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RF-09-1529
BUILDING PERMIT APPLICATION FBC 20j Permit Type: BUILDING (ROOFIlh. Owner's Name (Fee Simple Titleholder) C / 4t Ifs Owner's Address q Sio n s( , f/, Jt t ,Jo City Y / I / 1rn1 5/ Alt: State ( Tenant/Lessee Name Email Job Address (where the work is being done) 13/0 6/,,rt✓,vk �j ✓ s7 City Miami Shores Village County FOLIO / PARCEL # 1 I-z, 6 -o — / Is Building Historically Designated YES State Certificate or Registration No. CC C / 3 2 3 > 6 Value of Work For this Permit $ 623 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Au e z Z ip . 31 NO Type of Work: ElAddition ❑Alteration ❑New Describe Work: P. �� " Ikon Co( o*.- `� &CI Miami -Dade Master Permit No. Phone # Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Zip 33 i Square / Linear Footage Of Work: Repair/Replace kt SEP 1 4 2009 B: _ - __ Permit No. Ob 623 Flood Zone Contractor's Company Name 4 f f ', f Y J ," Phone # • OSS1 Contractor's Address / 9/ /14,! C City � U State A Zip 33! 4 Qualifier Name "OS v'4W 47 Phone # 'Contact Phone 706- V " .E E -mail la2. ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OG dC Submittal Fee $ S Permit Fee $ Ts-6 CCF $ if GO /CC $- Notary $ Training /Education Fee $ '1 b Technology Fee $ Scanning $ �� Radon $ DPBR $ Bond $ Double Fee $ 0 Violation date: Structural Review. $ Total Fee Now Due $ 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: A promise in good faith whose property is sub for the first inspectio inspection will not be Signature Saco .' on tot e th a copy of the notice o ct to attachment. Also, a c which occurs seven (7) d a. ro % a d a reinspects. Owner or Age t The foregoing instrument was acknowledged befo - me this /3- day of SOPM*20 n by e hi •i79rt' 2 who i ersonally known me or who has produced who personally knowjto me or who has produced as identification and who did take an oath. NOTARY PUBLIC As identification and who did take an oath. ,;'" "" DAVID GARCIA `- MY COMMISSION # DD772330 EXPIRES January 21, 2012 NOTARY PUBLI Sign: Print: ©khO My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPROVED BY lans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer ce of a building permit with an estimated value exceeding $2500, the applicant must ommencement and construction lien I brochure will be delivered to the person tified copy of the recorded notice of ommencement must be posted at the job site ys after the building permit is issu:�. In the absence of such posted notice, the fee will be charged.. g11_ Contractor The foregoing instrument was acknowledged before me this 15 day of isi h. (/L , 20 4/, by ti))//-5-Iv," 0",v)/Z# Signature Sign: Print: * * * * * * * * * * * * * * * * * ** My Commission PI( ira¢• 0 - 9y C//- DAVID GARCIA MY COMMISSION # DD772330 (407)398 -0153 FloridallotaryService.com Zoning Clerk checked A -1 CONSULTING ENGINEERS, INC. ROOF STRUCTURES CONSULTING UPLIFT TEST EXPERTS L.A.B. CERTIFICATION No. 01- 1224 -5 4383 SW 70 CT, MIAMI FL33155 TEL 305- 740*9550 FAX: 305- 740 -9550 09/15/09 Permit Number: F t /S2- % o T (' I/We P' I exhusuLT iN ENni>Ntc6,�►,S have been retained by i Q J r I ` 1 o ✓ i to perform special inspector services under the F on a Building Code, property located at: 93!�. .8it , cd r4 Li/o. as of 0 f ® (date). I am a registered Architect / Professional Engineer licensed in the State of Florida. OSB &Z Forms \Roofing PacketSpedal Inspector.rtl Created on Monday, July 28, 2008 3:18 PM NOTE: ONLY INITIAL NEXT TO APPLICABLE ITEM. SPECIAL INSPECTOR FOR INSTALLATION OF ROOF TO WALL CONNECTORS AS REQUIRED BY F.S. 553.844 SPECIAL INSPECTOR FOR RE- NAILING OF SHEATHING AS REQUIRED BY F.S. 553.844 AND THE FLORIDA BUILDING CODE, HVHZ SPECIAL INSPECTOR FOR ROOF SECONDARY WATER BARRIER AS REQUIRED BY F.S.553.844 OTHER The fpllowing i ividual(s) employed by this firm or me are authorized representatives to perform inspection* &'Z�ia,r B JJJY/7�✓ 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The Qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCBES Fundamentals Examination; or registration as building inspector or general contractor. 