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RF-08-442Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/06/2008 Inspector: Grande, Claudio Owner: DORSCHNER, JOHN Job Address: 390 101 Street NE Miami Shores, FL 33138 -2425 Project: <NONE> Contractor: MURPHY ROOFS MAY 0 7 En Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132060135260 Lot: Phone: (305) 892 -1700 Building Department Comments TILE AND FLAT ROOF g.--61 Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, May 5, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/29/2008 Inspector: Grande, Claudio Owner: EPSTEIN, PETER Job Address: 1058 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: J QUINTERO ROOFING CORP Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number Parcel Number 1132050180330 Lot: Phone: (305)265 -9226 Building Department Comments RE -ROOF COLOR THRU TILES v�Q' G • 0� Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 29, 2008 Page 1 of 2 SCROADS X NGIEERIiG Certificate No.: 04- 1013.02 �g 2 9 2306 F 13284 SW 120th Street, Miami, FL 33186 TEL: (305) 233 -3997. FAX: (305) 233 -7 CONCENTRATED UPLIFT TEST FOR ROOF TILE COMPLIES WITH THE FLORIDA B Property Address 390 NE 101st Street PCA No Total Passing Project Owner Perimeter Roof Pitch 4:12 Contractor Murphy Roofing Testing Equipment Shimpo FGE -500HX Cert. No.: 33731 Roofing Squares ±26 Testing Force ± 35 # Roof Tile Barrel Inspection Date 1 By 1 Ozzy Set Tile System Polyfoam Test Date 4/24/08 Permit No TOTAL Job No 134 Lab Report No 2008048 Test Results Roof Area Required Tests Tests Conducted Total Passing Percent Passing Perimeter 9 38 38 100% Field 8 68 68 100% Corner 9 9 9 100% Ridge 5 19 19 100% TOTAL 26 134 134 100% The roof illustrated below has Passed: X Failed: the uplift test in accordance with the Florida Building Code TAS 106 Protocol. George alan, P.E. Civil Engineer P.E. No. 60080 Crossroads Engineering Lab Certification # 04- 1013.02 24------ 18- ---- -4 P P P P P p P PP p P P P P r P P P P P P P P p P P -26 AREA (SQFI) f2 I!!'":*1111 EEMI *1598 LINEAR FEET 6-- P P p P P Pp�R P P P P P p P p p P p P pP 52 P p P p p P ' P P p P P P ' P P P PPPpP FP P P P p ! Miami Shores Village Building Department IliktildAvortue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. og_ vv2, Job Name DO/e..1564 Date V/08 BUILDING CRITIQUE SHEET 11) ii204i;cce .7 o uLe bLiAs L/4 4' z 01.- 'rife groll0 C-4-Gige S 041-e12..., 3o0 I trziz) --Theie rr /22 xi ix,es Cat/ ee)reck) "ei vier_ici.64.-9. 4 9 . i re 4-77eic) ,iee Ats Lo ;& 4, , / ii4)eatlic,-, . -7-A p ewe -‘-ei.ely92 /rec0 Ai / C e2,07)4: lize 44,1,---e-i' e4,ci-e //I/ iiinria,,13 Ale 77129 ir /27 s-1 he ,)v€, ir -4'-e-e 4 /ave 4 4 Lice &-vezdi-e_ C04.1 77zAe-.4)4. Reviewer: Claudio Grande C.B.O 305-795-2204 Ext 1430 RE: Permit # % F---0 8 - Y- Weidaii Ve e4 T I€€49e Reef Zefratieat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com DATE: INSPECTION AFFIDAVIT 1 W \5 Or\ (Print name and circle License Type) License #: S OD I On or about 7o/ (� (Date & time) work at , licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the 21S$ /P/ / (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 5534 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. isPetib Sworn to and subscribed before me this OCAINA 90 day of oco5 eso 4* �ooS� 1' ,cam Notary Public, Sate of Florida at Large CO � *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. [Date] To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address Roofing Permit Number Dear Building Official: I 1 Property Owner 1 certify that 1 am not required to retrofit the roof to wall connections of my building because: ¼'.-ii- l S oven_ (3.00e.... See Ailf-hut=i----47" The just valuation for the structure for purposes of ad valorem taxation than $300,000.00. e building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signa e of Property Owner �b k Print Name cM- sc. elwE7✓ STATE OF FLORIDA COUNTY OF MIAMJ. ADE Swom to and subscribe before me this ,5 �fj day of m'1^C ,20eg` *jeep0 (SEAL) ,% �ut F E�./�, III ••••. gJ0`•tossoN$ ETA• ho •'.a F N. ■ - •September 24, 2008 • or Produced Identification Personally known .r�'. • -- a, •Q- • 44;400). soo* N, • When the just valuation of the stre • °' 1,0 of ad valorem taxation is equal to or more than $300,000.00, and the building was not' Agin compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CADoemtanta and SettingslmigaelADesktop\Roofing Affidavit Compliance- 9.26.07.doc RE: Permit # Vow Veigefe Leif Vefrevemefte 10050 NE 2" Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305 -756 -8972 www.miamishoresvillage.com (Print name and circle License Type) License #: On or about DATE: INSPECTION AFFIDAVIT - t (Date & time) secondary water barrier work at ag , licensed as a (n) FS 468 Building Inspector Engineer / Architect, , I did personally inspect the roof deck nailing and /or (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: 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 Notary Public, Sate of Florida at Large ,e�a rev MONI. 142 '* ? MY COMMISSION * DD 483995 .;;; EXPIRES: October 20, 2009 "'%••...•oe• Qaneatl 'Rim Wary ?attic unaerourtters *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of eah plane of the roof with permit # and address # clearly shown marked on the deck for each inspection NOTICE OF COMMENCEMENT 111111 1111 11111 111 11 1111 11111 11111 1111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION c: F N 2008 8 0 2 2 8 3 5 5 OR Bk 26276 P9 3228 (1p9) RECORDED 03/19/2008 09 :44:08 PERMIT NO._ - Dg . TAX FOLIO NO. HARVEY RUb'I{ir CLERK OF COURT MIAMI-DADE t OUNTYr FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAN1ADE: 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: 2. Description of improvement: 3. Owner(s) name and address: TA h -Da r SC leN it ( stir i V r v t J 7) j 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date -of recording unless a different date is specified) Signatur Owner Print Owr•'s Name Jb ‘n t• fT Y' S C r16Q1 �� F EL. /L'ke• � s • Prepared by Sworn to and subscribed before me this (� day o f: * cps • "I. .'• N • • ��,lber 8 .* Address. 1 L) �'�, �iJ.c�.�� Notary Public Print Notary's Na 5 24.20 • is • s o • •C♦ My commission expires: STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a true(ropy of the original Bled in this office on di of , A D 2 0 WITNESS my hand a d Official Seal. HARV ' '\ VI iw_� ARK, of Circuit and County Courts y caLiL\ O.C. 3U1-Giu6 -skis, 0 6 Ali Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 777 7771-7)1 f MAR 12 2308 BY: Permit No. germs-442. Master Permit No. Permit Type (circle): j Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) OVN i° D r SC\\VN.Qtr Phone it 3 0S Owner's Address .1 ' j , 0 1 City `6, gn, : 5 v Tenant/Lessee Name State FL.