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RF-10-70
F i4 Miami Shores Village 1' 10050 N.E. 2nd Avenue ��� y. �f f Miami Shores, FL 33138-0000 h ��� Y " Phone: (305)795 -2204` 6o bv `P� Ex iration: 07/241201 s 0.. Project Address Parcel Number Applicant 8 93 Street 1131010170080 MAHANDRA PERSUAD Miami Shores, FL Block: Lot: Owne Information Address Phone Cell MAHANDRA PERSUAD Contractor(s) Phone Cell Phone Valuation: $ 11,200.00 KAWALEK ROOFING S PAINTING, INC 786 -277 -9540 __..,.: (305)7540191 _........ _ , _...... Total Sq Feet: 1750 Type of Work: Re Roof For Inspections please call: Additional Info: TILE AND FLAT (305)762 -4948 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid jDue CCF $7.20 RF -1 -10 -36832 $ 303.20 $ 50.00 k Education Surcharge $2.40 Permit Fee - New Roof $275.00 RF -1 -10 -36832 $ 303.20 $ 303.20 Scanning Fee $9.00 Check #: 7576 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $9.60 Total: $303.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated January 28, 2010 Authorized Signature: Owner / Applicant I 1 'nntractor . Agent Date Building Department Cop January 28, 2010 1 A RECORDED COPY MUST B POOSTED O T EMMENC M INSPECTION C- F• N 21_1 1 i. I I�-a". 3_B 1_6 613 2 6 •�.�' PERMIT NO. TAX FOLIO NO. l f — 310 /101 � r ®6 DR Ilk 2 7163 Ps 5000; (.1n s Y RECORDED 01/28/2010 12:56:51 STATE OF FLORIDA HARVEY RU4INv CLERK OF COURT MIAMI -DARE COUNTYP FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE 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. � Space above reserved for use of recording offlc 1. Legal description . of property and street/address: P)y14) 7 � ftf s r M7 2. Description of improvement: T I- = - A r- 3.Owner(s) name and address M #14 & z5 L'_R 14 UZ) Cis - - � - - -- - Interest in property: ®6Aliti� -U` Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. lca w 1� L &Fg -/u / �WA) ,06 1 A) -C , 5. Surety: (Payment bond required by owner from co rte# o , COU�iM Y OF f Name, address and phone number HEREBY TMY filet fhl� t5 a 40 Amount of bond $ orV- ne filed i AD 6. Lender's name and address: o 7. Persons within the State of Florida designated by as provided by Section 713.13(1)(a)7., Florida Statutes, !, Narne, address and phone n,imber. • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE 'FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of er(s) o Owner(s)' Authorized Officer /Director/Partner/Manager By K . _�_ n By Print Name H WCEWC> VA & %� Print Name Title/Office N Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE ,�- The foregoing instrument was acknowledged before me this 41 day of By ❑ for Al reW� th ollowing type of ident' My commission DD743 ftnatu ` of Notary Public: �� Expires 02/1812012 Print Name: iaAl6A �1krt4+Zt ]►- (SEAL) o tp' naraN tr 100 7438 9:2 y VERIFICATION PURSUANT TO SECTION 92 525, .FLORIDA STATUTES Hftm7 Under penalties of perjury, I declare that I have read the foregoing -and vYcOfT+n's ° that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) o Owner(g) or Owner {s)'s Authorized Officer/Director/Partner/Manager who signed above: By - By Miami Shores Village REMOVED 4 �OaO Building Department JAN 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 " Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. I 0 '- o PERMIT APPLICATION Master Permit No .FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical oofin Owner's Name (Fee Simple Titleholder) M R R 6 t> 2t4 A e,it7 Phone Owner's Address /J W 3 c City y f T T $ °-5 State f C_ zip 3 P Tenant/Lessee Name '—' Phone # Job Address (where the work is being done) Iv t� q 3 r& City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # P/ ~ /® / •- 0 r 7 ®® R6 Is Building Historically Designated YES NO jrilG Ph one # 3 ®5° q54 ®I9 Contractor's Company Name �� t-JRLt': iw Contract Address PX o A 531 D51 City l� t 1 0,m` ®® State FL Zip 3 315 3 � Qualifier Name A_.W Phone # State Certificate or Registration No. Certificate of Competency No. D 6 d.S ®®® / Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 11,0 