1/We will notify the City of Miami Springs Building Department of any changes regarding authorized personnel performing inspection services. I/We also understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the City of Miami Springs Building Department Inspector. All mandatory inspections, as required by the Florida Building- Codejmust be performed by the City of Miami Springs. The City of Miami Springs building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the mitigation inspections, but prior to the mandatory roofing tin cap, I/We' will submit to the Buikfin finspector a signed & sealed certification report indicating ALL required repairs in compliance with the above mentioned �rol on. * ", _ t 122770 ' at/7-773:---4.4 � �?T� Print Name Signature of Engineer /Architect License Number Date y3c S4' 7z7 C'7 -:E `. A-6 3-31.53- SEAL: Address 303 � Phone Number LU r f fI Florida Building Code Edition 2002 4 200 ��P . a Section A (General Information) B` ii iiiiiiiii Permit No. Process No. -� fo,'itrr 5,' t//Ck4 Job Address /0 '/ SC /I &a 49 �G /n !Will l Low Slop. w 0 w u_ 123_01 -48 5/03 PAGE 2 Contractor's Name den Min um Ions Uniform Punt ROOF CATEGORY ® Mechanically Fastened Tile I Mortar/Adhesive Set Tile O Metal Panel/Shingles 0 Wood Shingles/Shakes 0 Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION 4 q71 ... • Are there Gas Vent Stacks? Yes ❑ No $I Type: Natural ❑ LPGX ❑ Roof J Re- Roofing 0 Recovering 0 Repair 0 Maintenance w w U � D .o Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) o D f> o 0 O 0� w • w Section B (Roof PIanl Sk6t. Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow and overflow drains. include dimensions of sections and levels, dearly dimensions of elevated pressure zones and location of parapets. nereoe■ ilimm ee+ reMMeeeeoMeeeseeeMeseeeeeeeeeee usim Meeeeee.rier.ommoeee■ IMMI• MMUMMMMMMMMMM MMMeMMMMMMMeMMMIIMMerMMMeMMMMMMeeeee eeMMMeeeiMMV AMMM•MMMMMM rMeMeeMMMMMENWEI ■ ■ MMeMeeeMeMMMeeMMMMMeeeeMMMeeMMMINIM eeeeCAi/Meeereeee■ MM IerrM MM MMMMMMMM Me MM eMMeeMMer■usimmeMM■ ■ eeMeMeeeeMMMreM ■iMMMMMMU ■.AS•1/MeM■ IMMMMMUMM MM MMMMMMMINMMeMMMeMMeeeMMMMMMM ee eMMereMMreeeMMMMMMMM ■MuUMMMeeeliMee■ IMeMMU MrrMMMMMreMMMMMMMMrMMMeereMMIMMeMMeMMMeMeMMMMrreeMMIMUMe eeeerUMMMIMOMM IM ■MMMMMMrerMMMMMMMMM ■■MMMMMMrmimm MMMMMMrMMMMMMMMMM ■rMMO ii MMeMM.MIIOM■ M M IM iMNIMMMMMMMMMMMMMMMMMMMMMMMMMM M MMMMMMMMMMMMMMMMMMMMe M■MMMMUMaMMMMe11eMM■ IMMMMMMMMMMMMMMM MMMMMMMMOeMMMM MMMeeeMMMMMMMMMMMMMMMMMMMM .71oMeMM■ ■MMMMIIMMM■ IMM■ MM■ M■ M■ MMM eMMMM■ eMMee M■ ■.MMMeeee!1►MJM.Mereeoeeoeor. •I MMMMMerMEMMMI IMMMM rMe■ MMMeMMeMMMMMMMMeMMMerMMMMeMMrreUL'\ rMMMeMMMMeeMMMM MMeIIIeMeMere•Mu•IIMMMe IMMeMMMMMeMMMMMMMMMMMMM■ MMMMMINMeMMO ∎VANMMMMMMMMMeMMMMMMOVO MMe•MMIMUUMe11MMMM IMMMM■■e uMMUMNI MM MM■■■ M■ Meee■ MR■■er M■ MMUM Me e■ e■ ■e ■ ■Mer.M\I/ruuMmueuMMMMe11uMMM IM M M.M.M.Mrr.n..rr..M.MMMM..IMr.M■ rlee■ r■ MM .MM■.eu•7 IUM .: .M M .MM. M.I M C.CCu u C.r.•CCI.MM. i r:rrMCMMC. .r p' :M IOMMMMMC.. , CM..CM II MM.: rMMMMMMMMMMMeeMM M MMMMMMMMMMeMMMiI ooMM■ uMMM11ei.M IMMMMMMMMMMMINMMMMMM I M•Mri IMMIWAImMM6 MrrrMMMemM'A.i ■MMMMMiMM..Ii.MM■ IM MM■■MMM■ MM■ MeMe■ •MMMMMMMMMee■■ ■■oMa1 ■ee!rn.Maui •MerureeemMM►MeUM. r.MMM11MMM■ r ■ooMMMMMMMMMMMMMerMMMMMMeMM ■.MMMM Ieli•MMOM■ Mei O eos� MMMeeeeM■ r.MM.IIMM e I.MMMMMMMMMM erre■MMMMMe■ MMeeMMMeM■■A rrP%■■■ M ■Mer•MMMMMeee•MMrr'MUMrruuiiIM■ M m McM M1M�1 . e.MMMMeei . .MML l Mii . M MMYMMM■ IM.. rr...r Ma.. r.MM M MMr.. Mr. M. MI C MmM I IMM. M .r. INEOMM tM MrI Mr... M: M M M M. M a,.;M;.:::MP M.M.MI IMMMMMMMMMMMMMMMMMM .■■MMMMMPCJMMERNAMM.Merr. Meer ■UMMIMMIM1MI000M■ ■ ■. -- 14 i..MM.r. m mi si i a1. rMMrr ee. McMMMMMMMMmummemmeMMera miimeegacreui "7e17' Low Nrmffa'MLpummiMMMMMMd IMMMM.■MMMMMMMeMM ■■ ■MMM ■ eMM■■ ■MMM ■■ rMMMese9MeeeM ro &. ulEMmieommocuraBIMM rUM•BM ■ r MMMMMMMMMeeMMMMMMMMMMMMMMM MMMr W `■■Mee MM I uM NOW ONSION WORA 11MMei I e•MMMMMM IM. MM MM•M ■•M•MMMMr•MM•Mreee•MMMMIMMI S ' MMeeee.MMMUMIC Ie!II MM1fW' O:711. uMMMMu.M IMMMM..M IM..MM:Cr: MEL'UML..IMMQ',JJJI �::.' iu.MMII rMMMMem MMMMe mismiMMeMMMM■ ■ranoiAll sivn m ammAmUI' � mmcill= rMM:4Meeer■ M 1 ■MMMMMMIIMMMMMMMMMMMMMMOeoM oMMMOMLrbeelr■L?M ai6M4 eII <3IrI15A1 I11M■ M1imm uiM IMUNIMMMMMI MMMeMMMrMMMM MMMMeeMeM�ei■NMNM4 rM' JMIvrMMUMALML4AONI elili INNEMMMMMMMMMMMMMi MMMMMM MMMMMMMMMMMMMMMMMMMMSO WIMMAIM��" ICi� MRAJMPrAKa 'lknli!