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RF-10-1761Inspection Number: INSP- 153651 Permit Number: RF -10 -10 -1761 Scheduled Inspection Date: December 08, 2010 Inspector: Bruhn, Norman Owner: PIERRE, LUC Job Address: 17 NW 110 Street Miami Shores, FL 33168- Project: <NONE> Contractor: AAA BUILDING RESTORATION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE -ROOF TILE ROOF AND FLAT ROOF Pas9/ /�-j 0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 151995. SIDEWALK MUST BE REPAIRED BEFORE FINAL. NB December 07, 2010 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat U ffamm,mmin Phone Number Parcel Number 1121360030630 Phone: (954)588 -8734 Page 11 of 13 Scheduled Inspection Date: November 23, 2010 Inspector: Bruhn, Norman Owner: PIERRE, LUC Job Address: 17 NW 110 Street Miami Shores, FL 33168- Project: <NONE> Contractor: AAA BUILDING RESTORATION Building Department Comments November 22, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 151994 Permit Number: RF -10 -10 -1761 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile /Flat Phone Number Parcel Number 1121360030630 Phone: (954)588 -8734 RE -ROOF TILE ROOF AND FLAT ROOF Passed r(/// Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 12 of 31 Test Date: November 17, 2010 Permit #: RF -10 -10 -1761 Address: Pierre Residence 17 NW 110 Street, Miami Shores, Fl. Contractor: AAA Building Restoration Roof Pitch: 3:12 Attachment method: Two Component Polyurethane Foam Adhesive — PolyPro AH 160 (06- 0201.02) Tile Type: Eagle Capistrano Roof Tile (07- 1018.09) "IMADA DPS 110" force gauge (Serial # 155879E) Device Used: Total Sloped Roof Area: 16.50 squares Roof Area: 16.50 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 7.50 squares 13 13 100% Perimeter Area (2): 9.00 squares 11 11 100% No. of Comer Areas (3): 17 17 17 100% Ridge/Hip Areas: 78 pcs 8 8 100% November 17, 2010 To: Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 All Testing is in strict accordance with the Florida Building Code, 2007 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Based upon the field tests, I certify that 100% of the static up -lift tests "PASSED" the testing criteria of 35.0 lbf load, and meets the attachment resistance for adhesive Set Systems, as specified in the NOA. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, CeBB Engineering & Testing Co. (NOA 08- 0924.12 re OA 07- 1002.07) 11/17/2010 Paul Peana, Fla. Reg. N Cc: ' g Restoration Enc. .cation Sketch Calibration Certificate CBB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581 -7115, Fax: (954)581 -2415 www.cebb.net Roof Tile Uplift Test Report Roof Area: 16.50 squares Total Number of Tests Number of tests Passed % Passed Field Area 13 100% Perimeter area (2): 9.00 squares 11 11 100% No. of Comer Areas 17 17 100% R Areas:78 pcs 8 8 100% CBB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL Phone: (954)581-7115, Fax: (954)581' t HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test. TAS 106 TESTS LOCATION SKETCH Permit # RF -10 -10 -1761 Pierre Residence 17 NW 110 Street, Miami Shores, Fl. • r i r I ._• � , � i l t 1 d Trill f,' y ?--; - rte Ix a [ ,f,.....7 4:4 ,,--i--:+4 i-- ,....• ...„ .,.,.,,,_ : • , , , L : , , f r , 1 t . • • • ` ... k "J • .. H i ... "'jv� ( w .i p.•..,.p,... Trf is ww. P. • 4Y • m • y . y t r . j 3 q . f 7,. i y ` r .. f. >a ..`.• ,.:., }.: ::::. .-•.:T -.3-1-. IT .. ,., 4. s 5 :,.. ..CGS .,._,.. :.a- „.i,»... ..._s ._. ...�. ^^•- -� .•••4--- C- _:C.__ , .. € _ _ � - ` � CBB Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL Phone: (954)581-7115, Fax: (954)581' t HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the up -lift test. TAS 106 TESTS LOCATION SKETCH Permit # RF -10 -10 -1761 Pierre Residence 17 NW 110 Street, Miami Shores, Fl. 2870 Stirling Road . Hollywood, FL 33020 -1199 • (954) 925 -0499 CEBB Engineering & Testing Co. February 17, 2010 Purchase Order No. Verbal IMADA Digital Force Gauge Range 0 -110 S/N 155879E METALLURGICAL, INC. Testing & Consulting Services QCM Job No. 10BM 191 CALIBRATION CERTIFICATE Standard Lb's Instrument Reads Lb's 10 10.0 20 20.0 30 30.0 40 40.0 50 50.0 60 60.1 70 70.1 80 80.2 90 90.4 100 100.4 110 110.5 Digital Force Gauge Acceptable. Calibrated with Instron Tensile Machine, Load Cell. S/N 936, QCM -414, 2 pieces. Range 0 -1000 Lb's.. Accuracy at 11.0%. N.I.S.T. # Certs #30303, 30304. Date 8/11/2009 - 8/11/2010. Calibrated I.A.W. ANSI/NCSL Z540 -1 The accuracy and calibration of this instrument are traceable to the National Institute of Standards & Technology and are guaranteed to meet published specifications. Environmental Condition:70 °F ±3 °F, approx. 50% RH. Calibration Date = 2/17/2010 Calibration Due = 2/17/2011 iofano etallurgical, Inc. Fax (954) 925 -0988 • Miami (305) 949 -3166 • Email:cap @icanect.net Signatur Stat •f Florida Co ty of Dade: Revised on ,k1/2009 RE: Permit # & F Co _ 1161 License #: Ca- 1 3174 C? On or about to (L e( Zv[® Based upon that examination I have determined the install Manual (Based on 553.844 F.S) INSPECTION AFFIDAVIT (Print name and dreie License Type) (Date & time) Secondary water barrier work at 17 N W 1(o 5 r M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: IQ 2.4 2&(o licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and µ1.U11 d' o - Complete Job Site Address) n was done according to the'Hurricane Mitigation Retrofit The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large „dayol,,IQC204-/C_, 1 2e_3( CD � i� ' %, _rj Q' !