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RF-10-1601Inspection Number: INSP - 150979 Permit Number: RF -9 -10 -1601 Scheduled Inspection Date: December 01, 2010 Inspector: Bruhn, Norman Owner: KOSTE, PETER Job Address: 86 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: PIONEER ROOFING COMPANY INC Building Department Comments RE ROOF TILE TO TILE AND FLAT ROOF Passed Failed Correction Needed Re- Inspection Fee November 30, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)751 -9009 Parcel Number 1121360040390 Phone: (954)920 -8677 Page 17 of 32 Test Date: November 8, 2010 Project: 86 NE 110 Street, Miami Shores, Fl. Contractor: Pioneer Roofing Permit #: RF -9 -10 -1601 Roof Pitch: 3 1 /2 :12 Tile Installation Date: November 4, 2010 Attachment Method: Polyprofoam Tile Type: Monier Saxony Slate Field 15 15 100% Corner 12 12 100% Perimeter 21 21 100% Hip (Approx 90Total) 7 7 100% Ridge (Approx 35 Total) 2 2 100% A . Tomassi Roof Testing, Inc. 5451 NW 24 Street, Suite # 3 Margate, Florida 33063 TAS — 106 - Tel. 954 — 979 —1180 Fax. 954 — 979 —1182 Roof Tile Static Uplift Test Report All testing is in strict accordance with the 2007 Florida Building Code, High Velocity Hurricane Zone Testing Application Standard (TAS) 106 Each Test location was pulled using a Imada Fotce Gauge to a minimum of 35 lbs. TEST SUMMARY: Roof Area Total # of Tests TEST RESULTS: PASSED See Attached Sketch For Further Details. Report Reviewed by: # of Tests Passed % Passed Dominick Scarfo, AR0010248 Dade County Certified Testing Agency # 07- 0720.04 Revises: # 03- 0317.03 35' 45' 12' TAS —106 Test Locations All Dimensions are Approximate 10' 45' T = Tested Tile and Passed F = Tested Tile and Failed = Chimney 4 Project: = Skylight 86 NE 110th Street Miami Shores, Florida KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: Manufacturer Model Number. Part Number: Range: Serial Number: Customer I.D.: Cust. Barcode: Cust. Dept.: Specifications: Company KIM001 KIM001 KELI I.D. Certified by: YAIRON ALVAREZ DIGITAL FORCE GAUGE IMADA DPS -110 DPS -110 0 -110 LBS NSN N/A N/A NIA +/ -.2 LBS Certificate of Calibration # KELC- 109623 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order # THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Description 7042 TRANSISTOR DPM -3 DIGITAL PANEL 7206 TRANSISTOR LP -3K FORCE GAGE 22525- Oct -10 4:11:56 PM 1 A. TOMASSI ROOF TESTING, INC. 5451 NW 24 STREET #3 MARGATE CaI Date: CaI. Due Date: CaI. Interval: Received: Calibration Result: Environmental Conditions: Performed By: Procedure: Cal Location: Approved By: JAVIER BALCEIRO Last Cal. 04-Oct-10 04-Oct -10 FL 33063 25- Oct -10 25- Jan -11 3 MONTHS IN TOLERANCE PASS 78 DEG F / 62 % RH YAIRON ALVAREZ SYN156 ON -SITE This is to certify that the above listed Instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques. This calibration is in accordance with Kimball Electonic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is A2LA- Accredited to ISO/IEC- 17025:2005 and compliant with MIL - STD- 45662A and ANSUNCSL Z540.3 -2006. TURS when applicable are greater than or equal to 4:1; with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K =2 at a confidence level of approximately 95 %, unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. 26- Oct -10 i 4:12:13 PM 0 11 CaI. Due Date 31- Oct -11 31- Oct -11 This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305 - 822 -5792 - Toll Free: 800 - 393 -1094 - Fax: 305 - 362 -3125 - Web: www.kelilabs.com I E IL, 1 11 Manual ased o RE: Permit # State of Florida County of Dade: Revised on 5121/2009 INSPECTION AFFIDAVIT 1 C/Azel.s Print rye and circle Ise Type) FS 468 Building 9 Inspector License # CC _OS t C d On or about / ® — 1 3 — / d , I did personally inspect the roof deck nailing and (Date �� Secondary water barrier work at giep licensed as a (n) Contractor / Engineer / Architect, /fo f" Sir -cc�/ (Comptehe Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of d s Notary Public, Sate of Florida at Large A Ok. . d. l L L k M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: /0 — /.1 • ""� PATRICIA H. TALASKO ` ter Poe . Notary Public - State o1 Florida • My Comm. Expires Feb 14, 2013 Zm • iTh v0 ac Commission # DD 853722 "•;7 ,, ,,, Bonded Through National Notary Assn. 'General, Building, Residential, or Roofing Contractors orany indwicluld cep under 468 F.S. to rake such an inspection. htdude photographs of each plane of the roof with permit # and address # dearly sham marked an the deck for each end a 1 Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miaini Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) j c n Y)06 Phone # Owner's Address l ■0 Cit ‘.......!3 State c L Zip\ Tenant/Lessee Name .