�!MMMMMMMMM NIMMMMeMMMM ■ MMMMMMoMMeMMMeMMMMMM OeeoleMIMMIP ,l,F,nirIA�M5I�3+MIETAM .. V! � I. MrM rMmrr MCCr .aCr.CCr uZim aimmuIir IMMM MMM MMC CCMBC MMCC. MMMCC M d..M..MCaMMCM.rMIM'CM�IA • Ch�I C�:r Im llinin :..CM:MMMI ul.M.MMMMMMMMMMMMe ■MM.MM.M..MM MMMe ■MMerr' I"Mi BemmmSiF1Li3r"rtlovenlu uuM ■MMMMM■ imomMMMMMMMMMMMMMM .MMMMMMMeMMr MMMreMMM■A MMrMMS`.S '1u1 OniaSIremprM9IMM.MMMMMMr IeMerMMMeMMrrrimmomMMMMMMMrrreereeeMMMMMMtiirie ff "ming'•'imwilmwe rwrwommum Meerr ... • MtA Mt taADE COUNTY ,Irverig Excellence Every bay SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. e i cs 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. Renal ing 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 Co mon 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. (!' .Eosed en E x osed o en beam ceilin s are where the underside of the roof deckin Ceilings: P P g decking can be viewed from below. The owner may with to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. ding 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. fi/2. 6 Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. ntilation: Most roof structures shout of the structural assembly (the building its el Exception: Attic spaces, designed by a Fl venting, venting shall not be required. Owner's /Agent's Signature- Contractor's Signature- Property Address. 123_01 -154 3/09 q gti yN e' t,tpv e e existi rida - license • me ab Witto vent .natural ai�rrlow through the interior • arpourZt,ol:t�tiq verttihtiop s not be reduced. enotet►ecir ? isfeztd :aQci itect to eliminate the attic • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • I • Data: •• • • • • • • • • • • •• • • • • •• Pe Number- L • •• • • • • • • • • • • • •• •• Tile Roof System • MIAMI DE Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System "DeGdennn Excellence Every Day" ,COUNTY Roof System Manufacturer Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Roof Slope: Roof Mean Height: 3 "/12" 12 Method of Tile Attachment: Hook Strip /Cleat gauge or weight: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: I Monier Life Tile ft. 07 1023.07 P1: Altemate Method of Tile Attachment per NOA: 45.1 1_Adhive Medium Paddy Polyfoam Polypro- -3" face 26 ga.— — Galvinized Metal— P 2: 107- 1023.07 — Select Hook Strip — 78.6 P 3: Maximum Design Wind Pressures, (From the NOA Specific system): 45.5 p Fill in the specific roof assembly components. H a component Is not required, Insert not applicable (n/a) In the text box. 1 1/4" R.S Nail Deck Type: Optional Insulation: n/a 116.2 —5/8" Plywood— Optional Nailable Substrate: In/a Optional Nailable Substrate Attachment: I n/a Basesheet Type: ASTM #30 Fastener Type for Basesheet Attachment 11 1/4" R.S Nails 6" o.c. @ 2 rows 12" o.c. I Tile Underlayment (Cap Sheet) Type: IPolystick P, TU Plus Tile Underlayment Attachment Method: Medium paddy of 24 grams of PolyPro • • • • •.T`iiq 'ofg: • • • • •. !Vanguard RoII •. • • ••. •• • • • • • • • • • • •. • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • . .. • • ••• • • •• • • • • • • • • •• • • • • • • • Florida Building Code Edition 2002 Hurricane Zone Unif nn Permit • : Form. Section E (Tlle_Calculatlonsl For Moment based die systems, choose either Method 1 or 2. Compared the values for M with the values from M1 Tithe Mr values are greater than or equal to the. Mr values, for each area of the root; then the the attachment method is acceptable. Method h 1 "Moment Based Tile Calculati Per RAS 127" r, (Pa: •1 AIL -41 • • alga —Mg: ' =Art J NOA M1 T c/ S (P2: • 1 r x l- 0. 