® _ _ `General, Building, Residential, or Roofing Contractors or any individual certified undeF tte•rt'iak such an ir��ecti on. Include photographs of each plane of the roof with permit # and address #dearly shown marked on the deck for each inspection /,, >14/ f ®� ve00`�� PERMIT NO TAX FOLIO NO MATE OF R_ORIM COUNTY OF NAN-DADE THE UNCERSIONED herzaby giira9 notice - hat Ingmar:manta he made to pertain real ploperty, and ti aneardanne with Chapter 713, FbridaStatutes, the fillevving Infonosifen b provided In tie ;Hoke ef Commencement, 1. Legal description of property and streetieddress: f iCtrrel /70". 331(a 2. Description of improvement fe....(adc- •- I. UT_ qt.DO a Omerts) name and address: 1 (At t Nu vY1 ‘11 Intraest in property: Name and address of fee simple titleholder: 4. Contractor's Wig and address: AAA Buildnut liestaration. Address; 30 SE 3 ED PI. Dania, FL 33004 Telephones:: 305-S79-0169; 954-388-S734 a. Surety: (Payment tond required by owner from contractor, if any) Name and address: Amount of bond $ 8. bender's name and address: 7. Persons within the state of Florida designated by whom notices or other decuments may be served as provided by Section 713.10(07., Florida Statutes, Name and address: s Print 1 11111 11 11111 11 111111 1 111111 11 11111 11 11111 0 1 Swom to and srrbscribed b Notary Public Print Notary's Name My commission es Irseizri 14 4 att NOTICE OF COMMENCEMENT A NEWIROED COPY MUST BE POSTON THE 3138 SHE TIME C REST INSPECTION this 2.1 day 1 , 20 j. CFN 2010R06911 ,61.3 OR Bk 27451 Ps 2794; (1ps LAST PAGE MIAMI—DADE COUHTYp FLORIDA RECORDED 10/13/2010 08:2603 HARVEY RUVINe CLERK OF COURT 9. In addition to himself, Owners designates the following person(s) to iv a copy of the Lienor's Notice as pnotrided in Section 713.13(1)(b), Rorida Statutes. Name and address: 9. Expiration date s Notice mmencement (the expiration date is 1 year from the date of recording unless a Mere rite I dfiedi Prepared bv CrK rifi it) j.ft3A s Address: 30 SE. itU I4- PL. Moil 101etti(0 BUILDING PERMIT APPLICATION FBC 200+ Tenant/Lessee Name City Miami Shores Village FOLIO / PARCEL # Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder)cf -e.,-- Owner's Address 1 `7 k(LL I (D S - - City (IA I CL AA 1 SL State I N /A Zip _'( Phone # Job Address (where the work is being done) 7 Ku t t O Master Permit No. Phone # County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name MX , (1,1(.114.)(r ( i 4) (OIone # Contractor's Address 3e rZ 3 IU PC, BY: Permit No. I 0 — 1 :33 3v 871 0(6/ City Defu l State j L.. Zip 3 3Qok Qualifier Name &EtJ 11 Kaft' Phone # State Certificate or Registration No. CL(. rL2 jt( CI Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Submittal Fee $ Type of Work: ❑Addition ❑Alteration New Describe Work: 7..i. ., gAr* '1 (CIL tbQI=4 Certificate of Competency No. Square / Linear Footage Of Work: re.s 4 ❑ Repair/Replace ❑ Demolition tt L4-r PADF `TH flu ¶2-O- '"Fr u is Qu * *** * *** ** * * *** ** * ** *, tag ** * * * *a, , ** * * *, F t*** * * ** * * ** * **** * ** * **** * * ** *** * ** ermit Fee $ j Notary $ raining/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ ,Utr/°try CCF $ CO /C Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State wner or Agent The foregoing instrument was acknowledged before me this 21 day of see , 20 10 , by Luc. pilau_ who is personally known to me or who has produced As' NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 07/10/07) Sign: Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sit for the first inspection which occurs seven (7 days after the building permit is issued. In the absence of such posted notice, inspection will not %e approve ' d a reinsp on fee will be charged Signature 1/ /i Contractor The foregoing ent was acknowledge day of ( e,! 20 f0 by who is personally known to me or who has prod 1 \ � � mmm mmmbmioi, as identification and �{� ai( /64th. NOTARY PUBLIC: \e` :��es ti'° .• ' %, _ - ,w efore me this 5 -4414 kJ2A -546 Sign: Print: N7% A My Commission Expires: 3 Z a � G. My Commission Expires: � �� /// ° TA T E ® ...,_1( ` ` ******************************, 6********************************* **a * ****** * * * * * * ** ** *** * **** *a ,Aram ** * * ** • o Print: � \' • Plans Examiner Engineer Zoning .AVICICOW CERTIFICATE OF LIABILITY INSURANCE - DATE IMIMDINTY) . . _ 09130110 PRoouCER USA Insurance Agency Carp. 5841 S.W. 137th Ave. NtiamL FL 33183 Phone (305) 360-3305 COVERAGES INSURER F: THE POLICIES OF INSUItANcE RAVE BEEN issUED THE INSURED NAWED ABOVE FDR THE POLICY PERIOD 8412116ATED. NOTWITHSTANarb3 - - ANY REGUIREPAENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT INTO! limner TO mai THIS CERTFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED ST THE POLICIES DESCRIBED HEREM 18 SUBJECT To ALITHE TEFWIS. EXCLUSIONS AND CONDITIONS OF SUCH poLICIES. AGGREGATELIMITS SHOWN MAY HAVE BEEN REOUCEp BY PAIOCLAIMS. . . _ . . .. . .... . .. .. . . LTR. (NSW TYPE OF INSURANCE POLICY NumBER P OucT lirrEcrws youcY exPemTreN . . . -.. -- . .. . . .. __ . A. lE RevIDDATI GENERAL LIAIN ... Lean • EACH OCCURRENCE - - - • - - : 10E6 ma UTY , , A 4 1111r. --. . . . . _ . . . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION • ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR MIRED G K Builders Co. DA AAA Building Restoration & Planet Roofing Company 30 3.F_ 3rd Place Dania Beach, Pt. 33004 v/ COMMERCIAL GENERAL LIABIUTY ctAliaa MADE ■te OCCUR GENL AGGREGATE LIMIT APPUBS PER POLICY _ PROJECT LOC AUTOmoBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOs HIRED AUTOS NON OWNED AUTOS GARAGE LIABILITY ANY ALIT() . • ... . EAGESSANABRELLA LIABILITY OCCUR CIAIMS MADE DEDUCTIBLE - RETENTION $ • WORNERs . e.OMPENgATIOR ANd EMPLOYER LIABILITY ANY PROPRIETOR/ PARTNER/ EXECUTIVE OFFICER (MEMBER EXCLUDED? if yak describe under • SPECV- PR9VEION§ OTHER cEREncloArre Hamm . . . . ACORD 25 (2 OF CITY OF MIAMI SHORES 10050 NE 2ND AVE MIAMI SHORES. FL 33138 &TM. C OVUMO.k.RFFORPED BY tHE PPIPAS-E.IELOW-. Fax (305) 3866778 !MEURER:3 AFFORDING COVERAGE NAIC # 1.1.8SUAF.RA:. Century n S HT t Y.L I F AI _ r _ ac PP..7 1 InnY. Nsoga INSURER C: INSURER D .. NSuNER E CCP 673686 mscRIPTIoN or OPERATIONS IL 1�IS IVEHICL58 I F1CLuS�N3 moth BY gythiitsiimtia tspthoU_ PREAhilONB ROOFING & GENERAL CONTRACTOR •uarAGE 09/25/10 09/25/11 Poses (Ea occuience) , MED EXP (Any One PerSari) PERZNAI. lieTOv INJUITY CNERAL AGGREGA 1 .000,000 PRODUCTS AG6 --- Toad coo . - . . COMBINED SINGLE LIMIT (a acipiuss) BOCKLY INJURY 02 _9. r Pfl_rrni _ BODILY INJURY (Per eo:idena PROPERTY DAMAGE _ (Per ... 4 :ddent) _ AUTO ONLY -EA ACCIDENT _ _ OTHER THAN EA AcC Atrro ONLY: AGG . . EACH OCCURRENCE AGGREGATE . _ . . Wc STATU- OTH- . .:JORT_PELTE.._ EL EACH ACC.IDENT EL DISEASE - EA EMPLOYEE DisEAsE - POUCY MITT _ - _ . . CANCELLATION . . SHOULD ANY OP THE ABOVE DESCRIBED POUCISS BE CANCELLED BEFORE 'THE EXpiRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN tXMCE TO THE CATE HOMER NAMED TO THE LEFT, BUT FAILURE TO 00 30 1 NO OBLIGATION OR 'MEW', OF ANY IOND UPON THE INSURER, ITS • FIEPRESENTATIVES. . _ . . . . Cuti5Rtic0pipoitAfibii - 1 988 • Miami Shores Village APPROVED I)' DATE ZONING DEPT BLDG DEPT / j � "/ l6tr -to SUBJECT TO COMPLIANCE WITH ALL FEDERAL Section A Master Permit No: Contractor's Name: Job Address: 51 Low Slope ❑ New Roof Low slope roof area (ft. Are there Gas Vent Stacks located on the roof? ❑ Yes 51 No If yes, what type? ❑ Natural ❑ LPGX ri N SID et Q fr ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Building Restoration 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. 0 Process No: Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance • •••• • .. .. • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • •• 1 1 Florida Building Code Edition 2007 -• = .. High Velocity Hurricane Zone Roofing Permit Application Form Roof Category ❑ Mechanically Fastened Tile 51 Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Other: Section A (General Information) Roof System Information Steep Sloped area (ft. r 2& Section B (Roof Plan) Total (ft. a o '� R.F i�b Section C ROOF SYSTEM MANUFACTURER: ITamco Product Approval (NOA):IT/ 07- 1018.09 I+stem Type: 1.a, wood dei EX Wind Uplift Pressures, From RAS 128 or Sealed Cal culaa i ' E. (P1) Field: (P2) Perimeters: (P3) Comers: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Altemate Deck Type: Existing Roof: Fire Barrier. Vapor Barrier. Anchor Sheet: na psf 124.3 psf Maximum Design Pressure From NOA: 5/8" Plywood— Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Top Layer Size & Thickness: Base Sheet(s) & No. of Ply(s): psf " o/c .. ... • • • • • • . • ••• • • • • • • • • • • • ••• • • • Florida Building Code Edition 2007 High Velocity Uniform Roofing Application Section C Low Slope " : 12 Roof Mean Height: psf No ❑ Yes Parapet wall Height: 10 ft. Wood Planks �na Ina Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Fastener / Bonding Material: na 11 Ply 75# Paper Base Sheet Fasten/1 Bonding Material: • • • • •• 1 1/4 RSH nails wi t►mina tth tag$ : •; •,� 0 • • • Ply Sheet(s) & No. of Ply(s): Glass ply 4, minimum 1 ply • • • • Ply Sheet FasteilerZ Bolding Material. • • • • • • Full mopping.. gain ?and'e;atV0 -46LI /SQ : ... • • • • • • • • • • • • • •• •• ft. Top Ply: Cap sheet, Modified roof membrane Top Ply Fastening / Bonding Material: Full mopping within EVT range at 20- 40LB /SQ Surfacing: Granulated SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: D Metal edge " 1/2 Sheet Width: No. of Single Ply 1/2 sheets: Single PIy Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: " o/c @ Laps & rows 2. Perimeter: ri " o/c @ Laps & rows —3" face 26 ga: - — Aluminum -- "o /c 3. Comer: " o/c @ Laps & Ell rows !' "o /c " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter. 3. Comer. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • - • • . • . : • • Notice of Acceptance Number: © c0 01 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: - -� rion? • • . • • : . . 9- 11 1 \ Deck Type: Mean Roof Height: VC Type Underlayment: Insulation: Fire Barrier: 1 4 NEI, N9a 1 / 4 - Fastener Type & Spacing: o C 1 LM 4. Z Utz Adhesive Type: Type Cap Sheet: Eq Roof Covering: l4? l Luc, Type & Size Drip Edge: r FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Where to Obtain Information Description Symbol Where to find Design Pressure PI 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 0 Job Site Aerodynamic Multiplier Z Product Approval Restoring Moment due to Gravity M Product Approval Attachment Resistance My Product Approval Required Moment Resistance M 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. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from M. 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" (P1: 1 6- x Ad1t't= 1 5) -Mg: • I =M (P2: - xA a-/FR 2loa -Mg' 66-1= . Lkits (P3: t1�n- G x A liar ) - M$ Mr3 �l • �• Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M Product Approval Mr 36-1 Product Approval Mf i :1 Product Approval Mf Mean Roof Height -> Roof Slope 1, 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 322 30.4 28.4 26.4 24.4 M, re i ulred Moment Resistance* 20' 25' 38_6 34.4 32.2 30.1 28.0 26.9 38.2 38.0 33.8 31.8 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.A 28.2 40' 42.2 39.8 37.3 34.9 324 30.0 *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 F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (P x L = x w: = - W: x cos 9 = F Product Approval F (P2: x L = x w: = _ ) - W: x cos 6 = F Product Approval F' (P3; x L = x w: _ - W: x cos 0 = F Product Approval F' FLORIDA BUILDING CODE — BUILDING Owner's Notification Form 07 SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg 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 roofmg 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 designated space 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) 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 units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should 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, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. _ T 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofm: system is removed. Ponding conditions should be corrected. y 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with s e requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the sttActn1 asel the •building itself). The existing amount of attic ventilation shall not be reduced. Exce rt om Altaic iptcts; designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, vet ting•Shali net t - quire Owner's /Agent's •Signature : Contractor'slrgn tore: • Property Address: hl0 sr .. 23168 . • • • • r •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • 0 • • • •.. • • Date: 1 - . / / Permit Number: Folio No.: 11- 2136 -003 -0630 Property: 17 NW 110 ST Mailing Address LUC PIERRE &WSOLANGE 17 NW 110 ST MIAMI SHORES FL 33168 -4318 Year: 2010 2009 Land Value: $50,143 $105,448 Building Value: $110,382 $117,920 Market Value: $160,525 $223,368 Assessed Value: $84,424 $82,205 Year: 2010 1 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES 9/2 c • • • • • • • • • • • • Primary Zone: CLUC: Beds/Baths Floors Units j1 dj Sq Footage: 1,435 Lot Size: Year Built: Legal Description: Sale Date: • fMIII $0 • Gale /, ••• Sales Qualification Description: • • • • • • ••• • • • • • • • • • • • • • •• ••• • 'Clo windowl 2/1 1 Property Information Report My Home Property Information Report Summary Details: 0800 SINGLE FAMILY RESIDENCE 0001 RESIDENTIAL- SINGLE FAMILY 9,150 SQ FT 1943 Property Information: MIAMI SHORES EXT PB 43-40 LOT 31 BLK 220 LOT SIZE 75.000 X 122 OR 15048 -250 0291 4 Assessment Information: 2/1991 Exemption Information: Taxable Value Information: Reg $50,000/$34,424 Year: Taxing Authority: 2010 Applied Exemption/ Taxable Value: County: $50,000/$34,424 City: $50,000/$34,424 School Board: $25,000/$59,424 2009 Applied Exemption/ Taxable Value: $50,000/$32,205 $50,000/$32,205 $50,000/$32,205 $25,000/$57,205 Sale Information: Saleswhich are disqualified as a result of examination of the deed View Additional Sales • • • • • • •• • • • • • • • • : ;: � • • • • • • • • • • • • • • • • • • • • •• • • ••• • • ... miamidade. gov /... /proptext_print.asp ?f... 'Click here to Printl 1/2 -di I. ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Lut Pi Property Address: Il JUu) Ito it Roofing Permit Number: Dear Building Official: I L CU (- 1(C21Z 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. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1 edition of the South Florida Building Code (1994 SFBC) 1 PA. -/ Signature State of Florida County of Dade The undersiwidd, tabill t42 firStxltllrsworn, deposes and says that he /she is the contractor for the above • •••• property merationoc • Sworn to and subscribed before me this Z? day of CC? • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Notary Pubtic, Sate of4lorida atLbrgb• When the just valuation of the structure for purpose of ad valorem t Mame Sioved?/i&9e 'e4 Velavtessear 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 OWNERS'S AFFIDAVIT OF EXEMPTION M I/J-ktr Print Name tion is equal to or more tha Date: 4 to certify that I am not required to retrofit the roof to wall FBC nor a 1994 416.1:hen ydu ruCt prb34Ve p building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ed with M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete 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. INSP "CTION::Axopy of this NOA shall be provided to the user by the manufacturer or its distributors and shah be trailabiefof i>ctiQn at the job site at the request of the Building Official. • •• ••• •• • • • •• • This revises NOA #06- 0526.08 and consists of pages 1 through 6. Thesubplitted documentation was reviewed by Alex Tigera. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 Gf "U ;�. •• • • • • • • • • • • • • ••• • • • • • • • • • • •• • • •• • • • ••• • • • • • • • • • • • • • • • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07-1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: S ub - Category: Material: Deck Type: 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Capistrano Concrete Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Ennineerit4, Iic • • • Thebentegfct ApOlidd . •. Engineeiing, Inc. • • • • • ••• • • • • 0' • • • • • • • • • • • • • • • • • . �T�`�'j� .•. • ' • • • • • • • ••• • • • • • • • •• •• • • • • • • • Dimensions L 17" W= 12 /a" Thickness = Y2" 1= varies w = varies varying thickness • • • • • ••• • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• • ••• • • Roofing 07320 Roofmg Tiles Concrete Wood Test Product Specifications Description TAS 112 TAS 112 Test Identifier ERPF-001 -02 -02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO402 94 -083 94 -084 High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date TAS -112 Aug. 2006 Dec. 1991 Aug. 1994 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 3. LINIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. •• ••• • Y • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• ••• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • •• • ••• • • • • • • • • • • • • •• • • ••• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Calculations Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynj mic Multiplier Restoring Moment Due to Gravity Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.: 07-1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile •• •.• 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 2 9. 8 1 -10d Smooth or Screw Shank Nall (Feld Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nall (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 • • • • .. 2Z1 (Id Iti rs $h- nk Nails' 33.1 - I 48.1 45.2 1,. • Ins_._ I -: io th•a alle llaadlap and fasteners are located a min. of 2 from head of tile. Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 " :12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length-I (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A (ft Tile A (ft) A (ft Profile Batten Application Direct Deck Application Capistrano Concrete Tile 0.300 0.277 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete 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 • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • .•• • • • • • • • • • ••• • • • • ••• •• • • • ••• •• 000 • • • ••• • • NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29 3` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Polyfoam PolyProTM 24.5 Polyfoam PolyProTM • 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PoiyProT"". Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems r Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set'' 24.5 5 Tile -Tite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". •• .•• • • • • • • • • • .• .• • .. • .• • • • • • • • ••• a�T . •• • • • • • • • • • • • • • • EAjEJL-'' FLORIDA • • CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT • ••• (LOCATED ON UNDERSIDE OF TILE) • • • • • • • • • • • •• • • • • • •• ;�, = • • ••• • • • • C `Lp`S . . . • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • NOA No.: 07- 1018.09 Expiration Date: 10/05/11 Approval Date: 12/13/07 Page 5 of 6 • .• • • • • • • • • • • • • • • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • • • CAPISTRANO CONCRETE ROOF TILE • • • • • • • • •• ••• •• • • • •• • • • ▪ • • ▪ • • • • • • • • • • • PROFILE DRAWING END OF THIS ACCEPTANCE NOA No.: 07- 1018.09 Expiration Date: 10 /05/11 Approval Date: 12/13/07 Page 6 of 6 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AFI160 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 JPrge L. Acebo. •• ••• • • • • • •• • • • • • • • •• ••• • • • • • •• • •..I( • • • ••• • • • • • • • • c • • • • • • • ; r� • • • • • •• • CE CF ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 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 Polyproci4 All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro0 AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment 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 AH160 roof file 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 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. 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 .. . •lay 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 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® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / •• ••• • • • • • •• I F • • • •• • •• i2 • E+= .. • ... .. • • • • • • • ••• • • ,� , j • • • • • • • • M A. • • • • • • • O . • • • ° w r • • • • • •• • y�CC•p o ... • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. .