■::\� :� \Si, s ¢r. Phone # City Miami Shores Village FOLIO / PARCEL # Architect/Engineer's Name (if applicable) Job Address (where the work is being done) IQ ( 1 r 9 County . Miami -Dade Zip ) c Type of Work: ['Addition Describe Work : .,., Submittal Fee $ Is Building Historically Designated YES NO ,NI Contractor's Company Name PiQ tA.,%, C' °� Phone # I `� �„o.— Contractor's Address ...,` C r 4. City \\I„M ..a cr ; , State L Zip 0 -,C Qualifier Name Phone # State Certificate or Registration No. 6— (> (e 0 C 0 14 I Certificate of Competency No. Value of Work For this Permit $ \ ) �1 Permit Fee $ yo I ONew 1 Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Permit No. Master Permit No. Phone # SEP 0 8 znAu 10 — i((30I Square / Linear Footage Of Work: Si .° **** ************ *** ** * * * **** ** * **** * * * * ** ** **** CCF $ Double Fee $ epair/Replao CO /CC Technology Fee $ Zoning $ t I Structural Review. $ Total Fee Now Due $ tib - See Reverse side Demolition- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AH 1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure yvill he 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 issue 'asence of such posted notice, the inspection will no and a re pection fee will be charged. Owneror Agent — - - The oregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced k 13 0 -% r identification and who did take an oath. as identification and who did take an oath. NOT PUBLIC: Sign: Print: My Co * * * ** o� " ""' �. PATRICIA H. TALASKO - 0 A Notary Public - State of Florida ye ta"omm. Expires Feb 14, 2013 (Revised 02/08/06) ; * * *9 A 1 11*. *1144111k4Ji2** ,�. * * * ** * * * * * * * * * * * * * * * * *** o � ###.00 Bonded Through National Notary Assn. T w- - el. --• z - -a- APPLICATION APPROVED BY: 9D day of ,20 ,by who is personally known to me or who has produced • (4-s, : Notary Public - Sate of Florida 013 1511135-3722 onde' rough National Notary Assn. NOT Y PUBLIC: * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. GG. - (: - ` 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: I \ \V C' 1- 2. Description of improvement: 3. Owner(s) name and address: 1(o \\ Interest in property: ��� Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: en = of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a t, -n u re of swner y int Owner's Na Sworn to and s :..cribed before me this 9. Expi diff Notary Public Print Notary's Name My commission expires: • AMR- MIL c7e_ •" M Comm. Ex Tres Feb 14 2013 %4s' .i Commission # 00 853722 T LASKO day of STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is ue cup of frler • "s or L ' .0. 20 W hand end F , Ofkial Seal. ' ' L r ` =f HOVEY 0 Circuit and County Cade By _ A► o ' # # D.C. l' , 20 _ . 11111111 1111 1111 CFH 2O10RL66O6315 OR Bk 27412 Ps 4173; (1Ps) RECORDED 09/08/2010 09:15 =39 HARVEY RUVIN, CLERK OF COURT 19IAf1I -DADE COUNTY, FLORIDA LAST PAGE 1& q : 1 l. .�trrl Prepared by Address: R \ S L l -S r %PI 1 %or T vvuuU LOCAL BUSINESS TAX RECEIPT THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST: IN A CONSPICUOUS PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT. THIS IS NOT A BILL t4aMe: tuiridnesS 'Location: StAilleSS Class: Tax Scitils: Receipt Number. Reagpt Year: . Explitation Dote: NOt014130 (Itemized Below) Fee s • • • • • Additibtial Charges: PiONEER CO INC. 2026 GRANT ST commAmmtRoormaa. .5 - 25 WORKERS 10 00000115 1001/09 09/30/10 301.00 301.00 inTALAtiettcH PenaRYAirieuitt:. Previous BaNfte Due: TOTAL AMOUNT PAID: P STATE LAW, THE LOCAL RUMNESS TAX IS LEVIED ON THE PRIVILEGE OF DONG ruAE OF MESS WITHIN A CITY'S LIMITS, AND IS NON-REGULATORY IN NATURE, A LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD DOES NQ THAT THE CITY HAS DETERMINED THAT THE EXISTING OR PROPOSED USE OF A LOCATION IS LAWFUL. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT 'DOES NOT 'LEGALIZE OR CONDONE .THE NATURE OF THE %BUSINESS BEING CONDUCTED IF CONTRARY TO ANY LOCAL, STATE OR FEDERAL LAWS OR REGULATION/S. aciL.ob • .00 :00 301.40 . .