2 1 • 22,71 - Mg: - lYl ft • NOA 11f z 0. qa • — Mg: , 5, = 111,43441.th NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M • • • • • • • •• • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • Ma= MILAN IA � MAIM F Mean Roof AaIght — Roof elope 7:12 M Required Moment Resistance' 15' 20' 27.1 40' 28.2 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 F,. If the F' valves are greater than or equal to the F values, for each area of the roof, then the tile attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: zl: = s w: ) - W x cos 8: = Fn: NOA (P : :1• _ x w: = ) - W z cos 8: = Fes: NOA F (P : z 1: = z w: _ _ ) - W: z cos 8: = Fes: NOA F' Where to Obtain Information Doscri on MINV Pl orP2 orP3 H 11, Fr Where to find Job She N. N•A NOA • • • • • • N•A • • • OA 123_01-48 5/03 PAGE 5 ••• �. • • • •• •• • • • ••• • • MIAIWADE COUNTY, FLORIDA METRO-DADE FLAtLER BUILDING BU DIG CODE COMPLIANCE OFFICE (RCCO) 140 WEST FLAMER STREET, SURE IfRI ✓ ' LWNTDOL DIVISION MIAMI, FLORIDA 331341363 (305) 373001 FAX (305) 375.29011 NO CE OF ACCEPTANCE OA Mo IAMt., LLC 200 Road Wales, FL 33898 SC FE: ' NOA is being issued undo the makable rules and regul:tiau governing the use of construction materials. The i : , < . , submitted has been revkwed by MianiDade County Product Gutted Division and accepted by Board of Rules and Appals (BORA) to be used in Mai Date County and other areas where allowed by the uthority Having Jurisdiction (AHJ). Th'; NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Div on (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to ha - this product or material tested for quality assumnce purposes. If this product or material faits to perform in the a , s _ , manner, the manufacturer will incur the expanse of such testing and the AHJ may immediately revo modify, or send the use of such product or material within theirjurisdiction. BORA reserves the right to oke this acceptance, if it is dete mivad by Miami-Dade County Proms Control Division that this product or • fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been deigned to comply with the Florida Building Code rnci e ' g the rJ • �ity Hurricane Zone of the Florida i' li Building Code. rd D , ON: Vanguard Ron Concrete Roof Tile FLING: Each unit shall bar a pelmsnent label with the man's name or logo, city, state and statement "Miami-Dade County Product Control Approved ", unless otherwise noted herein. WAL of this NOA shall be considered after a renewal applies ion has been filed and there has been no in the applicable building code negatively affecting the performance of this product. ATION of this NOA will occur after the expiration date or if there has been a revision or change in the tip, and/or manufacture of the product or process. Misuse of this NOA as an entlinsement of any pod ' " for des, advertising or any other purposes shall arnomatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. TISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the nation date may be disphryed in advertising per. Many portion of the NOA is displayed, then it shall bed ne in its entirety. IN ECTION: A copy of this entire NOA shall be provided to the user by the mfr or its ors and I be available for ink at the job site at the requestOfiliaBiliting O iciaL" This NOA consists of pages 1 through 7. The bmitted documentation was reviewed by Alex Tigers. • • • • • •• ••• •• • • • •• • • NIA No.: 07-1023.07 ' : : 0 • faplgdba Date: 12/16/12 . . APB Date: 12/20/07 • • •• • • • •' Page 1 of 7 ROOFING ASSEMBLY APPROVAL Caterer,: ,: Roofing nr: Low Pry Roofing Tiles • Concrete 1. SCOPE This renews a system using Monier ladle Vanguard Rid Caliente hoof Tile, u manufactured Mader Mae LLC Pemnpeu m Beach, FL. and deserftred in Section 2 of this Notice of Acceptance. For locations where the peke mqubentents, as determined by aPplcable d Code does not exceed the desilpt pressure vales obtained by calculations in compliance with RAS 127 wing the values listed l sectian 4 herein. The attachment amens shall be done as amoment based sue. PRODUCT DESCRIPTION J�enrrfiel�ar�ai by Monler Lifetile LLC Vanguard Roil Tile Trim Pieces 2.1 SUH1rIITTED EVIDENCE: T�It Redland Technologies Redland Tec logics Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Manikin =16 -1/2" w = 13" h" thick I = varies TAS112 w = varies varying thickness Ted Iderrtit� Tit 1is 7161-03 Appendix III 7161 -03 Appendix II PO402 Product Low profile, interlockkg, high pis:su e extruded counts roof tin d with one nall hole and &mble tell riles For direct deck or battened nail on, mortar or adhesive set sR Accessory dim, concrete roof pieces for use it hips, rakes, ridgy and viliey termimdons. Mmithettned for each ale prole. Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 148 (Nail -On) Wig Resistance Testing of screw vs. smooth shank nails Static Uplift Testing P'A 101 (Ad h►e Seta .. • . * . .PAt 41 : • •' P063141 Wind Tunnel Testing $A,108 Mott. Set). • • 94 -060B 94-084 Test Entlikanin TAS 112 ••• • . • • • • • • • • • • • •• •• ••• • • • • . • • • • • •• • • • • • ••. • •. • • • • •. • • • • •• • Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 09- 1023.09 :: •: • l Data 12/16112 : • : : :APPi Dan;: • • • • • •. Page 2 of 7 • ••• • • Redhead Technologies The Cedar for Applied g, Inc. The Ceder for Applied Eagimarkes, Inc. The Cutter far Applied Engineering, Inc. The Cantor for Applied Engiaterift, Inc. Celotex Corpora hating Services Wafcor Engineering, Inc. Walker Eftinaering, Inc. Walker Engineering, Inc. Waller Engineaing. Inc. Warr Lingkeerig, Inc. Water End Inc. Walker &gingering, I Nth Engineering Letter Dated Aug. 1, 1994 Project No. 307025 Test #14 C -760 25- 7183 -1 25- 7183 -2 25-7214-2 25-7214-6 528454 -2 -1 520109 -2 Calculations Evaluation Calculi Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluates Calculations TAS -112 Wind Tunnel Testing PA 108 (Nail-On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Sic Uplift Testing PA 102 (2 Qu& Screws, Battens) Static Uplift Testing PA 102 (1 QU& :Drive Screw, Direct Deck) (1 Quit -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic MultiOier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25 -7804 -4 & 5 25 -7848-6 Amodynamic Multipliers Two Patty Ati1esivo Set System 13343.1 •• ••• • • • • • •• • • • • • .. . . . . .•• • • •• ••• •• • • • •• •• • • .• •• • • •••• • • • • • • • •• • •• ••• • • • •• • •• • • .• •• • • •••• -• • • . • • Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 Marob, 1995 Sep. 1998 Dec. 1998 Angust 2007 Mamie 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 ••• . • • • ... • NQA No.: 07- 1023.07 • : E8 Data Mien . . A .. Date» 12107 .... • • Page 3of7 T Mork, 4Natle Vans Rol Monier LOA* Wooster LIMITATIONS 3.1 Fire classification is not putt of this . 3.2 For motor or adhesive set tile ap�ado s, a static field urdilt teat shall be pied in accordance eta RAS 106. 3.3 Apps dud main the soviets of a hfiemiaade Canty Coded Laboratory to perform q rterly Meet in accordance w&h TAS 112, swathe `A'. Such testg shall be submdtted to the Building Code Compliance Office for review. 3.4 1Wkimum undeelaymou shall be in compliance with the applicable Rooms Applications Standards liked section 4.1 hmein. 3.5 30/00 hot mopped urderlayrmom applications nay be installed porpondicukr to the roof slope mikes stated othanries by 6e underkyaaut ewer al assesfactwers published li ersMde. 3.6 Thi aloe is for wand deck applicatioms. lime deck requirements shall be in complience with a building cede. INSTALLATION 4.1 Moiler Lifetile Vanguard Roll Concrete Roof Tile and Jill components siali be belied is Met complimme with Applicatios Steadied *AS 111, RAS 119, end RAS 120. 4.2 Data For Ateakeaat Calculations Tao PPM(' Table 1: Average Web" and Wmeneines 0'w Vkdf"-W 014 9.2 L 0.286 Table 3 Tie air 6.30 3"' :12" I'':4r . — Diraci Satins Direct _ Doak 6 T4 6.0 6.16 . r :lr 1":1 r: or wester Mikan Direct Deck .78 5.44 Mut Battens 'what Doak 6.76 4.92 6.60 - • - due 10 1.38 • • • • • • • .. ••. •. • .. •• • • • • ••. •. • • .• • • • • • • •• • • •. • • .• •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • . • • HQA No.s 074023.07 • • • • • • • Date E � 1711f112 • • • • • ..• • • • • •.• • • • ••• • We WNW Wldlb.w 11 1. F.1 ea 7 • • P T 4 Redolence liapesseed as a Moment - Mr OW) for Nalt-On System T he Faatthier Type Moat Deft Moat Deck [ 1 11113r Ob. i 2" *wood) Monier Mae Vanguard Oki TVs 210¢ Nina Shank Nails 1-Wd Smith or Screw She* Na3 240d Smelt or Scree Shank Neils 118 2 8e 1 -10d Shank Nsi 1.10d or Screw Stank Nailt 2 -10d X000► or 0cr Nals er &sew 2 -10d ; or Scow Na Shank iic Maw CIO 27:8 8.8 18.4 25.8 47.1 24.3 19.0 35.5 31.9 37.4 11.8 21.9 25.8 47.1 24.3 19.0 35.5 31.9 28.9 4.1 7:1 22.9 .1 34.8 .2 Table f: Attachment Resistance Expoessed as a Msmsnt M1 044 ---.y for Two Potts Admit. Set S TN. Tile Application Minimum Win; P+e Resistance Welk Vanguard `Roll TNe ' Vie 28.1= Table T: Attacks Resistance e E aprd at a Mun t - M! x-1114 for Sin& Pat! A $M Systems The Tile Atli T P R P ae Pg p 88.4�1� .. ... .. . ... • • • ... • • • .