• • • • •• •• ••• • • • ••• • • MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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 Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AI-1160 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® AH160 shall be applied with Foampro RTF1000 or ProPack+'4 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro' AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: .QS Tecittitel by tlje $t41dsng tyfficial or applicable building code in order to properly evaluate the i tally n gks(a. •. • ••••••• • •• • ••• •• • • • •• ••• • • • • •• • • • • • • • • • • • • •.. • • • • • • • • • • • • • .. •• • • • • • ••• • • • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 .. . .. • • • • • . . • . • • • • • • e gl . . • • • .. • • . e. • • • • • • • • • • • • • • • • • 00 • . .e • • • • ..e • • • • • • • • • • • • • ••• • • • • • • • • • .. _ .. • • • .. e. 0 00 • • • .. • • 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 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU Underlayments 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. „INSPFICTIp11, A top' gf this entire NOA shall be provided to the user by the manufacturer or its • distribto s ErVitilable for inspection at the job site at the request of the Building Official. • ••••• • • This NOA revises revises No. 06- 0505.01 and consists of pages 1 throu_ 6. The submitted documentation was reviewed by Jorge L. Acebo. • • • tIPN • • •• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • - • to G A "PROVED " • • • • •o. • • • • • • • • •• • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment •• ••• • • • • • • • • • • .• .•• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • ••• • • • • • • • • • •. •• • • • • • • • •• . Test Dimensions Specification Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3- 60 mils thick Roll: TAS 103 and 65'8" x 3'3- ASTM D 1970 80 mils thick Roll: TAS 103 and 32' 10" x 3'3- ASTM D 1970 100 mils thick Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3- 80 mils thick • • •• • • • • •• • ••• • • • • • • • • • •• • • • • • • • • • • •• •• Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen TAS 103 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: • Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity I ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PR101111 ASTM D 4977 04/08/02 PUSA-005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA - 033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-%z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current • • • • Ptodugt Control • Notke of Acceptance. §. • Allfiptrpsijun • gr dins shall be initially taped with a 6" piece of underlayment. The flashing • • • • • t tp8 $pall gre$se tih place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • • ••• • • • ••• • • • • • • • • • • • • • • w • • • • • • • • • • • •• • • • • • • • • •• • • • • • •• • • ••• • • • • • • • • • • • •• •• ••• • • ••• • • • • • • • • • • • • • • • •• •• NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick I12/1RX Polystick MU . Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IRI1RX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofmg, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/]RX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a gnwlity assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 0. 0 N • • 1-• • • .0 • ••• V • • •• • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • MIAMI•DADE COON Y • • • • • • • PPROVEJI • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • •• • Roofing Tiles (6 Max. Per Stack) 6 12 NOA No.: 07-1025.10 Expiration Date: 09 /13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LI IITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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 materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICH MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB • • • 1:lathi tg4'eJnnnn Ppt' glass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified • • •1"il sing r&nka , ldlvle- -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide • • • • •L l Bit I:laehiag Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. . ; • A rgninit of Viper. stack are allowed when loading tile on the underlayments. Refer to the 13olyglasg The • • • • • • • • • ••• • ' i • • PoPP I '` -i • � • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 % "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofmg tiles is Forty Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is .recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. •• ••• . . • . •• • •.•• • . • •• • ••••••••• • • ..••••• • •• ••• •• • • • •• APPROVED DADECOUNTY END OF THIS ACCEPTANCE .•• • • • • • • • • •• • • ••• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •. • .. • • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) . PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64802 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO Modified Bitumen Roof System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distiibuteMaIf i av4illble for inspection at the job site at the request of the Building Official. ..• • This NOA,�gvtse$1 QA Idoe 09e011 and consists of pages 1 through 18. The submitted documentation was reviewed by Jorge L. Acebo. • ••. • • • • • • • • • • • • • • • • .. • • • • • •. • • • • • ••• • • • • • • • • • • • • ••• • . . • • • • • • •• ••• • • ••• • • • • • • • • • • • • • • •• •• •.• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01/10/08 Page 1 of 18 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Product Awaplan 170 FR Awaplan 170TM Awaplan Heat WeldingTM Awaplan Premium FRTM Awaplan PremiumTM Roll weight: 101 lbs.; 33' 11" x 39 Awaflex Awaflex FR •. • •• • • • • • • • • • •• .. •. 0 • • • • • • • • • • • . • • • ••. •• • • • .