• * Comments. • PRINT DATE: 9/21/09 ANY MAY POLICIES. INSR REQUIREMENT, PERTAIN, ADM. ..., ... c u ocwmr rwvt nttry I.hb'utu TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION QF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDIYYYYL POLICY DCPMATION DATE (MIA/DDM^rn LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CCP629024 11/13/2009 11/13/2010 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000 CLAIMS MADE I X I OCCUR MED EXP (Any one person) $ 5,000 X $2500 PD/BI Ded PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM. AGGREGATE — I POLICY X UMiT APPLIES PRO- JECT PER: � 1 I LOC PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE X UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS BA65101D 11/13/2009 11/13/2010 COMBINED SINGLE OMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESS X / UMBRELLA OCCUR uABIUTY CLAIMS MADE BE069692 529 11/17/2009 11/13/2010 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 X DEDUCTIBLE RETENTION $ 0 $ $ $ D WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY CER/MM ER UDD D?? CECUTIVEI Y! i O (Mandatory ad d ibe under E.L SPECIAL PROVISIONS below 830 -38638 01/01/2010 01/01/2011 X WC STATU- TORY LIMITS 0114 ER EL. EACH ACCIDENT $ 500,000 DISEASE - EA EMPLOYEE $ 500,000 E.L DISEASE - POLICY OMIT $ 500,000 DESCRIPTION OTHER OF OPERAT?ONR I I ri reTlnuc I vcu,,. co , e...... .e,............... _ -. _.. - __— . _ _ _ _ ACORp. CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305)558 -1101 Keen Battle Mead & Company 7850 Northwest 146 Street cc rite to 200 Ami Lakes, FL 33016 FAX (305)822 - 4722 INSURED Pioneer Roofing Company, Inc. 2026 Grant Street Hollywood, FL 33020 DATE (MMIDDIYYYY) 12/22/2009 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Century Surety Company INSURERB: Harleysville Mutual Ins Co INSURERC: Amer Intl Spec Lines Ins Co INSURER D: Bridgefield Employers Ins Co INSURER E NAIC # COVERAGES • , 10 days notice of cancellation for nonpayment CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Alex Perez /OLGASN City of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 ACORD 25 (2009/01) CANCELLATION O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village TIo Building Department SEP 0 8 M) 10050 N.E.2nd Avenue ' Miami Shores, Florida 33138 BY: .. Y...77:777..... Tel: (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 Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: e-\ Property Address: 7(o �- ,r�')kO ��1� Roofing Permit Number: -1 � l V -- J (0v 1 Dear Building Official: I — 05\ ci certify that I am not required to retrofit the roof to wall connections of my building because: (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. o 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) ecGC eV, Sign Revised on 5/21/2009 — - -_ — _ 0S;J PATR A KO t *. Notary Public - State 1 cIorid 1-.,;:vcatt, Commission # DD 853722 ttttttttt Bonded Through National Notary Assn. day of Sta e of Florida Co +° County of Dade A /dy The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Section A (General Information) Master Permit .No. ?°: Process No. Contractor's Name Job Address 1V \\ ROOF CATEGORY Low Slope ❑ Asphaltic Shingles ROOF TYPE ❑ New Roof 25f Re- Roofing ❑ Recovering ❑ Repal ROOF SYSTEM INFORMATIO Steep Sloped Roof Area (SF) ./L-r2 "DS \ Low Slope Roof Area (SF) Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■■■■■■■■ 1111 11 11 ■ ■ ■;4l ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■1•i MINI1111• ■1111■■■ •n1•■1•tie ■ ■a■■■■ ■1•■ •■n■caa161■1•■■■■ •111•1•■ ■■■■nM■■ ■■■■ •1111■■■ 1111■■ ■ \1 /.,'lPl1! <TiT\ 1111■ 1111 ■■■nisi■ ■■4 ■ •1i ■1•i■■■■ ■ ■1111 ■ ■■ ■111.!1 111M011111■ ■■1•1' \■n11LIMPEESEk11111■ ■IE1• ■.■ ■111 ■■■ ■1111■ ■1• ■■ If IUM11111151 ■■n6I ■n..■1■ I■ ■11■ ■ ■111SIMEN ■WII f■ 1 ■■ ■ ■■ ■Il■ ■1•11.11•■ ■11 ■•■ ii Iii w°sii11911Mniii 11•11 ■n■ ■111•11■ISS ■■■ilsIl■ •■••■e1• ■1• ■ ■n ■11111■ ■■■1111■■ ■■si.P.■iui ■R1 ■ ■■ ■■. ■ ■■■■ ■.1•■ ■1lnHCtl1■dff81ll■■ ■1•■ ■■1•■■■■■■■■■. ■■■1•■ ••••1111■11 ■■ ■ •11.1111n■11M■ ■■ ■ ■I ■ ■■1•1•1• ■ ■n ■ ■.e1i ■1�.■ ■1111 ■1•■■11w ■■■ ■1111 ■ ■i,Y11111n ■1111 ■■■■ EN ■ ■■■■■1•1•■■■ UNIIM111•1•■1•1•■n ■■c. 1111 ■■ ■1•■■■ ■ ■n'nni■lifii ■■■■■■■■■■ 1111 ■ ■■ •■ ••■■ ■■■■■■■1•1•1•1•■■ ■■■ ■ •••••■1•1•1• ■•■■■ ■1• •1111■ ■■■■1•■■ •■ ■n■ •■•■ ■■ ••••••••■ •■■ ■ •■■ ■1• IIIII ■■1111■■..■■ ■ ■■ ■■■■1•n •••• •■■1•■■ ■■■■■■ •1111 ■■■■•■ ■ ■■■■ ■ •1• ■ ■ •■■■ ■■■■■ ■■ ■ •■■1• 1110■11M111 ■1111■ ■■■1•■ ■1111 ■1111■ 111 • 1 •■■■ ■ •••••1111■ •■■■■■■■■■ •■ ■■■■1111■■ •1111•■■ •■ ■1111■■■•■■■■■ ■_■■1•1•■ ■■■■■WINI ■■■■■ ■1•111•11• 17 1 1 1 1 . 1 1 1 1 1 1 1 I '4 suszatocoleumcgwramtnicem STATE AND cOLR v taus stiefEGILATIC743 ;-'„ SEP 0 7 2010 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Roof System Manufacturer: ® U 1 L L,LC- � 1 l - I 6'" � r C> ^� � a`-- � Notice of Acceptance Number: 0 7 . or) i I , o- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: a � P2: (0 , (0 P3: ) \ 6 -- Maximum Design Pressure (From the Product Approval Specific System): 401 Roof Slope: a'`o :.12 Ridge Ventilation? Mean Roof Height: ) ) Steep Sloped Roof System Description Deck Type: Type Underlayment: Insulation: Fire Barrier: Arim 9� . Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: r Ir H )v 1 5 '1 f'LeTp1 c0 433 ifg 2007 FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1525 Florida Building Code Edition 2007' High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer c.