• .• • • • • •• • •. • • • • • .. • •.. • • • • •••• • •••• • • •• • • • • • • • • • • WA lies 0'-$833.87 . .. n'be�ocl x t3=,W12 • .... • A Page 5ef Table S Altlted as • Mgt • Nlr floe Mohr TMe A Peal Marder Ueda Wowed Rol TIe 5 900 spec* maw memdachnre NNW ci Aeoeptanee BUILDING PERMIT REQUIREMENTS 6.1 Application for permit sball be accompanied by copies of the following: 6.1.1 This Notice of Ace. 6.1.2 Aay other documents required by the Building Official or applicable building code in order to properly evaluate de legation delis system. LABELING A9 tile shall bear the imprint or Wadable arrtdag of the aentfactwees mane or logo as shown below, or following eatement "Miami -Dale Caauety hale Control Approved". VANGUARD ROLL hansialarms LLC, VAS MIL TILE IDEEMCATION M*1a (Fount , PL PUNT) LOCATEDU ITB Tux • .. • • • • .. • • •••• • • ••• •• • ••• .. • • • •• • ... •. • • • • • • • • • •• . . • • •. • • • • • .. • • • •.•. •: • • • • • •N0A Nos:074023.67 • • • 1VW12 • •• •: • %pgrnabt des13 167 Page 6 of 7 PROFILE DRAWING its VVNcuAao Rou. eon Rocs T END OF THIS ACCEPTANCE ....... • .. .. • • .. • • • • .. • ••• .. • .... .. • • ... .. • •••• • • • •••• • .. • . • • .. • • • • ... • • • .. • . . • ••• • :: 104 Na::im i @23.1 nay Page 1 MIAMIODAD1= BUILDING CODE COMPLIANCE OFFICE (B&CO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pofyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (130RA) 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 AHI (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 mennibet rer 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, IB/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 affting 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 th .userhy ttfdn hnlrf$c0uk or its distributors and shall be available for inspection at the job site at th+e►iegc t of the4 uadingdfffcial. This NOA revises NOA No. 06-0505.01 and consists of pages 1 tbr The submitted documentation was reviewed by Jorge L. Acebo. . •. •. • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • . A,No.:.07-102 : : Eixpl:Malt Dale: 09/13/11 • • • • be: 04/10108 • ••• •• agel of6 ROOFING COMPONENT APPROVAL Category : Roofing Sub- Cptezorv: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS D&SCRIPTION: Test gmaistgas Polystick P Roll: underlayment 75' x 3' 40 mils thick Polystick Basik Roll: underpayment 65'8" x 3'3 - 60 mils thick Polystick I R/1ltX Roll: underlayment 6518" x 3'3- 80 mils thick Polystick TU underpayment Polystick TU Plus underpayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roll: 32'10" x 3'3 - / 100 mils thick Roll: 65 " x3 r 3 9 /8 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 80 mils thick Product ASTM D 1970 A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underpayment in sloped roof assemblies. lamed as an ice & rain shield. ASTM D 1970 A homogeneous, i i' : i asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underpayment for metal roofing. TAS 103 and A fine granular/sand top surface self-adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, biituininous sheet material for use as an underpayment in sloped roof assemblies. Iesigned as an ice & rain shield and as a flat roof tile underpayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underpayment. TAS 103 and A non wicking fabric surfaced, self - adhering, ASTM D 1970 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 underpayment. TAS 103 A rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and A non- wicking fabric surfaced, self- adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bi�•s fotuePn an underlayn but bUslapitcl tog aitembiies. Designed is aita1 an8 roof tile underpayment. • • • ••• • .