Square / Linear Footage Of Work: Type of Work: DAddition ElAiteration V4New Repair/Replace ❑ Demolition Describe Work: - r-7 e-6' t 4F_-- "e t, . e_+e 6 n ©1 0 h ) sfj h q - 1 I I e m cl T j &+ o � ` r "e wl & fps 4m,5 c onae o row h o Vble r I I ` -e- a 1e r�o s rti & Dr 00' + Ii i C0FQ 0, W? to ®° I o, nek/ bpi coof s s e ` `% O6s� � *, *,t,�,�,�,x,�,�,�,� �F,, ter,, r, x ,rrsr,x +, +�r�r,�s,x�rtix,x�a s 0 ubmittal Fee $ Permit Fee $ ) CCF $ �' ^ CO/Cr Notary $ Training/Education Fee $ Technology Fee $ `" 6 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement S Double Fee $ 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 wor 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 Sig nature �Q� ' . 1 ✓ Signature 40A4 Owner or Agent Contractor The foregoing instrument was acknowledged before me this i I The foregoing instrument was acknowledged before me this day oLJG144A 20 10 , by day o &1(h . 20 &, by PAQ, who ' rsonally known to me r who r ge t nally known to me or who has produced lll� �o e �,��iate of Florida identification wl is t 4 Y as identification and who did take an oath. y omE on DD7 NOTARY P LIC: oFpo� Expires 02/18/2012 N ARY PUBLIC: {{ptOlRlfllJ / / eftl� i Z E Sign: Sign: Print: J- �11.�1 kmofc�- Print. ca . , �' : My Commission Expires: ���� My Commission a����� on c 9 tY l rtk�aY 4 nY , rArscaYlnYS Y4nlraY tir4ntieAnrahaYint ,tarrtakaF,r�e4r �cY,rRrlr,r9iaY Y *3r tr�in4 &at 9r ir4# n4, rfa44r9cak&& dririY3r9e4 &aY%'c�SY'4v *�}�bt'' atalr8 `+4�9r9rak &sk3rYtni4rztnkk air L ♦ , s � / �F / � J io'R � ®�� APPLICATION APPROVED BY: Z� G �� Plans Examiner Engineer Zoning (Revised OVOW06) Miami -Dade My Home Page 1 of 2 t- My Home F= W WI � MIAMI• ®AI3E ,,; `. , .. ?, rum• Show Me: Property Information g' A��• Legend Search By: Property Select Item Boundary " Selected Property Text only Property Appraiser Tax Estimator �'° �, ; Street Property Appraiser Tax J A&P Highway Comparison f, < t�tl48P de u C � Portability S.O.H. Calculator 3 i� county i a@ Water ty a „? c SummarV Details: N Forio No.: Z : I�4 r NW 93 ST E° W E M ailing MAHENDRA PERSAUD &W Ad dress: MINNACHEE PERSAUD NW 93 ST MIAMI SHORES' F 150 -2233 �� v Pro Information: 1000 SINGLE FAMILY c. Pri mary Zone: RESIDENCE "'- 1 RESIDENTIAL- C CLUC: INGLE FAMILY BedsBaths: 1 ;, Floors: 1 Living Units: 1 Foots e: 1,436 Digital Ortirophotography -2007 0 111 ft Lot Size: 650 SQ FT Y ear Built: 1939 ANADAY EXTENSION PB 41 -71 LOT 8 LOT (4v Home I Property information I Prooertv Taxes Legal IZE IRREGULAR OR I My Nei I Property Aporalser Description: 14685 - 3438 08901 CDC - 1885 04 2004 1 Horne I Using Our She I About I Phone Dlreatory I g I Disclaimer R 22286- 1885 0404 00 Assessment Information: ear: 2009 1 2008 Land Value: $113,782 189 6 If you experience technical difficulties with the Property Information application, Buildn Value: $116,316 116,31 or wish to send us your comments, questions or suggestions arket Value: $230,098 05, please small us at Web nester Value: $204,221 01 Exemption Information: W ear: 2009 2008 Web Site $25,000 $25,000 ©2002 Miami -Dade County. All rights reserved. YES YES Taxable Value Information: Y ear: 2009 2008 Applied Applied axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,0001 $50,0001 $ 154,221 1 $154,017 $50 $50 $154,221 $164,017 $50,000/ $50,000/ $154,221 $154,017 School Board: $25,000/ $25,000/ $179,221 $179,017 Sale Information: [Sal Date: /2004 http: / /gisims2. miamidade .gov /myhome /propmap.asp 1/20/2010 Mur L RE 1 2_01 3 OWNER'S Amimv T OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE — BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name t4Al4& Property Address _ e tj as f 3 S 7" M r� ',r S 3 7y S� Roofing Permit Number Dear Building Official: I N - �L certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. ❑ The 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). Signature of Property Own 6r MAuO0_3NR_A PIE cs A Lll� Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and sykscribed before me this i r day of _ V 20 W (SEAL) wry Public of �Fkla My Bo ®R BB94se92 o►ro® Expires 02119!2012 /personally known f or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CIDa-ftwd SaflovkhmMy _2W ft AffiIavd COmpiomoa-92607F'Qb"Am ROOF ASSEMBLIES AND ROOFTOP STRUCTURES' U " i 1 JAN 14 201d Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No -- Process No. Contractor's Name 901vi R ®p f l n A V Job Address_ $ p w 93 r CL , 5+ ROOF CATEGORY ® Low Slope ❑ Mechanically Fastened The Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 0 0 Steep Sloped Roof Area (SF) I b5o Total (SF) I'750 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. Mi mi V1 o s 70 T i o a S oM :ILI CE WI A _. ,N R J LE AN RE of e • • • • • • •• •• • • • •• •• ••• • • • ••• • • 15.32 PLORIDA BUILDING CODE — BUILDING NIGH- VELQCITY HURRICANE ZONES t8 ! :Husiic ne ieUn0ormp*0r ait•A ' lan•>*M. F111itr4paoffiz•Roaf t lyc— amponat -fis xs riot` `p i fit "i N tr i r kt �n it flliatiicktttp N/ F I y tad herd, ( {t.azx�itipoit�rlEi� ritit:- usi=d •id�"niijy: as °tJ/t " Lapk f RDWS -ofl ysterrr ManuCa ritfer: k� rirrrater: _ �_ _"" @ ____ ":vc NQ�C'Io:t Azo s I ®�►� ! ®6 comer: �___" a.�a # Rcsws ____ CSI "•?c G7esign:Wjp0 ptesstms-. FtpufR- AS t- 28"ar" - atcutAtio�rrim I�ftt ii k 'cl� iF+ it t :?P r -} tl $i�jl RrBen�x1, - �L4 J 3i �d Al/K Iy t�i - CI. tva ::[ sigh i?rgssu's, " rn e:s iioi<1E i Field t?trmlew sy Dort ei sjem: !� �.�, ! 1# �ts�r, .>�t���arirtplxri��•�las�ti >ti� Type. - __�`��_i .��Pi�� $3tkia.;ltl?#��:• f WaagYil4el ng, •&W2e Edge rLerrrilrtation, 6sugeFTiilc, rsess: Sttlppirig; �tiirj6, .`60titkiLout qtsot, cam o �tr}ft, rasa �'f�hin�, `�1= ta�r�tar -i fiaahir�g, l+achorlBese 'Sheet > &'ivo, -pf t?t s , :tri fie: Mean 90f 'Fteigitt; t?*Veit:'Hejght () fielgYtR 6f t se - FiasWg,. Qom ie nt h/tal rill, rch • r7B se had eriBorldit�g I lVtii4F•� - 4 — Materi6l nl6kness, Pa8tener Type fastener - �p� Sp�Ytikig ar �it�ivttt: �•1�iaiti�t��iiher�.'aE�et�iis thak —�-• �� � Prr1SI �Qtnplyiriiftr^RRS 4t1�'- �t�ci•.>�Jt'f6. insuNation Base Layer:. 11 �ase:ln'suidtiorie acrd ) tiiekness:- A A. AA ® a e� aase4 1 g SM3M 06 Wit4ft. �CaP .S heat o Top'InsUMtiari_Layer. FT, O i s t'o!i.Ji�satatiori:6lze artii':T#iickn s: 3) 1 3 , 5 061V [�r fkampet Y is ' fop�fnsuiatiori• Fa�tenei 'It3oriciirtg'iJ6ate�'rai;. ����j 10 I Base Stie f•FSstet rf c��t it :IViate4is : 411 cone -ree- Wan 1 -- - Roof Pl y, 'Sheet(s):& N6 i :.Oft?,IY(sj: P � � X y Po"��N ® ®d 110U Hiligfiit :' tFa terierlB , ditti r1�1:' Wi oc`�1J (�1 �� � �1 ro : is Kv- Ca .5�ee - rNP L®ns 151 1' �p .9 •• • I 'l��ie . en'.i mbteilhi S�ag�er�� eVe� 4/ or lr�al)o t D lym ••• • • • • ••• • • • • • • • • • • • • 44.21 FLORA �ITILDgJG'�OD�;; F�'S1[lP�NTIAL M/ p �" I y & & e ,%4 c d earl. �6 �q ,25 . -4• , .. .. . ....... . ......... . .... . .. ... .. . ... ... . ... . ... .... ... ........... .... .. . .. . . • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• I HIGH- VELOCITY HURRICANE ZONES Ffofida: Building Coos F.t#I' on 2004 ..�' HP t VeI2 Hur - ne Zone U lfnrm.Pgrrrrit icatiori .PomL Sec LS Roof System-ManufAdturer: Product Approval Number: 01' 091 q• ob Whim Design Wind.'Press - 6f..App4.cq k E rorr>t t�► 7 or of tal fiftt s : _� 49 ..P2 -. 10i b Fit 001 MaAraurn Design Pressurd Product Approval Specific System: 4 5 is Methx d"of - file atiachment; A h?S I ve, g .. a D'eek'Typ0 -;. lX v ,)0m I' w® 0d .ype Underfaymeot: Roof Slope :. 0 -InsulatioW Fire C3 'Orr Festener Type &$pacing: ` j 11 tap Ridge �lentitaQiirn'? / n r I y q I a -die Id IV Adheslve Type. I1 a ows ..ape Ca.p SMeef: . . *qoS'a+e, Ro. fi co r& WA 2f N 1� �o�rO tYt: . .. Type. &.S ze Drip .. ... .. .... .03 Gal . ..... . ... . .. .. . . . .. .. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compare the values for M with the values from Mt: If the Mf values are greater than or equal to the M values, for each area of the roof, then the the attachment method is acceptable. � � Meth�odd I 'Moment. Based Tile Calculations Per RAS 127" u e / � 9 11 5 M8: 1 Q �/ = M ^ bt Product Approval Mf � � 1 J 5 o 5c (P2: � x l ag l Q � Q � Mg. G'S = M r p e Product Approval Mf ` u ' �o: C J (P3: J®®ib x X J"o - Mg: L 1 g 0 = M 9 Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M required Moment Resistance" Mean Roof Height Roof Slope i5' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L = x w: = ) - W: x cos 0 = Frl Product Approval F (P2: x L = x w: = _ ) - W: x cos 8 = F Product Approval V (P3: x L = x w: = ) - W: x cos 0 = Fr3 Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Mg Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated •• ••• • • • • • •• • MinirIImni'A PPro • • • • R i • i ; • Product A val 00 Soo 00 0 00 Required Uplift Resistance Fr Calculated • verag Tile W - t W Product Approval • • • • • • • f • • 000 • L glen • i i • • IrdA4ensih • • g� • Product Approval • • W *Vd1h • All calculations must be submitted to the building official at the time of permit application. ••• • • • • ••• • • • • • • • • • • • • FLORIDA BUILpVJGZOVq- -'$bILMG :• • 16.35 SECTION 1524 HIGH VELOCITY HL'RRIC.A_ E.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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement _between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.. Aesthetics (appearance) issues are not. a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural. appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring 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. A - 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding 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. 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 thr .•1pjjditB PIumbing. .. , 7. Ventilation ?.Z&A lodf MiLicttutes should have some ability to vent natural airflow through the .. . . .. interior of the strucnua . assembly .. ( the bulding itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the tool. • ••• • ••• ••• • 0 0 0 0 0 0 0 vW i cl to •—r-- Contractor's Signature Owner's /Agent's Si ,asuLe ; ;•; •• M 1 A M I-DADE MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW W Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribawra and shall be available for inspection at the job site at the request of the Building Official. This`DTOAcohststl of pigs 1`through 7. The subMttedUocumentation was reviewed by Jorge L. Ac bo. NOA No.: 07. 0914.06 • ° • Goo : Expiration Date: 12/16112 • • • • • . Approval Date:12/06107 • • • • • Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Anulicant Dimensions Specifications Description Length: 17 1 /4" Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof tile equipped with two nail hole and 1Y thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips, rakes, ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTnERS Test Product Product Dimensions Specifications Description Manufacturer Vertical Wood Battens Min. 1 "x 4' Wood Preservers Salt pressure treated Generic Horizontal Institute LP — 2 or decay resistant (With current NOA) Min. 1 "x 4" for use lumber battens with vertical battens or Min. 1 "x 2" for use alone TAS 114 Corrosion resistant Tile Nails Min. 10dx 3' Appendix E screw or smooth Generic shank nails (With current NOA) ..... . . . . . .. •• ••• •• • • • •• NOA No.: 4'1- 0914.06 • •' • • • • • Expiration Date: 12116/12 WAR. . Approval Date: 12/06147 • •' Page 2 of 7 . . . . ... . . . ... . . . ... . . Test Product Product Dimensions Specifications Description Manufacturer #8x 2 W' long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, Generic 0.131" shank dia. Appendix E galvanized, coarse (With current NOA) 0.175" screw thread thread woad screws dia. Clips Corrosion resistant Hurricane Clip & Min. V/s" width TAS 114 clips with corrosion Generic Fasteners Min. 0.060" thick Appendix E resistant nails. (With current NOA) Clip Fasteners Min. 8d x Ill" 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161 -03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161 -03 PA 108 Dec. 1991 PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 22447099 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94 -060B PA 101 March, 1994 Engineering, Inc. 94 -084 PA 101 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994' 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25- 7183 -2 PA 102 Feb. 1995 255- 7214 -2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation 528454 -2 -1 PA 101 Sep. 1998 Testing Services 520109 -2 Dec. 1998 Walked F-rAj'ge%riVg, 1oc. . . . . Calculations Aerodynamic Multiplier March 1999 IBA CSasulUn&, M : : `: '. 