- Zip 3313 Phone # Job Address (where the work is being done) 3 9 0 Ai 101 5 t City Miami Shores Village County Miami -Dade Zip 13 E FOLIO / PARCEL # Is Building Historically Designated YES _ NO Contractor's Company Nanie r 1 1% .. rp Contractor's Address 0-7 /L c' City Ejt (),41\-1-- State Zip '3 D / C Qualifier Name ( , S jA L Phone # �y .1/4-- 21 State Certificate or Registration No. Certificate of Competency No. q`--/ ,S' C)t. 1 2 7 Phone # c. n1 \ 5 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAdditiOn Describe Work: &xi, CD DAlteratiion [New Phone # inear Footage Of Work: o ❑ Demolition * **********************************Fees** * ** *** * * * *, * *, * * * ** * * ** ** * ** * * * * * * * * *** * ** Permit Fee $ C CCF $ I CO /CC Technology Fee $ • >>.l Zoning $ Submittal Fee $ Notary $ 5• Scanning $ t .OD Training/Education Fee $ ( 40 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ C Ki313- Total Fee Now Due $ ,31 2. `13 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of '"t,°4 ,20 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 9 V Signature �� Contractor The foregoing instrument was acknowledged before me this 20 day of r / , 20 OW', by ek/3 AOITAy who is personally known to me or who has produced Fi.7)rive'r.5 Li- +14150 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp ®�lC� 51C "s 4O c, OMB \S . ,`Ok 2kj �• p1®taNpu�lc` ep *,*********************************************** * ** * * * * * * * * * * * * * * * * * * *** * * *** APPLICATION APPROVED BY: t,*sees® ?'< Q O Plans Examiner C., `t F E�/ • Engineer •c3' •1ssioN6.•• " • ■ II . �� o • Zoning fir (Reviser02/08ltJptember 24, 2008 • Ill ' 661 �j'�9. #D0333391 1°, w • `• • y ' " ' : " ° 2 s . ( r1/ i'iio` %. w 0 L Im© ga MAR 1 2 2308 Yo ...... ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Morta ❑ Wood Shin ❑ Prescriptive BUR -RAS 150 Gas Ve Yes ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 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. 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M MMr E•MMi (MME: ■M•Mmans ■ osiMMMriMMMMsMMMCriMMMi M M MMMMMMMMEMMMGMMMM I._ Mnml MMM r :::: EMMMrmas IMMOrrrlMirrrMAM4 rrrrrrr■■ r rrrrrrr ■rrrrrrrrrrr ■rrrr rrr ■r■ r M rrr rru,arrrrrissmas ■ MMMranam r rrr■ ■r rrrr■rrrrMrrrrrrr■ Irrrrrrr rrrrrrrrrr rnumeMrrrrr rrr ■rrr rr rrr rrr ■rrrr■ ■r■rr■ MNrrrrrrrrM r■ rrrrrrrrr : rrrrrrrr rrrrr ■rrrrrrrrrrr ■rrrrr ■r ■ Ir rr ■rrrr mummu E■rr■ :::rrrrr■ rrrrrrr::: ■ ■rrrrrr ■rr r rrMrr: rr rimammMM rrarmamr :sirMMr:MrM■rrrr■rM mmli CrM IE� C M MM ■ MM rMM� : :: Mimmuu rM00000M iM MMMrMMrMM1 EMM Err MMMMEM rr ■rrirrMrrrrrMMMrrrrMrrrCrrrMr■ rrr■ ■rrrr r ar : a CE E EG am ' : E aMEC C sm E E C s ss ' msa m 123_01 -48 5/03 PAGE 2 • • • • •••• • • •• • • • •••4. •••4 .. • • •••1 •• • • • • • Florida Building Code Edition 2002 High Veladty Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 1.2.3.4.5,6,7 Concrete or Clay Tile A,B,D,E Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 123_01 -48 5/03 PAGE 1 1. Fire Directory Listing Page .... • • • • • • • " .. • . . • 2. From Notice of Acceptance: Front Page : 'Pbpecific System Description Specific System Limitations Oeneral Limitations •Applicable Detail Drawings • • " .... 3. t ei ign Calculations per Chapter 16, or if Applicable, RAS 127 or :MM;128 • • • • . 4. Other Component Notice of Acceptances '. •'. 5. • 'Municipal Permit Application -• -- 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof TestingiCalculation Documentation 123_01 -48 5/03 PAGE 1 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem 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) arL 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. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ccordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Co 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 roofing 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 from below. The owner . may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water. The current roof system and/or deck of the building may not drain well and may ca se water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. S. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oVerioaded from a build up of water. Perimeter/edge walls or o roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance witihe Florida Building Code, Plumbing. •. • • 7. Ventilation: Most roof structures should have some ability to vent natural allow thravgbtfie interior of. the structural assembly (the building itself). The existing amount of attic ventilation srgll ript be reduced. It may be beneficial to consider additional venting which can result in extending the service lif •qf.ttip roof' ••••_ • s /Agent's Signature °3/ 07 /vg Date off- L/4L Property Address Permit Number Rev:112012005,Computer Services, Building Department • .••• • ••• • Contractor's Signayl$.• • • gip. •••• • • ••.• • • •• • s •• • • . • • • •••• • • • • • • • • • • • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform PenNt Application Form. Section C (Low Sloped Roof Svstern) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not entity as' ') System Manufacturer. ® t NOA No.: 0 -1 1 (-X Design Wind Pressures, Pmaxl: /Pnrax2: Fro 415) �Pmax3: 7�• L. Max Design Pressure, From the Specific NOA 6� System: Deck Type: it Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor/Base /heett as stenerlsonding Material: insulation Base Layer. / ISO Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): 7� Base Sheet Fastener/Bonding Material: h� its Ply Sheet(s) .& No. of Ply(s): t %( �k5100 t Ply Sheet Fastener/Bonding Material: Fastener Spacing for AnchorlBase Sheet Attachment Field: `Z ' oc at Lap, # Rows . a@ ‘ oc Perimeter. _,L' oc @ Lap, # Rows 4@ 4_' oc Comer. _�' oc @ Lap, # Rows r @_�_' oc Number Fasteners Per sula on Board 1� tJ Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, • • Stripping, Flashing, Continuous cleat, Cent • Strip, Base Flashing, Counters : Flashing,. Coping, Etc. • • • • Indicate: Mean Roof Height, part Height, • Height of Base Flashing, Come& erlt Material, •: Material Thickness, Fastener eiri u •Fastener Spacing or Submit Manufacturers • pails that. . : • Comply with RAS 111 and Chapt13 4 , • . • • • • ••••• • •••• • ••• • .••• • •. • Top Ply: 1 aA..A-c=1. Top Ply Fastener/ Bonding Material: Surfacing: PjL- Parapet Height Mean Roof Height 123_01 -48 5/03 PAGE 3 1 Florida Building Code. Edition 2002 High Velocity Hurricane Zone Uniform Penult Application Form. Section D (Steep Sloped Roof System') Roof System Manufacturer: A n 5 D )" Notice of Acceptance Number: 0 co 0`'j n C-o 9 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure ./1 (From the 140A , OA Specific System): (� c Method of tile attachment: tk. /3I.. PSI I— e J \ Ay.., Roof Slope: _ler3 Steep Sloped Roof System Description Deck Type: L. c cQ 1>1 ype Underlayment nsulatlon: Fire Barrier: 30 Ridge Ventllation? astener Type & Spacing: dhesive Type: Mean Roof Height: / 2' .... • �.�,- • -....• • • • ... • • • • • •1 •.. ype Cap Sheet: ••• ... ... • • • • • • oof Covering: . S A • Type & Size Diap. • : dge: • • ••I • .. • • 123_01 -48 5/03 PAGE 4 • • • • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. • • • 1•••• • • • • • Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the valves for Mrwith the values from M a If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. er RAS 1273 9,? NOAMt NOA 11ft NOA Mt Method 1 "Moment Basal Tile Csdculationjj (Pl: 1-15171 oC3 // a /3.5; ) -Mg: 67 =14.1 �Fo (P2: rifr / 1 a. " a") 5) Mg: MitaLat (P3: x a =. - Mg: = r43la 1 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA ]V7t Mr Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope Z: iI2 344 36.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 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 28.0 284 30.5 32.4 7 :12 24.4 25.9 27.1 282 30.0 *Must be used hi 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 "Uplift Based Tile Calculations Per RAS 127" (Pl : 11: = 1 w: = ) - W 1 cos 6: = Fry: NOA F' (P2 : a 1: = 1 w: = ) - W: 1 cos 6: = Fr2: NOA F' • • 413: 11: = 1 w: = _) - W: 1 cos 6: = Frs: NOA F' • • ••• •• • • •• •� • • • • • • - .. . • • •• �scriptpr • Where to Obtain Information Symbol Where to find • •DesignPreseme • •••• r••• • . . ivitean Roof Height - Roof 31c�e • r • - • Multiplier due to Otavity 1••• • "Restoring P1 orP2 orP3 RAS 127 Table 1 or by an engineering analysispreparedby PE based on ASCE 7 H e Job Site Job Site NOA Mg NOA 1•• • • tSediment Rice Required Ihment Resistance • • • • Ate Resistance mt NOA M: Calculated F NOA ) eq? 1 JpHB Resistance Fr Calculated • A Tile Weight e Dimensions W NOA 1= length v = width NOA All calculations mustbe submitted to the Building O®cial at the time of permit application. 