• •. • .. .. • • • • .. • • .. • . • • • . . • • • • •. • • .. • • . • • tiPA No.: ,07- 102510 asoiniliall Datin 09113/11 : :. •.:: 4pdoval Vat& 04110/08 ••• • • • ••• • page2of 6 EVIDENCE SUBMITTED: • Test Agency► Test Identifier Test Name/Renal Pak Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14101 #02202.08.05 TAS 103 08/29/05 Trinity 1 ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02 -01 ASTM D 4977 01/31/02 PUSA - 018-02 -01 ASTM D 2523 07/14103 PUSA - 035 -02 -01 TAS 103 09/29/06 PUSA- 033.02 -01 ASTM D 1970 01/12106 Momentum Technologies, Inc. J0H7A ASTM D 4798 04101/08 ASTM 0 155 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 Polyor 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 cave, rolling the namtbrane to obtain maximum contact. Remove the release film as the men ace is applied. . All side laps shall be a minimum of 344" and end laps shall be a minimum of 6." Roll the membnme 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. S. 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 itli Rpof,Asiernbly ;went Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piee a oPanderlayment.• dashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • • • • • • ••• • : • ••• • • • •. .. .. . .. • • • • • • • • • • • • • • • • • • .. • • • ... . NOA No.: 07. 1025.10 : :: p D 09113111 • • 04/10/08 • .... l�►Pli9�v4� ••• • • • ••• • •Page 3 of 6 The Profile Polystick IB/IRX Pik MU Polystick TU, TU Plus TU PoIyster Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LmIITATIoNS: 1. Fne classification is not part of this acceptance. 2. Polystick P, Basik and IRfIRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. lick 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. S. Polystick membranes shall not be adhered directly over a pre. existing roof membrane as a recover system. 6. Polystick P, Basik, IRfIRX, 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 1130 days after application. Polyglass reserves than right to revise or alter product exposure tip not to exceed the priming maximum time limitations. 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. & In roof tile application, data for the enactment resistance of roof tiles stall be as set forth in the roof file manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IRIIRX 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 rrraxinuun roof she for use as roof tile under for (direct toodeck) 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. are should be taken during the loading procedure to keep foot traffic to a minimum and to avoid procedure. of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 eon lo: 6 leafing Tips (6 Man. Per Stack) • • .• • • .• ••. •••• • •• • • • •• •. • • •• • • • • • • • • • • • • • • • • . • .• • •• • • • • • . . • • .. • • • • •• . NOA No.: 117.1025.10 • • • • • • ` ▪ lire • • . Dote: 09/13/11 • • • • • • . • •. • • • 3tpgros °eta 04/10108 ••• • • • ••• • •Page4of 6 GENERAL, LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Prodtw.t Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/JRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering lice of Acceptance listing Polystick P, Basik, IRIIRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. R Polystick P, Basik, IR4 RX, TU, TU Pius, 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: 'Mimi-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 old* materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICH BANES: 1. Polyglass does accept the direct application of Polystick underlaymeut membranes to wood decks. Installers are cautioned to refer to applicable local buitd'mg codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets oft 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 tea, area pare clavaf' 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, i;6lyglits folynittOP Nahum MB Flashing Cement, Polyglass P0500 MB Flashing Cement, Mile -Hi4 ? P1ethidn Mdtdified Flashing Cement, Mule Hide 251 Premium Wet/Dry ElastontctfcFSluni nt,:m•Afule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to 1olystick Basik. • : • • • • .0. 5. A maximum of 6 tiles per stack are allowed when loading ilk d>ln itelnidtirlaipentilleixio the Polyglass Tile Loading Guidelines. • • • NOA No 07- 1025.10 • • • • • .F • • Darer 04/13/11 • • • • • • 0/08 • • • • • • • pi°v�. 