�z \(. 0 NOA No.: ®Qs1' © t? (p Design Wind Pressures, From RAS 128 or Calculations: Pmax1: UJ ,) t1- 0 Pmax3: Th. Max. Desn Pressure, From the Specific N System: a._� %4/ Deck Type: N \r.9 m o �. Gauge/Thickness: Slope: ) fs - Anchor /Base Sheet & No. of Ply(s): NPI Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: N A. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: I ) Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Piy(s) :\ St. Qne'34- Base Sheet Faste er/Bonding Material: 1 5 t 43 \ WI Ply Sheet(s) & No. of Ply(s) :+ � ` C'�„r,. �� t PI Sheet Fastener/Bonding Material: • n� As Top Ply: I :TO.-- C Top PIy. Fastener/Bonding Material: \-\ 50■4.\-V • Surfacing: 1Vt'0 Fastener Spacing for Anchor /Base Sheet Attachment Field: 4 A oc © Lap, # Rows u @ a , " oc Perimeter: tO " oc Lap, # Rows `i @ to"' oc Comer: 0 " oc @ Lap, # Rows @ & oc Number of Fasteners Per Insulation Board Field - Perimeter . Corner illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping,.Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height,. Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. • 4 i ® �6°vian J u) t a i,,, Ct5 Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance MR Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. M required Moment Resistance* Mean Roof Height Roof Slope 4, 15' 20' 25' 30' 40' 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 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High- Velocity Hurricane Zone Uniform Penult Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" �y (P1: IS x 1, \ y L W I r) -Mg ®01 =M Product Approval Mf 7O .,`' (P2:t p r�' x� .�J = . ( 0)-Mg 1\), =M Product ApprovalMf 0 (P3:\ R tf j �x� t � J)_Mg e IMg n Product Approval N 1� 9 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for 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. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: x = x w: = _____) - W: x cos 0 =Fri (P x = xw: =_.) -W: x cos = F r 2 (P3: x L = x w: = __) - W: x cos B = Fr3 Product Approval F Product Approval F Product Approval F 15.36 2007 FLORIDA BUILDING CODE - BUILDING SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION'S 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 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. 2. Renailing 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 Code. (The roof deck is usually concealed prior to removing the existing roof system,. ()- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner s.•uld notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the optiol of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding cart 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 o? ciinal roofing system is removed. Ponding conditions should be corrected. A- 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build of.water. Perimeter /edge walls or other.roof extensions may block this discharge if . overflow scuppers .(wall . outlets) are not provided. It may be necessat°y to install overflow scuppers in acco ante with the Florida Building Code, Plumbing. _ 7. _Ventilation: Most roof structures should have some ability to vent natural airflow through . the in erior 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 cart result inextending the service life of the roof. wner's/Agent's tgnat. a Date CADOCVAI C •1•awyU.00ALI.1Qtnp'3CCT108 1 $314. Al I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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 or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA chill 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 revises NOA# 07-0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No..: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Dimensions 1= 17" w = 13" 1 -5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -084 94-060A 25- 7183 -6 25- 7183 -5 Test Specifications TAS 112 TAS 112 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) 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) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04126/12 Approval Date: 09/07/07 Page 2 of 7 Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 Test Aiencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service 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. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109-1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 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 Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/25/12 Approval Date: 09 /07/07 Page3of7 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetlle Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - A. ft Tile X (ft a. (ft Profile Batten Application Direct ! :-=- ,, plication MonierUfetile Saxony 900 0.289 ' 0.31 Slate, Shake & Split Shake LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Cflp) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTm _ • Polyfoam PolyProTm 40.4 3 Large paddy placement of 45 grams of PoiyPrerm. 