123_01 -48 5/03 PAGE 5 ebpd 9Z96S99S0£ BUILDD1G CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE A Hanson Roof Tile d.b.a. Pioneer Concrete Tile 858 S. Military Trail Deerfield Brach, FL 33442 WS:60 800Z`TT Kiln] MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAMER BUILDING 1$ WEST FLAGLER mem, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (30S) 375 -2905 SCOPE: This NOA is being issued under the applicable ruts and regulations The documentatiion submitreci has been reviewed by Miami nnv governing the use of construction gills. by the Board of Rules and Appeals (BORA) to be used in Product Control Division where and accepted the Authority Having Jurisdiction (AIM). Dade County other arc�a9 �'h allowed by This NOA shall not be valid after the expiration dare stated below. The Division (In Miami Dade County) and/or the AHJ (in areas other than - County Product Control have this product or material tested for nail Miami Dade County) reserve the right to the this accepted manner. or rna the quality assurance pulses. If this product or material fails to perform in manufacturer will incur the expense of such testing and the AH1 may immediatel revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves 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 Veloc Hurricane 1lSltanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, following statement: "Miami -Dade County Product Control A n city, ereie and 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 . cane Zone of the Florida Building Code. ADVCRTIS removal of NOA. .. • EMENT. The NOA number preceded by the words Miami -Dade County, Florida �a'dd foilocwerje y the expiration date may be displayed in advertising literature. If an a be done in its entirety. y portion of the NOA is di's�Yay��, titer, it shall INSPECTTION: A copy of this entire NOA shall be provided to the user by the manufacturer • .... ' • and shall be available for inspection at the job site at the request of the Building Official • . • tf soribu rl' • • This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. TO 39Vd IStin Vern • • •• • • • • .. • • 0000 • • 0000 •• • • • • NOA No.: 06.09054 Expiration late: 10t19/11 Approval Data: 10119/06 Page 1 of eveeeeecor • • 0 • • • .• • • • QF:AA 51A07 /TTi -A • z abed 9Z96S99SOE ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete WS:60 800Z'tt ) VW 1. SCOPE This renews a roofing system using Hanson Regal/Spanish 'S' III Concrete Roof Tile. as manufactured by Hanson Roof Tile d.b.a.Pioneer Concrete Tile in the Sanderson narkla Factory fit arson, FL. and as described in Section 2 of this Notice of Acceptance. locations where the sx. For the exceed the values listed in requirements, The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION MAMA Hanson Regal / Spanish "5" 11 Tile Trim Pieces NEEMONME Length: 17 14" Width: 13 114" 1" thick Length: varies Width; varies Test figNAMSAMMOI TAS 112 TAS 112 odint ntifaiatipa High profile concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications_ Accessory trim. concrete roof pieces for use at hips, rakes, ridges and valley terminations. 2.1 COMPONENTS OU PRODUCTS MANUFACTURED BY OTHERS eruct ors Test Product MmuMshom TAS 114 Corrosion resistant screw or Appendix E smooth shank nails TAS 114 Corrosion resistant, coated, Appendix E square drive, galvanized, coarse thread wood screws Tile Nails Min. 10dx 3" #8x 2'A" long Tile Screws 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Roof Tile Mortar N/A TAS 123 ("TileTiteT") Roof Tile Mortar ("Qurlkrete® Roof N/A TAS 123 Tile Mortar #1140 ") Roof Tile Mortar ( "BONSAL® Roof N/A TAS 123 Tile Mortar Mix ") Z0 39Vd • tit 1 rt�`i. lam Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Generic (With current NOA) Generic (With current NOA)• • • • • • • •.• • • • • •• • BernitheRanf Coq; Inc. (wik. • • : • (With CiAMdht NOA) • • • • • • •• . • OLifrete • CoirsaCAon •... Products e ( W i t h as rreuCNOA) .. • • W.1t. $cowl Co. • • *96. (With current NOA) NOA Na.: 06-.44 Expiration Date: 10/19f11 Approval Date: 10/19/06 Page 2ef7 • • • 000000 • • • • • • • .• • • • 47AAC44CAF 4P :AA RAA7 / T T /6`A • E abed Roof Tile Adhesive ( "Polyprota AH160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners N/A Factory lamed canisters Clips Min. W' width Min. 0.060" thick Clip Fast Min. 8d x 1'4" 9Z96S99SOC 2.2 SUBMITTED EVIDENCE TABLAJEssx IBA Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. £0 39tid See NOA See NOA TAS 114 Appendix E Identer 2381 -218 7161 -03 Appendix 111 Letter Dated Aug. 1, 1994 P09647 -01 P0402 94 -083 94 -084 257094(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 43 & 4) 25- 7214 -(3, 4, &7) ' d I cti l titn911 Two-component polyurethane adhesive designed for adhesive set roof tile applications. Single comment polyurethane foam mof tile adhesive Corrosion resistant clips with corrosion resistant nails. Thed-I1819018Rat TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) y'£S:60 SOOZ'tt INN Polyfoam Products, Inc. nth current NOA) Flexible Products (With current NOA) Generic (With current NOA) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 08/05/06 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 ••••• • . .... • • • • •• • • • • • 1994 • •• •- • • • Static Uplift Testing 1Qou..1494 • • TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 • • •• •• R®4)1015 • • • • •.•• • • • •••• • Mareft, 1995 • • • • • • • NOA No.: 06. 0905,04 aspiration Date 10/19/1 Approval Date: 10/19/06 Page 3ot7 • • • •••••- • • - • • • • •• • • • g7.g(:.c99cAF gF:FA RAW/TT/FA • abed 9Z96S99S0£ The Center for Applied 25- 7804 -4 Engineering, loc. Celotex Corporation 520111 -3 Testing Services Celotex Corporation 520191 -2 -1 Testing Services Walker Engineering, Inc. Calculations Static Uplift Testing TAS 102 K£5:60 800Z1tI W1W Sep. 1996 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier March 1999 3. LIMITATIONS 3.1 Fire classification is not part of this 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with 3.3 RAS 106 may be required. refer to applicable building code. 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 Minndarimum listed layment shall be in compliance with the applicable Roofing Applications 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 underiayrnent material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' II Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations bA aritld ',own man tii nn • • • • • •• • • 0000 • • •••• • • •• •• • • • • • • • • •• • 0.00 • • ••00 • • • • • •• •• • • • • • • • • •••• • • •••• •• • • • • •0 • NOA No.: 06. 