041 ••• • • • ••• • *Page 5of 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 7112" or greater. It is suggested that on pitch/slopes in excess of 6 t4"I12 ", precautions sold 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 roofing tiles is Forty Eight (48) Hours. & 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 P0500 MB Flashing Cement, Mule-Wide 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 approval substrates. Polyglass requires a minimum of 40 1lea for a weighted roller for the roiling 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 Fitment 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 mquested 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 dm National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . • • .. •• • • .. • • • • . ••• ••• •• • • • •• •• • • ••. .. • • •. •• • • .• •• •. • .• • •• • • •• • •. •. • •• •. • • • •• • • • .... . - . NOA No.: 07- 1025.10 • - • 09113/11 • • • • "�"' • 1?a . . • .. 1 p WoviR 0/10/08 - -• • - • •-- • •Page6of 6 MIAMH?ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. 3 ( E SEP 1 8 2009 duo ®o °000a MIAMI .DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1553 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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. NOA No.: 06-0201.02 Expiration Date: 05/10%11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Cory: Roof tile adhesive Materials: SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locatiims where the design pressure requirements, as determined by applicable building code, does not exceed the design pie values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypi* AH160 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: DEEM Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Polyurethane Dimensions . T Product Desolation Stecitications N/A TAS 101 Two component polyurethane foam adhesive ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTMD2126 ASTM D 2856 Dispensing Equipment Dispensing Equipment Results 1.6 lbsifl. 18 PS1 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 @ 110° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test A1encv Test Identifier Test Name/Re Dade Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA 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 MO 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. /k I F ` W F'=` MS 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. (wants) 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 Fiat, 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. L Polypro® A11160 shall be applied in compliance with the Component Application section and the Winding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressod as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 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® AHI60 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. & Tiles must be adhered in fleshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04113106 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 A -1 CONSULTING ENGINEERS, INC. CERTIFICA'T'ION OF TRUSS ERECTION To: CITY OF MIAMI SHORES 10/01/09 Re: 9310 BISCAYNE BLVD MIAMI SHORES I - ? -4s� Dear Sirs: A representative from our office inspected the roof framing and roof framing anchor at above reference location, and we hereby certify that the roof framing was wood trusses spacing 24" O.C. in good condition and trusses were anchor to the concrete tie beam with metal straps. Compliance is to Code in force at time the house was built. Anchors not less than 1/8" by 1" steel strap nailed with 6. 16D nails installed in accordance with previous additions of the Florida Building Code shall be deemed to comply with the minimum uplift capacity of 500 pounds as specified in the Florida Building Commission Hurricane Mitigation Retrofits Manual Section 201.3.2 for Fxisting Site -Built Single Family residential structures. This report is based on limited visual review of existing structural components. Please do not hesitate to contact my office if you have any question. Cordially, RENBERTO S ?E. P.E. # 2152 A -1 CON G ENGINEERS, INC. Certifica . on N : 07- 0306.03 Renews: 01- 1224.05 4383 SW 70 CT MIAMI FLORIDA 33155 • TELEFAX: 305 740 9550