4 Medium paddy placement of 24 grams of PolyPro'"m. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 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 ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system PROFILE DRAWING WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No. 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFET1LE" SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page7of7 MIA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION 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 -lade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of' such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: TAMKO BUR Roofing System over Wood Deck 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 -0830.07 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Ace NOA No.: 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 1 of 20 ROOFING SYSTEM APPROVAL Category: Sub-Category: Deck Twee: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Awaplan 170 FR Awaplan 170TM Awaplan Heat WeldingTM Awaplan Premium FRTM Awaflex Roofing Built -up Roofing Wood -60 psf See General Limitation #1 Dimensions Roll weight: 98 lbs.; 33' 11" x 39 3/ n a Roll weight: 98 lbs.; 33' 11" x 39 3/ s et Roll weight: 96 lbs.; 25' 5" x 39 3 /8" Roll weight: 101 lbs.; 33' 11" x 39 3 8 Awaplan PremiumTM Roll weight: 101 lbs.; 33' 11" x 39 Roll weight: 76 lbs; 33' x 39 -3/8" Test Specification ASTM D 6164 Type I ASTM D 6164 Type 1 ASTMD6164 Type II ASTM D 6164 Type H ASTM D 6164 Type II ASTM D 5147 Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g/m 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/m 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- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 2 of 20 Deck Type 1: Wood, Non - insulated Deck Description: 19 I 3 2" or greater plywood or wood plank decks. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2 wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N-Ply fastened to the deck as described below: Fastening: Ply Sheet: Maximum Design Pressure: (Option #1) Attach base sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets —52.5 psf, See General Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets — 60psf; See General Limitation #7.) Two or more 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. Cap Sheet: (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- 401bs. /sq.. (See Tamko 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 lbsisq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. See Base Sheet Fastening Options above NOA No.: 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 19 of 20 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg 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 12 lbs. /sq. Note: Spot attached systems shall be Limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofmg Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 20 of 20 2008 ROOFING MATERIALS AND SYSTEMS DIRECTORY 476 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Class C 1. Deck: C -15/32 Incline: 1/2 Foam: "SIVE) 250 (2.0 or 2.5)" or "SWD 2501, (2.0 or 2.51 ", 1 to 4 in. Surfacing: "SWD 1929F ", 2 gal /sq. T CLEAR CORP R14358 3255 SYMMES RD P 0 BOX 416, HAMILTON OH 45012 COAL TAR PITCH FELT SYSTEMS WITH HOT ROOFING COAL TAR PITCH Class A I. Deck: C- 15/32 Incline: 1 Base Sheet: Required for combustible decks - asphalt organic, inorganic glass, nailed. Ply Sheet Two or more layers Type 15 asphalt organic, Type GI inorganic glass, coal tar pitch or bitumen, 251b /sq, sealed with coal tar pitch or bitumen, 25 I1, /sq followed by coal tar at 45 Ib /sq. Insulation: Dow Chemical Styrofoam RM, PD or Styrorib (plastic) 1 in min, with or without attachment. Scrim: (Optional) "Fabrene ", „ International Paper D689" or " Rufon Polypropylene'". 2 oz /sq yd. Surfacing: Crushed stone, river bottom stone, (3/4 to 1 -3/4 in. diam) 900 Ib /sq, concrete blocks 10 lb /sq min, spread not more than 1/8 in. apart., or "Lightguard" panels surfaced with 5/16 in. min concrete mortar, butted together. 