0905.04 Expiration Date: 10119111 Approval Dates 10/19/06 Page 4 of 7 • • • • • • • ••••• • • • • • • • • 97.9i;G99GAF 9F :i;A RAW/TT/FA • s abed 929659950£ Table 1: A • , ht Pioneer W ' ht-W 11.0 ai/S . anfsh '&11 and Dl Length -1 (f.) 1.425 y£5:60 800Z'TT 13vvr Tllb Profile Pioneer Regal/Spanig h 'S' H P Hanson R 'S' II Table 3: Restori Mor�dim toGi - M (fi -Ib1 3 12" 4 "; 12" ^_._� 7 ": 12° or S ":12" 6 ": 12" Breatter Batten Direct - Battens Direct Battens Direct Batten Direct Direct Deck Deck s Deck s Deck 7.77 8.34 7.65 8.20 7 7.83 7.10 761 Table 4: Attachment Rice Expressed as a Moment . Nit (/tom) For Nail -On S stems Tile Fastener Type Direct Deck rof9le ype (min 111x132" PlY�d) Regal/Spanish 2-10d A a Shank Nails 28.6 1 -10d Smooth or Screw Shank Nail 5.1 2 -1Od Smooth or Screw Shenk Nails 6.9 1 .#8 Screw 20.7 2 . #8 Screws 43.2 43.2 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 1 -10d Smooth or Screw Shank Nall Eave Clip) 29.3 2 -1Qd Smooth or Screw Shank Nails Field C! p) 27.6 2 -10d Smooth or Screw Shank Nails Eave CI . 38.1 7.49 8.03 .30 ostallallon Mitt 4" the h S0 39 d 2 -10d - , Shank Nails] 33.1 located a min. • 2W from 'rte tq awnn Direct Deok (min. 18132" plywood) 41.2 6.8 9.2 20.7 23.1 29.3 • • 27.6 •.• 48.1 of file. Battens 19.4 2.8 29.8 19.0 • • • 24.0 • • • • •••.6 • ••• •• .1.8 • •••• • •• • • • • • • • • • • •• • NOA No.: 0641905.04 Espirathm Date: 1419111 Approval Dates 10119/06 Page 5 017 g7AACggQar 1• • •• • • • • •• • • •••• • •••• • • • • • ••.••• • • •1111 • • • • • • •••• • • ••. • •• • • • • • • • gF:AA RAA7/TT /FA • 9 abed 9Z96S99S0E W :60 6002`IT )TVW Table 5: Attachment Resistance Expo as a Moment MI (ft4bf) For Two Patty Adhesive Set Systems Tile TUB Application Profile Minimum Attachment Hanson Regal/Spanish 'S' 11 �"� mince Adhraive 2S 3 2 Sae titanium co • ent - • ! royal tor tell uerer nts. 3 Flexible Products Company Tiletlond Average weight per patty 10.7 grams_ Table 5A: Atllachtrmnt Resistance Exprea>med as a Mom • Mt (ft-lb For Single Petty Adhesive Set System* Tile Application ` Minimum Attachment Resistance Tile Profile nson � ttla Payfoam PahrPro n" ■Po) oam PolypnorrN t�addy placement of 83grarns of PlProrm. --- " PlaceTehl cf 24prarrrs Table 5B: Attachment Resistance SDI as a Moment - M (f -ibt) For Mortar Set Systems Tile Tile Profile A Malian .-Hason Regal/Spanish 'S' Ii Mortar Set Attachment Resistance 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". Re *1 JSpA "$i" 11 Roo TILE laimrfiFicAlioN MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS • • •••• •••• • • • • •• • • • ; • • • •• •• •••00• • • • • • • • • • •••• • • •••. • • •• •• • • • • • • • • 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 • • • in order to caluired by the Building Official or applicable building code properly evaluate the installation of this system. 90 3940d 7 1 Sti':) vwno NOA No4 06.0955.04 Expirathut Date: 10/19/11 Approval Date: 10/19/06 Page 6 of 7 g7SIACc144IAF • • • • 0000 • • • • gF:t;A PAA7 /TT /FA • L abed 9Z9659950£ L9 3BVd PROFILE DRAWINGS V'S:60 800Z'tt TIN REGAL AIWA SPANISH "S" RANSON REGAIJSPANISH'S' 11 CONCRETE ROOF TILE END OF THIS ACCEPTANCE -dam 'silo twin • • • • • ▪ • •••• •• • . • • •• •• • •••• • • •••• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • .. .•• • • •• • • • • NOA No.: 06- 0905.04 Expiration Date: i0l'19ti1 Approval Date: 18/19/06 Page 1of7 g7.9cggqcGIF qs' :Ra RGIt4Z / T T /FU MIA M l•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 resales. the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Diyj•siop that t1 is' 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 thh I~3i h Velocity Hurricane • • • Zone of the Florida Building Code. ••••• • • • • • • DESCRIPTION: Polystick P, IR/IRX, TU, TU Plus and MU Underlayments • . .• •. 000000 • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or 3ogoi city, statt' l ' • following statement: "Miami -Dade County Product Control Approved ", unless otherwis+.flored herrip. • o • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there lids 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 clone 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 revises NOA # 02 -0603.08 and consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No 03- 0818.03 Expiration Date:. 09/13/06. • . Approval Date:11/20 /03 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick IR/IRX underlayment Polystick TU underlayment Test Dimensions Specification Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32' 10" x 3'3-3/8" 100 mils thick Polystick TU Plus Roll: underlayment 65'8" x 3'33/$" 80 mils thick Polystick MU underlayment Roll: 65'8" x 3'3-3/8" 80 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 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 fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, iiitinainous spat:. material for use as an taiderlayment in . sloped roof assemblies ')Jb %ignechs a ice & rain shield and as „3 rat roof tilt underlayment. ...... • ...... • A heavy granuled suifadc self AVM, APP polymer modify, :f lerglass • reinforced, bituminous sheet materia.Ior .... use as an underlaymet twit sloped;ogf assemblies. Designed as a a roof t�1 ;• underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a hight 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 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. •.•..• .• • .•..•• • • .••.. • • .•.•. ••..•. • • ••.••. • • OOOOOO • • NOA No 03- 0818.03 Expiration Date: 09/13/06 Approval Date:11/20 /03 Page 2 of 5 EVIDENCE SUBMIT 1'k m: Test Agency Exterior Research & Design, LLC Exterior Research & Design, LLC PRI Asphalt Technologies __._ PRI Asphalt Technologies PRI Asphalt Technologies Test Identifier Test Name/Report #11756.04.01 -1 #11756.08.01 -1 PRI01111 PUS A-005-02-01 PUS A-018-02-01 TAS 103 ASTM D 1970 ASTM D 4977 ASTMD 4977 ASTM D 2523 Date 04/27/01 08/14/01 04/08/02 01/31/02 07/14/03 • • • • • • ••••.. •••••• •••• • • •••• •••••• • • •• • •• ••.••. • • • . • • • • • • •• • •••• • • •••• •••••• • • • • • • • • •• •• • • • • •••••• • •••••• • • • ••••• • •••••' •••••• • • • • • •••••• • • •••• • • •••• •• • • • • • • • •.••.• • • OOOOOO NOA No 03- 0818,03 Expiration Date: 09/13/06 Approval Date:11/20 /03 Page 3 of 5 INSTALLAION: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. 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 minimm of 3 -W' and end taps 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 nialed 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 100% contact with the surface, giving special .... attention to lap areas. ' • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assenn'bly cuxrent•Product Control Notice of Acceptance. • • • • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayme�; e e flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A h Q d Jaye Qlystic shall be applied over the underlayment. ............... • . • s : . . . , • • •••.•. • • LIMITATTIONS: • • • • • 2. Polystick P and classification is IR/IRX may be used in asphaltic shingles, wood shakes and ttfing1es, noa•st;uctura4 •...: metal roofmg, and quary slate roof assemblies. Polystick P shall not be used as roof tile atiaerlayment. 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 applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick 1R/IRX, MU, TU or TU Plus shall not be left exposed as a temporary roof for longer than 90 days after application. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. NOA No 03 -0818.03 Expiration Date: 09/13/06 Approval Date:11/20 /03 Page 4 of 5 7. 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. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU, TU Plus Polystick TU Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation 8. 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. 9. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/IRX, TU, TU Plus & MU may be used with-any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IRIIRX, TU, TU Plus & 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 shall bear the imprint or identifiable marking of the manufacriligIname or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Pr4.uet Coxttrei Approved ". • • • • BUILDING PERMIT REQUIREMENTS: • • •• •• • . 1. Application for building permit shall be accompanied by copies of the follo$ing: •••• 1.1 This Notice of Acceptance. •••• • 1.2 Any other documents required by the Building Official or applicable lmildrng code• in. order Co properly evaluate the installation of this materials. • • • END OF THIS ACCEPTANCE NOA No 03- 0818.03 Expiration Date: 09/13/06 Approval Date:11/20 /03 Page 5 of 5 • • • • • a £ 360 Mea 0t /E0 39b►d O 0 °°° 0 00 00 64 8°i S� S qE 0 0 0 000 0 0 0 0 0 0 000 0 0 e 0 000 00 00 0 0 O ® 0 0 O 0 • O 0 000 WS:Zt LOOZ'Ot XVW O 000 0 0 0 000 000 0 000 0 0 0 000 0 0 00 0 0 0 00 0 O O 0 0 0 • 0 0 O 0 O 0 00 a • 0 0 0 006 o ttY 1 -DADS COUNTY. FLORDA METRO•DADE FLAGLER BUILDING NUILDtNG CODE COMPLIANCE OFFICE B CC0 " O OI ° RDUC CONTROL DIVISION O 0:0: S 0 o o 0 0 140 40 NEST FLAMER STKE E I. SUITE t?3 • ® 0 + o ° MAM, FI OZtOP334� -1�3 o o • • o ie 'UM 375-2901 FAX 43") 3754" NOTICE OF ACCEPTANCE Potyg)ass USA, Inc. IN Lyoa Drive Fernley, NV 89408 SCOPE: This NOA is bed isseted under the applicable rules and regulations governing the use of construction materiab. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Frodud Review Committee to be used in Miami Dade Coady and other antes where allowed by the Authority Having Jab' diction (AHJ). This NOA shell not be valid alter the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHI (in areas other that Miami Dade County) reserve rim right to have this prodoct or mania! tested for quality assurance purposes. If this product or material fails to perform in I • • • accepted manner, the . manufacturer turer will incur the expense of such testing and, the .AM mar" immediately revoke, modify, or suspend the use of such product or material within tires jurhsdietigd. • • • BCCO reserves the right to revoke this , if it is determined by BCCO that.tbist product or material fali8 to meet the requirements of the applicable building code. •••••• • • ..• •••• ••• This product is approved as described herein, and has been designed to comply with the Florid; • • Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. . ; • • ; ..... DESCRIPTION: Polyglass Modid Bitumen Roofing Systems Over Wood Decks • . • • •••.•• LABELING: Each unit shall bear a ▪ •..... label with the m�'ei name or loge, city; state .... and following statement: "Miami -Dade County Product Control Approved°, unless otheraisc aoteed • • • herein. • • • RENEWAL of this NOA shall be considered after a **newel application has been filed and there has been no change in the applicable building code negatively affleting 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 ache 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 wok 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 revises NOA eM 03- 0915.05 and consists of pages 1 through 44. The submitted documentation was reviewed by )e7pge L. A> o. TWVTW A NOA No.: 0641410A6 Expiration Date: 04/13111 Approval later: 89114/06 Page 1044 •.••• . • • •.•••• • • •••.•• • ....• • ••••• ••...▪ • • •.•••• • • 1 J RR tq1 GAF. RA :fit 1 Afa7 lea r ice .t abed o 0 000 0 e0 00 0 0 • oe OD °e° 611eSgSO- 00® 0 0 0° e • e 0 q 0 e 0 0 O 0 00C 0 0 0 0 000 O coo O o o O 0 0o 0 c 0 0 O 0 0 G e c ROOFING ASSEMBLY APPROVAL Qcgigfuv: Roofing 0 0 000 0f 0 0 Atb- Calenorv: SBS/APP Modafied 10144 ° 0 0 0 0 0 0 J eck Tv • Wood Maxirmhm_D�ign Pct -823 psf Fire G, se on See General Limitation #1 0 00 0 G 0 000 000 co e 0 0 • 0 , 00 0 e 0 0 0 0 O 0 O 0 0 000 re 0 000 000 c 0 0 0 0 oe 0 ° 0 0 0. v'SS : Zt LOOZ'OT A@Y1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Polyflox Dhesmbss 32' 10" x 3' 3 -3/8" Polyfle* 0 32' 10" x 3' 3 -3/8" Polyfeac G FR. 32' 10" x 3' 3 -3/8" Polybond Polybond 0 ELhaoflex S6 At /OA RiHd 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3-3/8" 32' 10" x 3' 3 -3/8" Test gar:Maga ASTM D 6222 Product ct MmWfaa Torch applied, polyestarreinforced, APP modified bitumen membrane with a bum off polyethylene back has and a smooth Or sanded top surface. • • .. • ASTM D 6222 Torcb applied„ polyester rei ced....LH: dined • . bintman membrane with bum off pulyeth e • •• .; back face and a granule top strike. •••••• Tomb applied, polyester rte, APP ailed • • bitumen membrane with a burn off pol ylpne : ••••• back fie and a granule top surface add fore netardwil Torch applied, polyester reinforced. a jejrtweenicd • bitumen a with a burn off polypthykane back face and a smooth ur sanded top aurMC ; . • • •' • Tomb applied, polyester reeafareed, ASP mollified • • • • bitumen membrane with a bum offpolje:thylele •• • •• • back hoe and a granule top surface. • • • ASTM D 6164. Tc vh, hol alpbals er cold adhesive applied, polyeseor iced, SBS modified bitumen reembre ne with a burn off polyethylene our seeded back face and * polyethylene or sanded top surface. Elaswf x S6 G 32' 10' x 3' 3 -3/8" ASTM 13 6164 Torch, hot asphalt or cold adhesive apphed, polyester reinforced, SBS modified bitumen membrane with a burn ofpolyethylene or sanded back has and a surthca E�toflcx S6 0 FR 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, or cold adhesive applied, polyaaatcr reinforced, SBS modified bitumen membrane with a butt) offpolycthylene or sanded back face and a granule top surfs* and fine retardant chemistry. Eleswshield TS4 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, list a0111 or told adhesive applied, polyester reinibreed, SBS modified bittnnen mamma with a burn off polyethylene or sanded back face and a granule top surface. Ela:aoshicld TS4 FR 32' 10" x 3' 3 -3/8" ASTM U 6164 Tomb, hat asphalt or cold adhesive pp1icd, pow reinforced, 9BS modified bitumen membrane with a bum off polyethylene or sanded back face and a granule tap surface and fire tatacdant etxmisla y. ASTM D 6222 ASTM D 6222 ASTM D6222 • TWIOTW : to NOA Ns.: 04. 0410.06 Expiation Date: 09/13/11 Approval Date: 09114/06 Page 2 of 44 •••••• • •••••• • • • .•.••. • ••••• •..... 00000▪ 0 • • R /GRTq /cAF RA:F.T /AAZ /A2 /RA S abed Meg Elenalles V Blastoflex VG Elastoflex VG FR Xtratlex Meaning G Xtraflex G FR Etaesr. SA P FR Mescaline SA V FR RilliffElike 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3.3/8" 32' 10" x 3' 3 -3/8" 32' 10 "x3'6" 32' 10"x3' 6" 32' 10" x 3' 6" 12' 6" x 3'3 -3/8" 32' 6" x 3' 3 -3/8" Ela lathe SA V FR 32' 6" x 3' 3 -3t8" Ehistoflea SA V 3r 6" x 3' 3) /e" E1asaofex SA V 0 32' 6" x 3' 3 -3/8" Elesxoflex SA V 0 32' 6" x 3' 3-3/8" PR Elestoftex SA P 32' 6" x 3' 3 -3/8" Elastob sc 65' 2" x 3' 3 -3/8" Palytleu SA P 32'6"x3'3.3/" Polyfex SA P G FR 32' 6" x 3' 34.14- 0I/g0 39Vd • e F O 0 P 000 e o -e • 0 .•0 e e 0 oak r 0 F oe O 0 N 00. ' C em coo e • ei0 •. 