• • • • • • •. • • • • • • ••. • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • Roofing SBS /APP, Modified Bitumen Wood -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Dimensions Roll weight: 98 lbs.; 33' 11" x 39 3/8 v Roll weight: 98 lbs.; 33' 11" x 39 3/ Roll weight: 96 lbs.; 25' 5" x 39 3 4" Roll weight: 101 lbs.; 33' 11" x 39 3 Roll weight: 76 lbs;, 35.9' x 36" Roll weight: 76 lbs; 35.9' x 36" • •. • • • • • • • • • •• • • Test Product Specification Description ASTM D 5147 A 180 g/m polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type I, granules and treated for additional fire Grade G resistance. Applied in hot asphalt or cold adhesive. ASTM D 5147 A 180 g/m polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type 1 granules. Applied in hot asphalt or cold Grade G adhesive. ASTM D 5147 A 250 g/m polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type I1 granules. Applied by torch and also used Grade G as a walkway material. ASTM D 5147 A 250 g/m polyester reinforced modified ASTM D 6164 bitumen membrane surfaced with granules. Type II Applied by hot asphalt and also used as a Grade G walkway material. ASTM D 5147 A 250 g/m polyester reinforced SBS ASTM D 6164 modified bitumen membrane surfaced with Type II granules. Applied in hot asphalt or cold Grade G adhesive, and also used as a walkway material. ASTM D 5147 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. ASTM D 5147 SBS FR modified cap sheet constructed with a 155gm/m 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. NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01/10/08 Page 2 of 18 Product Awaplan Versa - Smooth Awaplan Versa -Flex Base -N -Ply® Glass -BaseTM Tam -CapTM Tam -Glass PremiumTM Tam -Ply NTM Type 43 Base Sheet Vapor -ChanTM Versa -Base FRTM Versa -BaseTM Versa -Cap FRTM Tam-t;;84.6 ilTe �d: Emulsi6ci Cdafing� Tam -I'rb 81'i'Quicic Dry Primer ••• • • • • • • • • • . • • • •• •• • • • • • • • • • • • • • • • . . . • • • • • • • • Dimensions Roll weight: 100 lbs. 33' 11" x 39 Roll weight: 76 lbs; 33' 11" x 39 -3/8" Roll weight: 72 lbs.; 97'-6" x 39 Roll weight: 72 lbs.; 97' 6" x 39 ••• • • Roll weight: 83 lbs.; 32' 11" x 39 Roll weight: 53 lbs.; 161' 9" x 39 Roll weight: 44 lbs.; 161' 9" x 39 Roll weight: 85 lbs.; 72' x 36" Roll weight: 86 lbs.; 32' 11" x 39 Roll weight: 60 lbs.; 48' 2" x 39 Roll weight: 94 lbs.; 48' 2" x 39 Roll weight: 87 • lbs.s 33i x 39 • • •5 gallon •.. • 5 gallon •. • • • • • • ••• • • • • • • • . • • • • • . • • • • • ••• • • •• • Test Specification ASTM D 5147 ASTM D 6164 Type I Grade S ASTM D 5147 ASTM D 6164 Type I Grade S ASTM D 4601 Type II ASTM D 4601 Type II ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type N ASTM D 2626 ASTM D 4897 ASTM D 5147 ASTM D 5147 ASTM D 6163 Type I, Grade G ASTM D 5147 ASTM D 1227, type II ASTM D 41 Product Description A 180 g/m 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 170 g/m nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofmg. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Asphalt impregnated glass felt for use in conventional and modified bitumen built - up roofmg. 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. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofmg. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Protective coating. Asphalt based primer NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01 /10/08 Page 3 of 18 Product Tam -Pro 842 Fire Rated Fibered Aluminum Roof oating APPROVED INSULATIONS: Product Name Dimensions 5 gallons Pyrox, White Line ACFoam Composite ACFoam lI ConPearl EnergyGuard Perlite EnergyGuard Fiberboard Dens Deck Sturdi -Top Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board Armor Board Regular Fiberboard • Hubert Fiberboard ENRGY 2, ENERGY 3, PSI -25 Retro -Fit Board, DuraBoard Fesco Board Kop-R Wood Fiber Structodeck, Structodek FS H- Shield H- Shield WS • • • • . ; : • • • • . •• • • • • • • • •. • ••• •• • • • •• . ••• ••• • • • • • • • • • • • • • • • ... • • •• • • • • • ••• • F es- ( 13p A' • • • ••• • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • ••• • • Test . Product Specification ASTM D2824, type III TABLE 2 Product Description Isocyanurate Insulation. Isocyanurate Insulation with perlite facer. Isocyanurate Insulation. Expanded perlite mineral fiber Insulation. Expanded mineral fiber Insulation. Wood fiber board insulation. Silicon treated gypsum board. Wood fiber insulation board. Regular wood fiber insulation. High Density Wood Fiber insulation board. Perlite Insulation. Wood fiber board Insulation. Wood fiber board Insulation. Isocyanurate Insulation. A high- density perlite roof insulation. Rigid perlite roof insulation board. Wood fiber board Insulation. High Density Wood Fiber insulation board. Isocyanurate Insulation. Wood fiber/ Isocyanurate Composite Insulation. Description Flame retardant protective coating Manufacturer (With Current NOA) Apache Products Co. Atlas Roofing Corp. Atlas Roofing Corp. Conglas GAF Mat'l. Corp. GAF Mat'l. Corp. G -P Products G -P Products Generic Generic Generic Honeywell Intl. Inc. Huebert Fiberboard, Inc. Johns Manville Johns Manville Johns Manville Koppers Industries, Inc. Masonite Hunter Panels, LLC Hunter Panels, LLC NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01/10/08 Page 4 of 18 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Trinty I ERD Product Name Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate #12 Roofgrip Fasteners Metal Plate Olympic Fastener #12 & #14 Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul-Fixx S Plate Tru -Fast 11. Tru -Fast Plates EVIDENCE SUBMITTED: Test A2ency/Identifier Factory Mutual Research Corp. • Exterior Research & Design, LLC • •• •• ••• • . • • .