2. Deck: C -15/32 Incline: 2 Base Sheet: Required for combustible decks - Type 15 asphalt inorganic felt, nailed. Ply Sheet: Two lavers Type 15 asphalt organic, Type G1 inorganic glass felt, secured with hot roofing asphalt. Membrane: Dow Chemical Styrofoam RM, PD or Styrorib plastic, 1 in. nun Scrim (Optional): "Fabrene", "International Paper 0689" or " Rufon Polypropylene ", 2 oz /sq yd. Surfacing: Crushed stone, river bottom stone (3/4 to 1 -3'4 in. diem), 900 Ills / sq, concrete blocks, 101b /sq - min spread not more than 1/8 in. apart, or "Lrghtguard" panels surfaced with 5/16 in. min concrete mortar, butted together. FLUID APPLIED COATING SYSTEMS Class A Deck: C -15/32 Incline: 3 Coating: Any UL Classified fluid applied roof coating system Slip Sheet IOptional): Dry inorganic glass fiber mat. Insulation: Dow Chemical Styrofoam RM, PD, 5M, TG, Grayboard or Styrorib (plastic), 1 in. min. Surfacing: Crushed stone, nver bottom stone (3/4 to 1 -3/4 in. diem), 900 lbs /sq, concete blocks, 10 Ibi sq - min spread not more than 1/8 m. apart, or "Lightguard" panels surfaced with 5/16 in. min concrete mortar, butted together. SINGLE PLY MEMBRANE SYSTEMS Class A - Ballasted 1 Deck: C -15/32 Incline: 3 Membrane: Any UL Classified PVC, EPDM, CPE, CSPE, TRE, nitrile alloy or modified bitumen, loose laid or mechanically fastened. Slip Sheet (Optional) Dry inorganic glass fiber mat Insulation: Dow Chemical Styrofoam Rid, PD, SM, TG, Grayboard or Shrrorib (plastic), 1 in. min. As an alternate, the membrane may be loose laid over the insulation. Scrim: (Optional) "Fabrenr ', "International Paper D689" or "Rufon Polypropylene Scrim ", 2 oz /yd. Surfacing: Crushed stone, river bottom stone (3/4 to 1 -3/4 in. diam), 900 Ibsi sq, concrete blocks 10 Ib /sq min, spread not more than 1/8 in. apart, or "Lightguard" panels surfaced with 5/16 in. min concrete mortar, butted together. `fiAMKO BUILDING PRODUCTS INC R3325 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 Premium ". " m• mm tongue and groove board is a suitable alternate for 112 in. plywood decks with allloints blocked. " Vetsa-Base" or "Versa-Base FR " are suitable alternates for the first base sheet in any of the following roofing systems. 4. 5. 7. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Continued "Awaplan Premium" is a suitable alternate for "Awaplan Versa any of the "Awaplan" systems listed below. Awatex FR is a suitable alternate for Awaplan 170 in any of Mei roofing systems. Polyisocvanurate and Polystyrene insulation can be used in following insulated noncombustible systems when covered with a ness of 1/2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for "Awaplan 170" in any of the systems. "Awaplan Heat Weld' is a suitable alternate for "Awaplan Prerru "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa S "Awaflex FR" is a suitable alternate to "Awaplan 170 FR" in any noncombustible Classification. "Tam Pro Fibered Emulsion" is acceptable for use in any of the f systems which utilize an emulsion roof coating. ASPHALT FELT SYSTEMS WITH HOT ROOFING AS "Tam -Ply IV" ply sheet can replace "Tam-Glass Premium" in the.(, Class A, B or C roofing systems. "Vapor Chan" venting base sheet can replace "Glass -Base" base sh` following Class A, B or C roofing systems when limited to nonco decks. "Base -N -Ply" is a suitable alternate to "Glass - Base" in any of the f systems. .. 'MasterSmooth" is a suitable alternate to "43#Base Sheet" in any following systems. The following noncombustible systems may be installed over a min 14 X gypsum board mechanically fastened to a combustible deck for the rapt be maintained. Unless otherwise indicated, these constructions may utilize any thi perlite, glass fiber, polyurethane, isocyanurate, combination isocy perlite or polyurethane / perlite insulation hot mopped or nailed. W insulation is a suitable substitute on noncombustible decks only. M -3 adhesive may be utilized in any of the following noncombustibMM0 deck systems. Class A 1. Deck NC Inclines 3 Base Sheet (Optional): One or more layers Vent -Ply, hot mop place. Ply Sheets: Three layers Type 15 perforated asphalt organic felt ( "Tri-Six" ) or four layers conventional Type 15 perforated ash organic felt, hot mopped at 25 Ib /sq /laver. Surfacing. Gravel, crushed stone or slag. 2. Deck: C -15!32 Incline: 1 Base Sheet Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: Three lavers Type 15 perforated asphalt organic felt, €1 mopped. Surfacing Gravel, crushed stone or slag. 3. Deck: C -15/32 Incline: 3 Base Sheet Type G2 "Glass Base ", "Tam Ply IV", "Vapor Chan", "43 Base Sheet" or "Tam -Glass Premium ", hot mopped or nailed. Ply Sheets: Min two layers Type G1 "Tam -Class Premium" or "Tam -PI y IV ", hot mopped. Surfacing Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. Deck: NC Incline: 3 Base Sheet Type GI "Tam - -Glass Premium" or 'Tam -Ply IV "' ply suet or Type G2 "'Vent -Ply" base sheet, hot mopped or nailed. If Ply Sheets: Min 2 layers Type G1 "Tam -Glass Premium" or 'Tam -PIG IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb/eq. Deck: C -15/32 Incline. 