0 Y 0 • 0 eoo re e 0 0 Naftedes AS191 17x6163 0Toncil, ® eo a :1• O e 0 O 00 0 00 c 0 0 ASTM D 6163 ASTM D 6163 ASTM D 6222 ASTM D 6222 ASfl4 D 6222 ASTM D 6164 ASTMD6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D4601 ASTM D 622: ASTM D 6222 IWVIW A OEV 000 0 0 coo 000 0 Product 0IBMEdgal mink or cold adhesive applied, Wield. SOS modified bitumen ®with Hem off polyethylene or sanded bask limited a Sietivd teP m thee. Torch, het asphalt et cold adhesive applied. Margins reinforced. SBS modified bitumen membrane with a barn off polyethylene or sanded back ace std a granule top surfing. Toicb, hot asphalt or mid adhesive applied. fiberglass reinforced, SBS modified bitumen metabrsna with s burn off polyethylene or sanded back face and* granule top surface and fire retardant Torch applied, polyester reinforced. TPO modified bitumen mots with a burs off polyethylenes back Pace and a smooth tip surface. Touch applied, polyester reinforced, TPO modified,. bias Awe with a burn oft-polyethylene • ,, • back face and a gamete top susw arcer . • . Torch aid, polyester TPO dodified • • .: bite with a burn off pelyttiVene back face and *granule top sue cc aasd f •retardant .... ...... Self-adhered, polyester reinforced, SBSImodi6ed • . bittamaa Mire with a self adher4c face : ... .. and a granule top mike. .. • .. • Self red, fiberglass reinforced, SSAistedified biennial nrrasabrane with a aclf- adbcrrtsg bock face and a smooth top when. . Self - adhered, fbergla s a infarct'. Sits led bitumen membrane with a self- adhesriag back fate and a weenie top surface. Self- adlesed, fiberglass reinforced, SBS modified bitumen membrane with a self- adherhsg back face and a smooth top surface. Self-adhentd, fiberglass reinforced, SBS modified bitumen apse with a self- adhaning back face and a gamine top saarf . Self adbcred, fiberglass rainfaneed. SBS modified bitumen membrane with a self - adhering back face and a gauge top stuiaco. Self - adhered, tberglasw reinforced. SBS modified bitumen membrane with a self-adhering baste Aare ands granule top surface. SBS modified asphalt coated flberglass reinforced base skeet. Self- adhered, polyester reinforced. APP modified bitureen membrane with a sett- adhesiag, back face and a granule top surface. Self - adhered, polyester reinforced. APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 06- 040.06 Eatplration Dare: 0943/11 Approval Date: 09/14/06 Pate 3 of 44 VSS:ZI LO0Z'0i XVW • •.•• . • •••• .. . • • • .. • fit RR ICI Car On•CT l nnv•rs ,.... ... • • • •.•••• • • .....• • • ..•••. • ..••• ...... • • ...•.• • • .....• • 9 abed • APPROVED INSULATIONS: Product Nsate Polytherm Al Polytheam Composite PYROX, Whitt* Linn ACFoaam 11 High Density Wood Prberboard PcrlitelUrethane Composite Perlite Insulation Type X Gypsum Dens Deck ENROY -2 Pasco Hard Multi-Max & PA Atl9A 391d o eve e • s o•e ea Ea a O • •• ee e 6L$8Y5 .S'8 e • o • • 0 0 ® 0 a • • IS C 000 • o o • 000 a • 0 • o 0 O 000 • 00 0 0 O I1 IW O 00 0 0 0 000 008 e 0 0 0 O aeo O 0 O 0 • 0 O e • 0e • • 0 E, 00 0 0 D 0 00 000 op 0 0 e •.� 0 D • • 000 � D e • 0 o e DO f' E' a 000 60• Polyisocyanarate foam insulation Polyisocyanurateperlite composite insulation. Polyisacysnurate foam insulation Polyisecyanurate foam insulation Wood fiber insulation board Perlite l ureihano composite board insulation Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insuladon Rigid perlite roof insulation board Polyisocyanurate roof insulation Alddlin 08V FIBS :ZT LOOZ'Ot WM Manufacturer (With Current NOA) Polyglass USA. lnc. Polyglass USA, Inc. Apache Products Co. Atlas Energy Products Generic Generic Generic Genesis 6.... G -P GypawnCorp.. ••• •; sees. Jobntjii Ille • ;•• Joh•14!$hlle • •••• RMaal' ;.•..• .•• ..• • • • •••. • • • sees • • • • • • • • • • • • • NOA No.: O64410.86 Expiraden Date: G9/13/11 Approval Date: 09 /14x16 Page 4 of 44 •.•.:• • • •••••• • • 000000 • ..•s•. • 00000 sees;• .• •••••• • • • • 6LS8t5LS6C 82:Et lAA7irT /CC1 APPROVED FASTENERS: Faster Product Number Name 1. Dekfast Fasteners 012, #14 & #l5 2. Deltfast Hex Plate 3 Dekfast Lock Plate 4. #12 d: #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. haul-ruts HQ Fastener 8. insul Fix, S 9. Instal-Firm P 10. Tru -Fast HD 11. Tn -Fast Plates 12. Tru -Past Plates EVIDENCE Suli4u ritD: Imbiesszftansr Facsorry Mutual Research Corp. Exterior Research & Destign,LLC Underwriters Laboratories, Inc_ OT/L0 39Vd TWi7TW A o ©_ o 000 •' ,.4', " ^r a cope me c o • oo 6LbS9ttLSte :° 0 0 0 o ro O 6 cco e A .• 0 000 Q 00c m m 0 00 O 0 0 O 0 © 0 O © 000 00 0 0 o 0 }e0. 0 00• Ffrr 0 0 a v 0 e 0 O 6 0 0 0 0 6 e O • © 0 000 0 0 0 .0 000 o m m Q 0 6 S© 0 0 0 d O 0 0" '0 0 00° piriddet • n • Description Insulation fastener for wood, steel and concrete decks Galvahuae hex Suess plate. Po1YProPYlse locking Plan 1r su1Mion and membrane fastener Qalvalume AZ50 sitess Phu Polyethylene stress plate Insulation &Mena for steel and wood decks Galvahwue A25S stress plate Polyethylene stress plate Insulation faster for std and wood decks Gab/plume AZ5S steel plate Polyethylene plastic plate Boa IL 3001334 .I L 3000857 11 3004091 011757.12.00-1 011757.04.01 -1 011751.05.03 011758.08.03 00NK20869 2 /h x 3 le 3" x 3 'A" Various 3" square 3.20 round Various 3" round 3" round 3" round 3" round Y9S:ZT LO0Z'OT XY11 Manufacturer (With Current NOA) Onion Fasteners Inc. Construction Fasteners Inc. Construction Fasteners Inc. ITW Ruildex Ned FAdRC 4470 111.. 790 1TW Hulickx ••••• • ITW/ AMU • • • • • • • • SFS &idler, Inc. " •• • SFS S1aer, lnc.•••••• •p10•• • SPS , Inc. i ••• • • • The TgvT�stCorp.••.e•. • •••• The T$- Corp. .61 •• • The Tru -Fast Corp. 02.15.00 01.12.00 01.12.00 12.07.00 04.25.01 05.30.03 08.11.03 06.08.00 NOA No.: 064418.86 xpirat[ea Data: 09/13/11 Approval Date•. 09/14106 Page S or 44 A /RATC /RAF RA:PT Jaa7 /ar,r. •••••• • •••••• • • • •••••� • ••••• ••••o• p••••• • • • • 8 abed • 6L $11XTL, s 0 p • • P 6 0 X.00 • oom $ :ee e 0 . o e 0, • o Deck Type 1: Wood, Non-Insulated Deck Deseriptlon: 19 /u" or greater plyotskrd qr froQd p1 System Type E(7): Base sheet is m echauiu4l i hgd Yi 6 •e e e • • All General and System Lhnitatlons apply Base Sheet: One ply of CertainTe ed GlasBase, Potygta s Base, Elastobamm, Firestone MB Base. JM Pew -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as t described below: f Fastening #1 : j j Attach base sheet using 1 I ga. annular ring shank and 1-5/8" diameter tin caps spaced r o.C. in a 4" lap and 8" o.o. in two equally spate staggered rows in the et • cc0 ce• • 0eo p • e e 0. 0 •• eo 0 • e 'deck. p ..• ee Y96=Zt LOO Ot 1.VT4 cache_ of geee --t- Fastening #2: Attach base sheet using Buildex Roofgsip Fasten= and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Past HD with MP -3 Plates spaced 12" o.c. in a 4" has and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply (Optional) One ply of Elastobase, Modibase, Parma Ply No. 28, Elastoftex S6, • .... • Elastollex V,1lastoflex V 2.5 or one or most plies of Type 1V or 10 plysheet . adhered in flail mopping of approved aspbalt applied within the EVT t •aand are, .° • • rate of 20-40 Its. /sq. or Plastoflex SA V self - adhered. ' • • • • • •••••. Membrane: Ore ply of Polyfleex, Polyflex G, Polyflex CI FR., Polyboud, Polybond O', %Isaacx1: ••••• Mall= 0 or Xtreflex G FR torch applied or OW ply of Etastoftex S6,111koflex . • • S6 G, Elastoflex S6 G FR, Elastoshield TS4 or Elastoahield TS4 FR tbldir or hot ... asphalt applied or one ply ofPolytle x SA P FR, Polyflex SA P; Elasadtlee,Y §A P, • Elastoflea SAP FR or Elastofleex SA V FR self - adhered. • • • • •: ...... • • • Surfacing: (Optional) lasted one of the following to obtain required fire classiific ation • • I. Gravel or slag at 400 tbs/sq or 300 tbs/sq, respectively, in a flood costbf approved asphalt at 60 lbs/sq, 2. Karnak 97 Filtrated Alwranum Aapbalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1'A gal/sq. 3. Koke m Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Mousey Endure Aluminum Roof Cow Weather Check or Pro -Grade Alauwintua Roof Coating at PA gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal/sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Pibe red Aluminum Coating at 1 A gal/sq. Maximum Design Pressure: -52.5 psf, (See General limitation #7.). 