC • Incline: 3 Base Sheet: Type G2 "Apache Base Sheet". Ply Sheet: Three or four plies, Type G1 "Apache Ply Sheet'. Surfacing: Gravel, TAMKO ROOFING PRODUCTS INC R3225 (N) 601 N HIGH ST, JOPLIN MO 64801 For Uplift Resistance Classifications, See TGIK Found in this Directory. Pittsburg-Corning foam glass insulation is a suitable alternative for use in any of the following roofing systems. 'Awaplan 170" is a suitable alternate for "Awaplan Premium" in any of the following roofing systems using 'Awaplan . 1 in. minimum tongue and groove board is oa suitable alternate for 1/2 in. plywood decks with all joints blocked. "ersa-Base" or "Versa-Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. 'Awaplan Premium' is a suitable alternate for "Awaplari Versa•Smooth" in any of the "Awaplan" systems listed below, • Polystyrene insulation can be used in any of the following insulated noncom- bustible systems when covered with a minimum thickness of 1/2 in. perlite or wood fiber board. . . "AwaFlee or "Versa-Flex" are suitable alternates for."I,swaplan 170f.in.any of the following systems. • • • "Awaplan Heat Weld' is a suitable alternate for. 'Awaplan Premium. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT'''. ' 'Tam-Ply IV' ply sheet can replace "Tam-Glass•Premium" in the following Class A, 13 or C roofing systems. ‘• "Vapor Chan" venting base sheet can .replace "Glass-Base" base.sheet.in the following Class A, 8 or C roofing systems when limited to noncombustible decks. 'Base-N-Plyw is a suitable alternate to "Glass-Base" in any of the following systems. The following noncombustible systems may be installed over a minimum 1/2 Type X gypsum board mechanically fastened to a combustible deck for the rating to be maintained. • • • Unless otherwise indicated, these constructiohs'may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate/ perlite or polyurethane/perlite insulation hot mopped' or nailed:4/0d fiber insulation is a suitable substitute on noncombustible decks only.":"- ROOF, COVERING' MATERIALS' (TEVT) ROOFING SYSTEMS-(TGFU):Cdritinued Class A • • 1. ' Deck: NC • • , .. • 'Incline: 3 • • • • Base. Sheet.:(Optional): 1 or more Layers • of Vent-Ply,• hot mopped in place, Ply Sheets: 3 layers Type 15 perforated asphalt organic felt ('Tri-Sie) or 4 layers conventionaL;Type 15 perforated asphalt organic felt, hot mopped at 25.lb/sqllayeri :SUrfacingl•Gravel, crushed stone or slag. 2. Deck: C:15/32 Incline: 1 • Bus Sheets Type 15sasphalt organic felt base sheet, hot mopped. Ply Sheets: 3 layers Type 15 perforated asphalt organic felt, hot mopped. ••:-SurfacIngl.Gravel, crushed stone or slag. 3, Deck: C-15/32 Incline: 3 Base Sheet: Type 62 'Glass Base",'Tam Ply IV", "Vapor Chan', "43 lb Base Sheet" or 'Tam-Glass Premium', hot mopped or nailed. Ply Sheets: Min 2 layers Type 61 "Tarn-Glass.Premium" or lamply IV", hot mopped. Surfacing: Gravel in a flood coat cif hot roofing asphalt at 60 lb/sq. 4. Deck: NC Incline: 3 Base, Sheet; Type 61 'Tam•Class PreMium". or "Tam-Ply IV' ply sheet or Type*G2."Vent-Ply" base.sheet, hot mopped or nailed. • Ply Sheets: Minimum 2 layers Type G1 "Tam;Glass Premium' or "Tarn-Ply IV, hot mopped. . Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. • 5. Deck: C-15/32 Incline: 3 Insulation: in. minimum' glait er or perlite, nailed or sprinkle . mopped. Base ‚Sheet (Optionagi Type G2 base sheet, "43 lb. Base Sheer, "Glass-Base or "Vent-Ply"'or Type Gl'ply sheet,•"Tarn-Glass Premium' or "Tam-Ply hot mopped or nailed. Ply Sheets: 3 layers Type. 61 "Tam-Glass Premium".or lam.Ply IV", hot mopped. ..SurfOng:Gray,etin a flood coat of hot roofiragsufhalt at 60 lb/sq. . 6; Deck: NC . 1j1/2* Base Sheets Type G2."Glass-laseht.un-Glass ?■rernrum" or hot mopped. • • • • • • il Ply Sheets: 2 or more layere4ype:C•1 "Tam-lass Premium" pridlainoky • . IY, hot mopped. .• • • • • Surfacing: Type 63 "Tam-Car4iigt.mopped. .... • • 7. Deck; NC • • Incline 2 - - • Insulation (Optional); 1-5/15 ql5f1/4. in. maVIR.•glass fibefliefifie,pr woodfiber, isocyanurate sprimielsvuo:ped. .•• • Base Sheet (Optional); 1 or•raoreale/pe 62 "Ant,RL4,'"Vapor011iAt 61 "Tam-Glass Premium", rItrit.Ayjr or 'Glass-ape", hot moppeig Ply Sheets: 1 layer "Awapla*Verse-Simooth" surface (modified bitumien); ‘ hot mopped or heat fused. ",' " • ••••• • Surfacing: Type G3 "Tam-Ca", hotomopped. •••• eck: C-15/32 • •• • • .. . • • ' ' Inclinj. 1/4 • • Baia Sheet: Type 15'439 Base Sheet", Type G-iertm-Glass Premium', "Tam-Ply" IV' or "Glass-Base", nailed. •• . Ply Sheets: 2 or. more layers Type Gt "Tam-Glass Premium" or "1am.Ply Ir,'hOt mopped. • ;. Surfacing: Type 63 "Tam-Cap", hot mopped.' 9. •Decics C-15/32 . Incline: 1 • Base Sheet: One or more layers of Type 62 "Glass-Base", "Versa-Base or ! 'Vapor-Chan', hot mopped or Mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "Tam•Ply IV" or "lam-Glass .Premium" .hot mopped in place. Cap Sheet: Type G3 lam•Cap', hot mopped in place. 10. Deck: C,15/32, Incline: 2 Base Sheets One or.more layers of Type 15 '439 Base Sheet", hot mopped , .ormechanically.fastened in ,place. Ply Sheets Two or more plies of Type 61 "Tamlly IV" or "Tam-Glass Premium', hot mopped in place. ., 'Cap Sheets Type. G3 "Tam-Car, hot mopped in place. 