3 Insulation: 1 M. min glass fiber or perlite, nailed or sprinkle mopped. Base Sheet (Optional): Type G2 base sheet, "43 lb. Base Sheet ", "Glass- Base" or "Vent -Ply" or Type G1 ply sheet, "Tam -Glass Premium' or 'Tam -Ply IV", hot mopped or nailed. Ply Sheets: 3 layers Type G1 "Tam-Glass Premium" or "Tam -Ply IV" hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. Decks NC Incline: 1 -1/2 Base Sheet Type G2 "Glass- Base" "Tam -Glass Premium" or "Tam -Ply IV", hot mopped. Ply Sheets: Two or more lavers Type GI 'Tam -Glass Premium" or "Tam Ply IV", hot mopped. Surfacing: Type G3 "Tam-Cap", hot mopped. Deck: NC Incline: 2 Insulation (Optional): 1-5/16. 3-1/4 in. max. M. glass fiber perlite or woodfiber, isocyanurate sprinkle mopped. Shee+ ", Ty'F hot m°PPe ply Sheet', , gerfacireC p C -15 Base Shee ,T -Ply ply Sheet •T -Ply 'S owe C -1`. Base She "rvapor-C Ply SheE Eremiutr Cap She 1D. Deck C -1 Base Sh or mech Ply She Prerniur Cap Sh 11. Deck C- Insulat u,.thic Base SI "Vapor Memb hot me Cap 5' 12 Deck: Base tally f ply SI tally 1 Surfa roofir I Deck: Base Sher in pl Cap 2 Deck Bast She mec Ply Prei Cal 3. Ded Bat Stu me Ca 1. De In sF 11 1� S 2 De B 1' F 1 3 D 1 I nooth" en following ny of the min thick. following uum" and tooth ". applicable following IALT following beet in the rmbustible following any bf the n1.2TU to ratings) hiclates cif :vanurate? )coctd fiber astible rrd , peer ric felt iii) P EAT' le 1 0 safm ROOF COVERING MATERIALS (TEVT) Rooting Systems (TGFU)— Contineted Base Sheet (Optional): One or more Type C2 "Vent- Ply ", "Vapor - Chan"; Type GI "Tam -Glass Premium", "Tam -Ply IV" or "Glass- Base ". hot mopped Ply Sheets: One layer " Awaplan Versa - Smooth" surface (modified bitumen), hot mopped or heat fused. Surfacinv Type G3 "Tam- Cap ", hot mopped. Deck: C -15/32 - Inellne: 1/4 Base Sheet Type 15 "43# Base Sheet ", Type GI 'Tam -Glass Premium ", "Tam -Ply IV" "Glass- Base ", nailed. Ply Sheets: Two or more layers Type GI 'Tam -Glass Premium" or "Tam -Ply IV", hot mopped. u cuo t"IUUrIPJ(i MATERIALS AND SYSTEMS DIRECTORY Surfacing: Type G3 "Tam- Cap", hot mopped. Deck: C -15/32 Incline: 1 Base Sheet One or more layers Type G2 "Glass- Base ", "Versa-Base" or "Vapor -Chan" hot mopped or mechanically fastened in place. Ply Sheet: One or more layers Type GI "Tani-Ply IV" or "Tarn -Glass Premium ", hot mopped ie place. Cap Sheet Type G3 "Tarn -Cap" hot mopped in place. . Deck: C-15/32 Incline: 2 Base Sheet One or more layers Type 15 "43# Base Sheet ", hot mopped fs or mechanically fastened in place. Ply Sheet Two or more plies Type Gl "Tam -Ply IV" or 'Tam -Glass 7 hot mopped in place. Pt t,Cap Sheet Type G3 "Tam -Cap" hot mopped in place. Deck: C-15/12 Incline: 2 Insulation (Optional): Perlite 3/4 in. thick min. or polyisocyanurate, 2 in. thick min. Base Sheet: One or more layers Type G2 "Glass- Base" "Versa- Base" or por -Chan ", hot mopped or mechanically fastened in place. Membrane One layer " Awaplan Versa- Smooth" (modified bitumen), t mopped or heat welded. ap Sheet Type G3 'Tam - Cap ", hot mopped in place. le NC Incline: 3 e Sheet One or more plies "Tam-Ply IV ", hot ma o l fastened. PPS r mechani "Sheets: One or more plies - Tam-Ply IV ", hot mopped or mechani- i y fastened. !arfacfng: Gravel, crushed stone or crushed slag, in a flood coat of hot o fing asphalt. .r 10X-15/32 C; C- 1.5/32 Class 11 Incline: 1 Sheet One or more plies Type G2 "Glass- Base ", Type 15 "43# Base , or Type G2 "Vapor - Chan", hot mopped or mechanically fastened p lace. peSfieet Type G3 "Tam- Cap", hot mopped lace C -15/32 Incline 3 ' One or more plies Type G2 "Glass- Base ", Type 15 "43# Base Versa-Base" or Type G2 "Vapor- Chan ", hot mopped or ally fastened in place. set One or more plies Type G1 "Tam -Ply IV ", "Tam -Glass or "Versa-Base ", hot mopped in place. f eet Type G3 "Tam-Cap", hot mopped in place. '15/32 Incline: 1/2 eet One or more plies Type G2 `Class- Base ", Type 15 "43# Base "'Versa- Base" or Type G2 "Vapor -Chan ", hot mopped or ally fastened in place. Efeet Type G3 'Tam -Cap ", hot mopped in place. 15/32 Class C Incline: 1/2 re I - 1-15/16 in. glass fiber, perlite or wood fiber, nailed or mopped. h Three layers Type GI "Tam -Class Premium " or 'Tam Ply 'Mopped. IF, Glaze coat hot roofing asphalt. :5/32 Incline: 1/2 Type G2 "Glass- Base ", 'Tam -glass Premium ", "Tam Ply 13 lb. Base ", nailed or spot mopped. t PPee layers Type GI 'Tam -Class Premium" or "Tam -Ply • Glaze coat hot roofing asphalt. , S(32 incline: Unlimited One or more plies Type G2 "Glass- Base" "43# Base Sheet ", or "Vapor -Chan ", hot mopped or mechanically fastened. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)— Continr-m Ply Sheet One or more plies Type GI. "Tam -PI Smooth" (modified bitumen), hot mopped or heat Cap Sheet Type G3 "Tam- Cap ", hot mopped in place. COMBINATION HOT'AND COLD SYSTEMS Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate perlite or polyurethane/perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. Class A 1. Deleted 2. Deck: NC Incline: 1 -1/2 Ply Sheets: Three or more lavers Type G1 "Tam -Glass Premium" or 'Tam -Ply IV", hot mopped. Surfacing: Grundy "Fibered Asphalt Emulsion Roof Coating., 039" at 3 gal /sq. 3. Deck: C -15/32 Incline: 1 Insulation: 1 in. min glass fiber, perlite, wood fiber, polyurethan isocyanurate or combination isocyanurate /perlite, nailed or sprinkle mopped. Base Sheet (Optional): Type G2 "Glass -Base" or Type GI "Tam -Ply IV" or 'Tam -Glass Premium", nailed or hot mopped. Ply ; hot mo Three lavers Type G1 "Tam -Glass Premium" or "Tam -Ply Surfacing: Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 gal /sq. 4. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): Glass fiber, perlite, 2 M. max. Base Sheet: Type G2 "Glass-Base", "43# Base Sheet" or "Vapor Chan", nailed, sprinkle or hot mopped. Ply Sheets: Three layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Pure Asphalt "Fibered Asphalt Emulsion Roof Coating" at 3 alf 5 Deck:' -15/32 Incline: 3 Insulation: Glass fiber, wood fiber or perlite 2 in. max, Base Sheet Type 15 "43 lb Base - Sheet" or "Glass Base" nailed or hot mopped. Ply Sheet Three layers Type GI 'Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Pure Asphalt " Fibered Asphalt Emulsion Roof Coating" at 3 gal/sq. 6. Deck: NC Incline: 1/2 Insulation (Optional): Wood fiber or perlite, any thickness, mechani- cally fastened. Base Sheet One or more plies "Glass- Base', "Base-N -Ply", "43 lb" or "Tam -Ply IV", mechanically fastened or hot mopped in place. Ply Sheet One or more plies Type GI "Tarn-Ply IV" or 'Tam -Glass Premium ", hot mopped in place with optional asphalt ,laze coat. Surfacing: "Tam -Pro FR Aluminum Roof Coating ", applied at 1 -112 7 gal/sq. Deck: NC Incline: 3/4 Insulation (Optional): Any UL Classified polyisocyanurate, wood fiber, glass fiber, or perlite, any thickness, mechanically fastened. Base Sheet (Optional): One or more layers Type G2 - Vent-Ply", 'Vapor- Chan ", Type GI "Tam - Glass Premium °, 'Tam -Ply IV' or Clas,4- Base", mechanically fastened or hot mopped. Ply Sheet One layer "Awaplan Versa - Smooth" (modified bitumen), hot mopped. Membrane: Type G3 "Tam-Car, hot mopped. Surfacing "TAM -STAR White Elastomeric Coating ", 1-1/2 gal/sq. Class B 1. Deck: C -15/32 Incline: 3 Base Sheet One or more plies Type 15 "43tt Base Sheer', hot mopped or mechanically fastened in place. Ply Sheet Two or more plies Type G2 "Tam -Ply IV" or 'Tam -Glass Premium - , hot mopped in place. Surfacing: Grundy " Fibered Aluminum Roof Coating", applied at 1-1/2 gal /sq. 2. Deck C -15/32 Incline: 1/4 Base Sheet One or more plies Type G2 "Glass Base ", "Versa Base" or "Vapor Chan ", hot mopped or mechanically fastened in place. Membrane: "Awaplan Premium", "Awaplan Premium FR ", " Awaplan 170", " Awaplan 170FR ", "Awaplan Versa - Smooth ", "Awaflee "AwaFlex" or " "Versa - Flex " "." and MIA MID 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 On Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 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 NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JFrge 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: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 Foampro0 RTF1000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Test Specifications N/A TAS 101 N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% 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 SUBMIT' ED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® 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 their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein_ i F! F'= 2 MS W AH 160 roof tile adhesive with NOA No.: 06-0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan 24 N/A N/A Flat, Low, High Profiles #2 Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® A11160 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 permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro'll 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: 04113/06 Page 6 of 7 Phil through plastic cement Ne' 3in.x3in. Single paddy on undedaymen Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under file Single paddy between tle 2 1n. x 7 in. medium the paddy eave course only Save Coarse Single paddy between tile Eave Closure 2 In. 71n. medium Ea paddy save course only END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7