0t /80 39Vd TWHTW AldArn `)Sill •• •• • • • NOA NO.: 06. 0410.06 Expiration pate: 09113111 Approval Data: 09!14104 Page 43 at 44 •••••• • • • •••••• • • •.•••• • .•.•• •••••• • • • 000000 A /CRTC /CAS' AA:S'T /AA7/0T /CA 6 abed :6°S�l•: ••• ° • • • 6L e o :°00: • • o c • • • •eo • • e • • C • • • • oe• e c e • • • • v9S :Zi LOOZ'OI XVW e :co • OP4 A O e • ••O e e e • e• e : • e e o • ee o • • e o g e e o • • n e•• ale °• • WOOD DECK SYSTEM LIMITATIONS: : • • 1. A slip sheet is required with Ply 4 and Ply b when usei inechanically fastened base or anchor e c o e •G. O ° pp6 V ♦y • GENERAL LIMITATIONS. • e• e 0 o 1. Fire classification is not part of this aceeptauce, refer to a current Approved Roofing Materials Directory for fine 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 paned sizes are acceptable for mechanical attachmen! 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 cxi 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 r ribbons in three rows, one at each side lap 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 le • • placed every 12' in each ribbon to allow cross ventilation. Asphalt application of citric/Aston . be at a minimum rate of 12 lbs./sq. Note: Spot attached systeuts shall be limited i, ama iIauad • • • design pressure of -45 taa p ...:.. • . 5. Pesor spacing for inulatian attachment k based on a Minimum Characteristic Force ( .value of; ... • • 275 Ibf.. as tested in compliance with Testing Application Standard TAS 105. If the faap . • as field-tested, are below 275 lbf. insulation attachment shall nob be acceptable. • • •. • • 6. Fastener spacing for mechanical attachment of anchor/bass street or a attachme u' s basevl on a minimum fastener mistimes value in conjunction wlh the maximum design value liaecl•aaitbin a specific system. Should tbtta fastener r+esiaance be less than that required, as determine by the • ....' Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida reisisterecl Professional Engineer, Registered Architect, or Regiaered'Roof Consultant may be submitted. Said . • . • revised fastener spacing shall utilize the withdrawal resistance value taken front 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. Fattener densities shall be increased for both insulation and base sheet as calculated is compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect. or Registered hoof Consultant (When this limitation is specifically referred within this NOA, General Limitation 19 will not be applicable.) 8. All attachment and sizing of perimeter gaiters, metal piofilc, and/or flashing terminaunn designs shall conform to 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 COMM). Neither rational analysis, nor extmpolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When thh limitation is specifically referred within this NOA, General Limitation's? will aot be applicable.) 10. All products listed herein shall have a quality assuttwce audit In accordance with the Florida Building Code and Rule 98-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE 0t/60 39Vd NOA No.a Oa- 0410.06 Expiration Date: WI /Mil Approval Dace: 00/14/06 Page 41 of 44 •..• • • •••••• • • ..•..• • • •..••• • 00000 ••..•. • • • 000000 • • ••.••1 • TWVTW A1d -ftS :vitt f /CATC /CAC RAFT /nA7 /AT /CQ - - --- OT abed . FU 14 ii1 - i.ouiingSystems • • •0• • • • ••• 6L eciLSl &£ • • • •i•••0 • • • • roe • • • • • 0 • • • • • • • • • o•o • o • • ••• Ply Sheet: — Typo 02 • • • ® M branet NPOLYALL PLUS", POLYPAM PL r. L W I. PUS hest • • • • • • . • e••• a o • e • • beeline No Limitation " 29. Deck: C •15/32 • • ELLS s ZT LOOZ'OT XVEl raw u Insulation: — Polyisocyenur to or po yisoeyanuri>s[•elecoClogsI' Pt it? tN e.9.•0Ieer•fiber (7 /16 In. min.), portlte (3/4 in. min.) (mad:en:sally fastened or hot mopped). • ••• • • o • so • • • • • • •• • • Pty Sheet: — Type G2, hot mapped. • • • • • • • • • Membrane: — "POLYALL PLUS ", "POLYRAM PLUS° Br "iOI YSTOEL PLUG°, keakfuled. 30. Deck: NC Incline: Na Limitations Insulation: — Polyieocyanurate, potyisacyanurate composite, partite , any thickness, mechanlcally fastened or hot mopped. ply Suet: —Type 02, mechanically fastened or hot mopped. Membranes "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL PUS ", heat fused. 31. Deck: 1-1/2 TeiG Incline: No Limitation ease Sheets — Type G2, one or more layers, hot mopped, loos* bind or mechanically fastened. Insvlatiaat »- Palyisocy*nurate, 1.5 In. min. Insulations -- Partite, 3/4 in. min. Ply Street — "ELASTOFLEX V", heat fused, hot mopped or mechanically fastened. N.mbranet -- "POLYALL PLUS'. 32. Dea:k* C •15/32 Inclines 2 -1/2 Barrier Board — 1/4 in. (min) G -P Gypsum DeneDack® with on Joint ste9ered Base Sheers -- Type 02, mechanically fastened. Menabrenec — "POLYFLEX G PR ", heat fused In place. 33. Derck: NC Incline 1/2 6 in. from the PI 0000• • • •• • • • ••• • • • • • • •• •• •••l•° • ywood ■,1ebtts. • • • 000000 • • •• •• Insulation (Optional): — Polylsecyanurate, glass fiber, porlite, wood fiber any combinet1ons, any fastened. Bees Sheets — Type G2, mechanically fastened. Membrane: — "POLYFLi X ", "PGL'tSOND" or "DUFLEX % heat fused in piece. Surfacing: — "300 AFX" Aluminunh Roof Coating at 1 -1/2 g at/eq. • • 000000 ••••• the krtece rnachai1IMli► • • • •• • ••• • • • • • •• • 34. Decks C -15132 Incline: 2 Insulation (Optional): — Polyisocyanurate, periite, wood fiber or polyisocyanurate /periite board, any thickness. Barrier Boort -- 1/4 in. (min) GP Gypsum DensDetk ®, mechanically fastened with all joints staggered 6 In. from the plywood Joint. Base Shoett -- 'ELAST-OBASE` ( pay /sand), mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). Ply Shyest (Optional): -- 'ELASTOFLEX SA V FR BASE" (self adhered). Membranes — "POLYI'LEX SA P FR ". `ELASTOFLEX SA P irR ", "ELASTOPLEX 5A V FR` "ELASTOFLEX SA V FR HT" , (self edhered) or "POLYFLEX G FR ". "DUFLEX G FR ". "ELASTOFLEX S6 PR', 'ELSTOVLEX VG FR', "ELASTOSHIELD TS 4 FR', heat fused. /35. C -15/32 Inclines 1/2 Insulation (Optional)* — Poly1eocvanurate 1.5 in. (min.) with all joints staggered 6•In. (mhL) from the plywood joints. Vise Shyest: — Type 02, mechanically fastened followed by "ftl.ASTOBASE ", mechanically fastened. Pty Sheet (Optional): — `ELASTOFLEX SA V FR BASE" (self adhered). "ELASTOFLEX 0 SGO .YFLEX A PO i, "ELASTOFLEX O LEX 55*. P FR . 'IRA 4 fl. Xe * fused." (seW adhered) or "DUPLE): G FR ". 36. Dackt NC Incline: 2 Insulation; — Atlas Roofing "ACFoam II)" or "ACFoam II" or Hunter Panels "H- Shield ", any thickness. Rase Sheet: — "ELASTOBASE" (poly /sand), heat fused or mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). http:/ /database ul .cnm /cbi- bin/XY V /tcmptate/I.I SEXT /1 FRAMlE /showpas&e.htmt ?naine'T... 2/27/2007 0T /0T 391.dd •••••• • • • 000••0 • • 00000 • 0.0.00 ••000 • ••••• • • •0001• • • ••••• • TWt7TW K4,-WI :1R E, /RRtc /RAs: RR:Ft )RAT. /RT /RA • i.J J 01I j/ nnn MAR 1 8 2300 BUILDING CODE COMPLIANCE OFFICE (BCCgY PRODUCT CONTROL DIVISION ° ° ° ° ° °° NOTICE OF !ACCEPTANCE OA Polyfoam Pr 117 T NO. 5124 MIAMI -DADE couivrv, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375-2901 FA%C (305) 375 -2908 der the applicable roles and regulations governing the use of construction materials. has been reviewed by the BCCO and accepted by the Building Code and Product sed in Miami Dade County and other areas where allowed by the Authority Having This NOA shall not be valid after the expiration date stared below. The BCCO (in Miami Dade County) AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested four the assurance pure ®sees. If this product or material fails to P quality the expense of such testing and the ART perform in the accepted manner, the manufacturer will incur the material expense of tuck esth and immediately revoke, modify, or suspend the use of such product or that this product or material fails to meet the reserves the night to revoke this acceptance, if it is determined by BCCO requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Righ Velocity I4 ®Mane Zone of the Florida Building Code. DESCRIPTION: Polypro® AID 60 • •••• • • • • •• • • • • .