2381 -249 TAS 112 09/20107 000 00 9:0 0 : f NOA No.: 07- 0914.06 a :. • : Expiration Date: 12/16/12 Approval Date: 12/06/07 • • Page 3 of 7 OV 0 : 4 - . • • • . • • . . • . •• •. • • • .. •• .•. • . . ..• • . 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers-1. ft Tile 4 ( x (f e) Profile Batten Application Direct Deck Application Hacienda Tile 0.267 4.289 Table 2. Restoring Moments due to Gravit - M ft -lbf Tile 3 11• 12" 4 11- 12" 5 ". 12" 6 11• 12" 7 12" or Profile 9 rester Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Hacienda Deck Deck Deck Deck Deck Tile 5.92 6.801 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 . .......... . • . • . • . . 000 r,&o 0 0 NOA No.: 07- 0914.06 ' 0 0 0 Expiration Date: 12/16112 • Approval Date: 12/06/07 Page 4 of 7 . . . . ••• . . . . . . . . . . . 0 . Table 3: Attachment Resistance Expressed as a Moment - M (ft -ibf) For Nail -On System's Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19132" plywood) plywood) Hanson 2 -10d Ring Shank 27.8 37A 28.8 Hacienda Nails Tile 1 -10d Smooth or 8.8 11.8 4.1 Screw Shank Nail 2 -10d Smooth or 16.4 21.9 7.1 Screw Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Cli 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Cli 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Cli 2 -10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Cli 2 -10d Ring Shank 43.0. 67.5 50.9 Nails' i Installation with a 4° the headlap and fasteners are located a min. of 214" from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -lbf) For Two EEMf Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures component approval for installation requirements- 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product Inc. Average weight per 8 grams. .. . ... ... . NOA No.: 07- 0914.06 Expiration Date: 12/16/12 . Approval Date: 12106/07 •• •• •• Page 5of7 . % .. . . . .. .. ... . . . ... . . Table 4A: Attachment Resistance Expressed as a Moment - M (ft ibf) For Single FAq Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Hanson Hacienda Tile Pol oam Pol ProTM 86.61 Polyfoam Pol ProTM 45.5 4 Large paddy placement of 64 rams of Poi ftTM. 5 Medium paddy pl aoement of 24 rams of Polyftym. Table 4131: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) For Mortar Set Systems Tile Tile Attachment Profile Application Resistance Hanson Hacienda Tile Mortar Set 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or fallowing statement: "Miami -Dade County Product Control Approved ". H nson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• AM NOA No.: 07- 0914.06 «�. " ':' .'. Expiration Date: 12/16/12 Approval Date: 1210614Y7 • • :' 000 Page 6 of 7 000 0 . .. .. . . . .. .. i PROFILE DRAWINGS HA NSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK ��•• END OF THIS ACCEPTANCE . ......... . .. ... .. . .... NOA No.: 07- 0914.06 m Expiration Date. 12116/12 • • • • Approval Date: 12/06107 Page 7 of 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MI�t7ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 2603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® 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. This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. . .. .. . . . . . . .. . . . . ... . .. ... .. . . . .. NOA No.: 06- 0201.02 • • • • • • • Expiration Date: 05/10/11 * • Approval Date: 04 /13/06 • • • • • • • Page 1 of 7 ... . . . . ... . . . .. .. . . . .. .. ... • • • ••• . . ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AU160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro(g) RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: �. oper—ty Test Results Density ASTM D 1622 1.6 lbs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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 2of7 000 • 0 do ••w • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date 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 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[l] 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. PolyproO 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 Polyprog AH160 roof the adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F cI, 2•; .• •• •Y• • • • •. M • Yr • • • • • • • 1 • • • • • • { r'•7 • • { • • • • { • s l ot; •• ••• to • • • NOA No.: 06- 0201.02 li-is • ; •; • { : • • • { Expiration Date: 05 /10/11 • • • • • • Approval Date: 04/13/06 •• • :• {•• Page 3of7 • •• •• • • • •• •• INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyprog AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. PolyproO AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPackV 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must he adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro(& AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min, per paddy Min. ams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g 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 f:5 • • • • ° • `• • Expiration Date: 05 /10/11 • �`� Approval Date: 04 /13/06 •` �• �• • °• Page 4of7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Idea! Urrough plastic cement Paddy (eeneadr 7b) Nail through plastic cement Undetlaymed Paddy Man" Th) 1 to h, in n Eaet� use Fascia ER*Cmm Fuda wall" Eave course only: Ern cawed only: Finn closure Ew Keep a6a&W appmx 44In s Drip edp Nail tirrm* plastic cement Paftferw de) t) Place am* edheahmtoaddeve17to23 � NafllhrouglrPlastic eenand ftp Pitch UndertaymeM square indies in contact W the pan tge 2) Turn covers Wuddedorm. Place ad edwe 112 In. To1 in. From OuW eedgeof cowde. Than i"the tie. • Urgent 1e in 2 in. o EM CIO" Eere course + � o EareCause ,��� `� o � approx 4n up Fascia Ofth= 9 cowae corer tile. Abut to second course of UPS �� cower d hkd w Mortar Bush at rove IN. a Em claswe Weephole Fascia Bo (mortar Down) •• ••• •• • • • •• NOA No.: 06- 0201.02 • .. • • • • Expiration Date: 05 110 11I Approval Date: 04113/06 ' ; ;• ' ;• ; Page 5of7 • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nag through plasma cement Paddy (Beneath Tile) Nail through plastic cement Paddy ( BenNth TBe) Undedaymerd Undelaywwd 1 T in. i 2 In. 7 "" "i 2 in. lire Course � •� Fascia Fascia We*& Fare Course Faye EaveClosurff Dripedge Nail through plastic cement paddy Rood TIV Underiayment 7 in. 6w Closure Eave Course Fascia ry NOA No.: 06- 0201.02 . , Expiration Date: 05110111 Approval Date: 04/13/06 • Page 6 of 7 . .. .. . . . .. .. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement pa Nail through plastic cement Single paddy under tie (between tile) Uhderdayment Single paddy between tile ° tub tile) 2In. x 7 in. medium course 0 y size on eve 10- in $ PAY 1 in. x 3 in. I antler file ` } Sings paddy on 2 in. 4 in. Single 4 In. 2 in. under paddy on layment ° under - laymerd ply Fascia Single paddy � Miss on top of file o 2 fiat X 7 in. medium Course Eawe u�rs size pad em % Fascia courses on ly Drip edp Nail through plastic cement Single paddy under file Single paddy between tile }� in. x3in. 4in Single ! paddy on undedayment 2 in. Single paddy Fare Closure on top of tile 2 in. x 7 in. medium Ewe Coase Fast paddy am course only • • • w ; ; , •, ; ; END OF THIS ACCEPTANCE w . .. w .. . w . . ... w w . w . w . . w .. ... .. . .... NOA No.: 06- 0201.02 , , , , , , , Expiration Date: 05/10/11 ' Approval Date: 04113106 16 90 ; ;, w ;, ; ; Page 7 of 7 w www w w . w www w www w . . . . . . . . . . • ww ww • w • ww ww www • • • www • • M I A M I MIAMI -DADE COUNTY, FLORIDA _ DADE METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing. and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROW Modified Bitumen Roof System for Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its Mssfribut5rsaild Oall be:tvalldble for inspection at the job site at the request of the Building Official This NO;A r" 0108.06 and consists of pages 1 through 36. The submitted documentation was reviewed by Jorge L. Acebo ... . . . . I NOA No.: 08- 1028.02 . .. Expiration Date: 11/06/13 MIAMWADECOLUM Y Approval Date: 02/25/09 • ' Page 1 of 36 ROOFING SYSTEM APPROVAL Category Roofing Sub- Category: SBS /APP, Modified Bitumen Deck Type: Concrete Maximum Design Pressure -495 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description Leak BusterTM 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote MatrixTM 307 adhesion of asphalt in built -up roofing. Premium Asphalt Primer GAF Mineral ShieldTM 60 lb. & 100 lb ASTM D 1863 Granules for surfacing of exposed asphalt, Granules bags cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. MatrixTM 303 Premium Fibered Aluminum Roof Coating Leak BusterTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral MatrixTM 204 Wet/Dry ASTM D -3409 stabilizer and fibers. Permits adhesion to wet Roof Cement and dry surfaces.. . Leak BusterTM 5 gallons ASTM D2824, Non- Fbered aluminum pigmented, asphalt MatrixTM 304 Non Type I roof coating. Fibered Aluminum Roof Coating GAFGLAS #75 Base 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat Sheet Wide Type II base sheet. GAFGLAS #80 ASTM D4601 ULTIMA Base 39.37" (1 meter) Type II Asphalt impregnated and coated, fiberglass Sheet Wide base sheet. GAFGLAS 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with F1eXP1y;; 6 . . .. .. ide asphalt coating. &FGI.jS!'jy;. ; ;.i9.; ;" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with Wide asphalt coating. • . •. NOA No.: 08- 1028.02 • • • Expiration Date: 11106113 • Me couNrr Approval Date: 02/25/09 Page 2 of 36 a Test Product Product Dimensions Specification Description GAFGLAS Mineral 39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet Wide surfaced with mineral granules. GAFGLAS 39.37" (1 meter) ASTM D 3672 Fiberglass base sheet coated on both sides STRATAVENT Wide ASTM D 4897 with asphalt. Surfaced on the bottom side Eliminatofrm with mineral granules embedded in asphaltic Perforated coating with factory perforations. GAFGLAS Flashing various Asphalt coated glass fiber mat flashing sheet . available in three sizes. GAFGLAS 39.37" (1 meter) ASTM D 3672 Fiberglass base sheet coated on both sides STRATAVENT Wide ASTM D 4897 with asphalt. Surfaced on the bottom side EliminatorTm with mineral granules embedded in asphaltic Perforated Nailable coating. RUBEROID" SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeldTM Smooth wide polymer modified asphalt and smooth surfaced, RUBEROID" SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeldT'" Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with fire Heat- WeldTM 170 FR wide retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID 1 meter (39.37') ASTM D -6163 A fiberglass mat reinforced, SBS modified EnergyCap SBS Heat wide bitumen cap membrane. Weld Plus FR RUBEROID SBS 1 meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat WeldTM PLUS wide polymer modified asphalt and surfaced with mineral granules. RUBEROID SBS l meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with fire Heat -Weld PLUS 170 wide retardant. polymer modified asphalt and FR surfaced with mineral granules. RUBEROID SBS I meter (39.37') ASTM D -6164 Non -Woven Polyester mat coated with Heat- WeldTM 25 wide polymer modified asphalt and smooth surfaced. RUBEROID 1 meter (39.37') ASTM D -6163 A fiberglass mat reinforced, SBS modified EnergyCap SBS 30 FR wide bitumen cap membrane. RUBEROID MOP 39.37" (l meter) ASTM D5147 Non -woven polyester mat coated with Smooth Wide ASTM D6298 polymer modified asphalt. Does not have a factory applied surfacing. ULTRACLAD SBS 1 sq. roll ASTM D6298 Woven fiberglass mat coated with polymer Foil -Faced Membrane 101 lb. modified asphalt and surfaced with aluminum, copper or stainless steel foil. RUBEM112 : : 661b. kegs ASTM D312 