11. Deck: C-15/32 Incline; 2 Insulation, (Optional): Perlite 3/4 in. thick min. or polyisocyanurate, ? . in. thick min. •• .. • Base Sheet: One or more layers of Type 62 "Glass-Base','!Versa-Base" or "Vapor-Chan", hot mopped or mechanically fastened in place. - - • Membrane: One layer of "Awaplan Versa-Smooth" (modified bitumen), hot mopped or heat welded. ' 'Cap Sheet; Type .63 "Tam-Car, hot mopped in place. 12. 'Deck; NC . Incline: 3 Base Sheet: - One or more plies of "Tam-Ply IV", hot mopped or mechanically fastened. Ply Sheets; One or more plies of "Tam-Ply IV°, hot mopped or mechanicall) fastened. Surfacing; Gravel, crushed stone or crushed slag, in a flood coat of ho roofing asphalt. • • • LOOK FOR.MARK;ON PRODUCT MIAMIDADE 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 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 loan Zone of the Florida Building Code. • DESCRIPTION: Polypro® AH160 •••• • • • •. • • • •••• • • •••• RENEWAL of this NOA shall be considered after a renewal application has been filed anrt has been Lp• 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 reyisiou or change ix •the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end'osse ant of any • ; product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. 4-" .-- NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment •' . • ••. • • • •••• • •.•0 ••••• • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a currenPNOA whidf • • list moment resistance values with the use of Polypro AH160 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 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • • • • Results •' • • •••• • • •••• ••• • •• 1.6 lbs. /ft.3 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 values 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 .'1.2/2$/9$ 6.: • • 520109 -2 • • • • 520109 -3 • • 520109 -6 • • 520109 -7 • • •••••41/02/9▪ .•••••• 520191 -1 TAS 101 .:..t• • • 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® AH 160 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® AH 160 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. +F i w 2, F'= MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 • • • • 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® AH160 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 tile as determined at calibration. No other settings shall be approved. 6. Polypro® A11160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed •••• • YP p permanently to sunlight. • • • • .... 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 'AIWA after' Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance wsith.totioe PlaceI iIt Details' herein. Each generic tile profile requires the specific placement noted her.ipb.• • .. • Table 1: Adhesive Placement For Each Generic Tile Profile. • • •. • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Pa'ddf Weight. per p3ddyly1in• ' (grbInsJ • • 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 1) Flue enough unwire wed. ir to 23 OplIonal24for square inches hl contact with the pan tile 2) Tum semis upside don. Race adhesive 112 tn. To 1 In. From outside edge of ctnrer Then install &Bib. 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 Single paddy under We Single paddy between the 2>n.x7 in. medium she paddy eave comae only Nail through plastic cement Single paddy under tale Single paddy between tile $fl.x 3 In. Single middy onundorlayment Single paddy on top of tile Eave Course ' 2 In. x 1 In. medium � Fasela paddy eave course only Eave Closure END OF THIS ACCEPTANCE • •••• • • ••.• • • •• •• • •..r • • •••• •• • • • • • •• • • • • • • •.•• • • • • ••.• • . • •. • ••• • • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • •••0• • • • • • • • • •• • • • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to b renailed in accordance with the current provisions of Section R4403. (The roof • ck i . sually concealed prior to removing the existing roof system). 3. Lk 1 Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings vett ...... common roofs, the roofing contractor and/or owner should notify the:Qr�euflants of adjacent •. units f roo. ing to be performed. ••• • • 4. I Exposed Ceiling: Exposed, open beam ceilings are wher�'i'he zindersideofthe ••••• • roof decking can be viewed from below. The owner may wish to mairAe arol�i�ee�ura • jg tji 1 appearance; therefore, roofing nail penetration of the underside of the4 ing mlty Mt be accep i b1; : he provides the option of maintaining the appearance. . .... 5. + Ponding water: The current roof system and/or deck of t�i @j?ufldingy dot 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 performance of the new roofing system. Ponding conditions may not be evident until the original roofing syste is removed. Ponding conditions should be corrected. 6. L, , ,� Overflow scuppers (wall outlets): It is required that rainwater flow off so that the ro • f is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may e necessary to install overflow scuppers in accordance with the requirements of Secti 4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. /vti7 06 Owner /Agent's Signature Date Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/26/2007 Inspector: Rodriguez, Jorge Owner: STOBS, MARTHA Job Address: 828 99 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: CARRUTH ROOFING CO INC Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060142440 Lot: Building Department Comments RE ROOF OF ENTIRED ROOF. BUTTER COP SPANISH 5" TILE COLOR THRU JAN 2 6 2007 Passed Inspector Comments e< z6 a 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, January 25, 2007 Page 1 of 1