••• • RENEWAL of this NOA shall be considered after a renewal application has been filed andthere has bjenoth change in the applicable building code negatively affecting the performance of this product • • • •' • TERMINATION of this NOA will occur after the • • • • • TERials, use, as or expiration date or if there has been a reVisioa) or c�gejn the manufacture of the product or process. Misuse of this NOA as an en product, for sales, i advertising or any other purposes shall automatically terminate this NO.A�n to Ply 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 docltmentation was reviewed by JRrge L. Acebo. MAR 17,2008 01:48P NOA. No.: 06- 0201.02 Expiration Date: 05/10/.11 Approval Date:: 04/13/06 Page 1 of 7 •• • • • • • • • • • • • • page 1 • .V "il. I i• LVVV L)1 to JVJUJUL t')L NU. 114 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves Polypro® ARRJ 60 as manufactured by Polytonal Products, Inc. as described an 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® AR 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 Dimensigrus Polypro ®AH160 N/A Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A Specifications TAS 101 oduct Descri Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: • • •••• • • m • .• •••• • Any Mia Dade County Product Control Accepted Roof Tile Assembly having a c ps NOA %bath. list moment resistance values with the use of Polypro AH160 roof tile adhesive. • PHYSICAL PROPERTIES: rroperty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTME96 ASTM D 2126 ASTM D 2856 •••• • • •••• • • •• •• Results . . • L6 Ibsift.' 18 PSI Parallel to rise • • 12 PSI Perpendicular to vise • • • 28 PSI Parallel to rise 0.08 Lbs./Et2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • • • • .. . • .. •• • • •••• • • .... • • • .• .• • Note: The physica1.propert%s listed above are presented as typical average values as determined by aieepted ASTM test methods and are subject to normal manufacturing variation. MAR 17,2008 01:49P NOA No,: 06- 0201.02 Expiration ate: 05/10/11 Approval Date 04/13/06 Page 2 of 7 • • • • • • • • • • • • page 2 6VVV •LJ'••• JVJVJVLIJL ►UU.7I14 t EVIDENCE SUBMITTED: Test Agency Test Identifier Test Natne/Report Date Center for Applied Engineering X94 -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 12/12195 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[13 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 • • 520I09 -7 •• •- 520191 -1 TAS 101 . • 03/02/99 . 520109-2-1 LIMITATIONS: •0 • • • 0000 • • •• • • • • • •• - • • - •• • • • • • • • • • • 1. Fire classification is not part of this acceptance. Refer fer a _ the Prepared Roof - - - • - 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 sop. Wag 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 1- STICK roof tile adhesive with their tile assemblies shall test in accordance with. TAS. 101 with section 10.4 as notified herein. t' t F w 2. F =- MS MAR 17,2008 01 :49P NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 1 page 3 �n�• + r. LVVV 1 . [Jim JVJUJUL 1)1 11U.7114 r 4 INSTALLATION: 1. Polypro® AH160 maybe used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® ABI60 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 went resistance, expressed as an uplift base 1 system, to meet or exc eed. the uplift resistance detained in compliance with Miami -Dade Comity Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AHI 60 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 eratin lnstrUction and Maintenance Booklet. g 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. Calt1ration of the Foampro® dispensing equipment is required before application of any adhesive. The .Mayo 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 tie as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTZ 1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be expo permanently to sunlight. 8. Tiles imust be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes der Polypro® AH160 has been dispensed. •... 9. Polypro® A}1160 placement and minimum patty weight shall be in accordancawith the Placemej t Details' herein. Each generic tile profile requires the specific placement noted gip. .... Table 1: Adhesive Placement For Each Geneve Tile Profile.. • Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barre ) Flat, Low, High Profiles #2 Flat, tow, Him Profiles #3 Placement Detail #I #1 Single Paddy Weight Min. . ams 35 17 /side on cap and 34/yan •••• • Two Pithy Wei, perpaitly Min.. 24 �•l N/A 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required* the Building Official or applicable building code in order to properly evaluate the installation of this system. MAR 17,2008 O1 :50P .• NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • • • • • • • page 4 • .vvd •LV,t'I JV70)UL17L ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NO. 5124 F. a • • • • • MAR 17,2008 01:50P NOA No.: 06-0201.02 Expiration Date; 05/10/11 Approval Date: 04113/06 Page 5 of 7 page 5 • 4. V VV 1. L{J 11111 JVIVJUI!J1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nafb Paddy It,) Unda►fainuent � c�nent y NO. 5124 P. 6 FiddY Rama fie) inA4 1 2 frt. EntClesute MAR 17,2008 01:50P • • .. . . • • • •• •• • • .f.0 • • • • 0000 • .. • • • • • • •• •• •• • . • • • • .00. • • • • 0000 • • • •• • •• • • 140A No.; 06- 0201.02 Expiration Date: 05/1,0/1] Approval Date: 04/13)06 Page 6 of 7 • • • • • • • • • • • • • page 6 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF TES ACCEPTANCE MAR 17,2008 01:51P • • •• • • ••. • •••• • •• • • • ••• • • • • •••• • • • • •• • •• • • • • • • ••. • •••• • • • •• •• • • • • •• • • • • •• • • .• • • • • • • • • • • • NOA No.: 06- 0201,02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 page 7 JvJUJUL171 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NO. 5124 • • • •••1•• • •• MAR. 17,2008 01:50P NOA No_: 06- 0201,02 Expiration Date; 05/10/11 Approval Date: 04/13/06 Page 5of1 gage 5 JviVJUL1JL ADHESIVE PLACEALENT DETAIL 2 SINGLE PATTY NO. 5124 MAR 17,2008 01:50P •• • • 1••• • • •••• • • •• •• • • • • • •• •• • • • • •• • • • • •• • • • • • • • •••• • • • • 1••• • • 1 •• • •• • • • • NOA No.: 06- 0201.02 Expiration Date: Os/i0111 Approval Date: 04/13/06 Page 6 of 7 • • • • • • • • • • • • • • Page- 6 '�`/ "" JVJVJVL IJL ADRESrvZ PLAcnnzrr DETAIL 3 DOUBLE PATTY rvti. )1 (4 Utile paddy wider Ile - Single dr bete/mile - - the / ►.medfum sirs paddy one cans. only • • 0000 • • • • • •• • • • • • • • • •• •• • • • • END OF TIM ACCEPTANCE MAR 17,2008 01:51p •••• • • • • • • •••• • •• • • • • • • •• •• •• • • • • • • • • • • •••• • • ▪ •••• ▪ • • • • • •• • •• • • • • • • NOA Na.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 0413/06 Page 7 of 7 page 7