• • . . • • .. . •. •. . . • • • • • • . • • .. • . • .• •• • • • • • ••• • • • • • • • • • • • • • •• • • • • • •• ••. • • • • • • • • • • • • ••• • • • • • • •• •• ••• • • • • • • ••• • ••• • • • • • • • • • • • • • • • •• •• ••• • • TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Insulation fastener for wood and steel. Galvalume stress plate. Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Name Comparative Rupture Testing Class 1 Fire Class 1 Fire; 1 -90 Windstorm Class 1 Fire; 1 -90 Windstorm Wind Uplift Testing Wind Uplift Testing TAS 117(B)/ ASTM D6862 Manufacturer Dimensions (With Current NOA) SFS Intec, Inc. 2 7/8" x SFS Intec, Inc. 3 1/4" ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square Olympic Mfg Group, Inc.. 3.5" round Olympic Mfg Group, Inc. 3" round Olympic Mfg Group, Inc. SFS Intec, Inc. 3" round SFS Intec, Inc. The Tru -Fast Corp. 3" round The Tru -Fast Corp. Report Date J.I. 4D0A7.AM 10.21.98 J.I.0Z4A3.AM 08.27.97 J.I. 1D4A7.AM 10.20.97 J.I. 3B5A9.AM 08.27.98 4444.06.98 -1 06.15.98 4449.08.99 -1 08.03.99 C8500 SC.11.07 11.30.07 NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01/10/08 Page 5of18 Deck Type 1: Wood, Non - insulated Deck Description: Minimum 15 /32 " or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E(1): Base sheet mechanically fastened. All General and System Limitations apply. Anchor Sheet: Fastening: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: See Base Sheet Fastening Options above •• ••• • • • • • • • • • •• • • • • • • • • • • • • • • ••• • One ply of Tamko Glass -Base, Vapor -Chan, Versa -Flex, Versa -Base, Versa - Smooth or Base -N -Ply fastened to the deck as described below: (Option #1) Attach anchor 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. (-52.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using #12 or #14 Dekfast Fasteners with 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. (-60.0 psf, See General Limitation #7.) (Optional) One or more plies of Tam -Glass Premium, Tam -Ply IV, Glass Base, Base -N -Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbs. /sq.; or Awaplan Heat Welding or Versa- Smooth adhered by torch. Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb. /sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Tam -Pro FR Aluminum Coating applied at 1'/2 galJsq., or Tam -Pro 846 Fibered Emulsion Coating at 3 gal. /sq. • • • •• • • • •• • • • • • • • • •. • ••• • • • • • • • • • ,�1 • N y� ./r o • • • • • • ••• • . • • • • • • • • • • . • .• •. •.• •• • •• •• . • • •• • • NOA No.: 07- 0730.03 Expiration Date: 05 /23/12 Approval Date: 01/10/08 Page 16 of 18 Deck Type 1: Wood, Non - insulated Deck Description: Minimum 15 /32" or greater plywood or wood plank. Plywood shall be attached to 2" x 4" wood supports spaced 24" o.c. using wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base, Vapor -Chan, Versa -Flex, Versa -Base, Versa- Smooth or Base -N -Ply fastened to the deck as described below: Fastening: (Option #1) One ply of Red Rosin sheet loose laid over deck. Followed by anchor sheet attached using Simplex Mega Cap Nails spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (-45 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using Simplex Mega Cap Nails spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (-60 psf, See General Limitation #7.) Ply Sheet: (Optional) One or more plies of Tam -Glass Premium, Tani-Ply IV, Glass Base, Base -N -Ply, Awaplan Versa - Smooth, Awaplan VersaFlex, or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: Awaplan Premium, Awaplan Premium FR, Awaplan 170, Awaflex, Awaflex FR„ Awaplan 170 FR, Awaplan Versa- Smooth, Awaplan VersaFlex, or Versa -Cap FR adhered with a full mopping of approved asphalt applied at 400 F at the point of contact and at a rate of 20-40 lbs. /sq.; or Awaplan Heat Welding or Versa -Smooth adhered by torch. Surfacing: Optional to mineral surfaced Membranes. Required for smooth surfaced membranes: 1. 400 lb./sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Aluminum Coating applied at 1 gal.sq. or Tam -Pro 846 Fibered Emulsion Coating at 3 gal. /sq. Maximum Design Pressure: See Base Sheet Fastening Options above •• ••• • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• •• • ••• • • • • • • •• • •• • • • • • • • •• • ••• • • • • • • • • • •• s • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01/10/08 Page 17 of 18 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 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 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane 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 Roofmg Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (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 comers). 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 apliciable.3 • • • • • • 10. 411 producti}i teji tertiTtsliall have a quality assurance audit in accordance with the Florida Building Cede az >Sf Zh®Ftorida Administrative Code. •• • •• • ' • • ••• • • ••• •• • •• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • •• • • ••• •• • • • • END OF THIS ACCEPTANCE NOA No.: 07- 0730.03 Expiration Date: 05/23/12 Approval Date: 01/10/08 Page 18 of 18