SEBS modified asphalt Modifia&AspIaII Into:.: 0 . RVABR4ID * • * % : 681b. kegs ASTM D6152 SEBS modified asphalt Modified Asphalt Plus 0 0 0 0:0 . . . ... NOA No.: 08- 1028.02 hteart�E eoun � . Expiration Date: 11/06/13 Approval Date: 02/25/09 APPROVED Page 3 of 36 Test Product Product Dimensions Specification Description RUBEROID 39.37" (1 meter) ASTM D4601 Premium glass fiber reinforced SBS- modified Modified Base Sheet Wide Type II, base sheet. Type G2 BUR RUBEROID Mop 39.37" (I meter) ASTM D 6164 Non -woven polyester mat coated with Granule Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROV Torch 39.37' (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Smooth Wide ASTM D 5147 modified bitumen membrane. RUBEROID Torch 39.37' (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Plus (Granule) Wide ASTM D 5147 modified bitumen membrane. RUBEROID" Torch 39.37' (1 meter) ASTM D 6222 Asphalt impregnated, coated felt, surfaced Granule Wide ASTM D 5147 with mineral granules. RUBEROID® Torch 39.37' (1 meter) ASTM D 6222 Non -woven polyester mat coated with fire FR Wide ASTM D 5147 retardant polymer modified asphalt surfaced with mineral granules. RUBEROW Mop 39.37" (1 meter) ASTM D 6164 Non -woven polyester "mat coated with Plus (Granule) Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID Mop FR 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with fire Wide ASTM D 5147 retardant, polymer modified asphalt surfaced with mineral granules. RUBEROID 20 39.37' (1 meter) ASTM D 6163 SBS modified asphalt base sheet reinforce Wide ASTM D 5147 with a glass fiber mat. RUBEROID 30 39.37' (]meter) ASTM D 6163 Non woven fiberglass mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. . RUBEROID 30 FR 39.37' (1 meter) ASTM D 6163 Non woven fiberglass mat coated with fire Wide ASTM D 5147 retardant, polymer modified asphalt and surfaced with mineral granules. ❑ RUBEROID� Mop 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with fire 170 FR Wide ASTM D 5147 retardant polymer modified asphalt surfaced with mineral granules.. RUBEROID SBS 39.37' (1 meter) ASTM D 6164 Non -woven polyester and fiberglass mat Dual FR Wide ASTM D 5147 coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Roof MatchTm 107 sq. ft. ASTM D 6222 Non -woven polyester mat coated with APP Granular (9.9 m2) ASTM D 5147 polymer modified asphalt and surfaced with colored mineral granules. Roof MatchTM 107 sq. ft. ASTM D 6222 Non -woven polyester mat coated with SBS Granular (9.9 m2) ASTM D 5147 polymer modified asphalt and surfaced with colored mineral granules. TopEoat% • • • 5-gallons Surface coating for smooth surfaced and Sttiface SLalsb ; ; ; �; • • mineral surfaced roofs. LeM Bt%? • •• 5 Surface coating for smooth surfaced and MatrixTM 715 mineral surfaced roofs. MB "ting. 0 :0 • 0 NOA No.: 08- 1028.02 • • • Expiration Date: 11/06/13 �� • Approval Date: 02/25/09 Page 4 of 36 Test Product Product Dimensions Specification Description TOPCOAT MB Plus 5 gallons ASTM D -3412 Surface coating for smooth surfaced and ASTM D -21 -96 mineral surfaced roofs. ASTM D -1475 ASTM E -1644 ASTM D -6083 Leak BusterTM 5 gallons Surface coating for smooth surfaced and MatrixTM 531 mineral surfaced roofs. WeatherCoteTM Leak BusterTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt MatrixTM 201 SBS Adhesive — Flashing Grade. Flashing Cement Leak BusterTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt MatrixTM 102 SBS Adhesive. Adhesive Leak BusterTM 5 gallons ASTM D4586 Cold Applied Modified SEBS Asphalt MatrixTM 202 SBS Adhesive — Flashing Grade. Flashing Cement Leak BusterTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement MatrixTM 203 Plastic Roof Cement Leak BusterTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive. MatrixTM 103 Gold Process Adhesive Vent Stacks TAS 100(A) One way valve vent used to relieve built -up (metal and plastic) ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. EnergyCote Roof Proprietary Surface coating for smooth surfaced and Coating mineral surfaced roofs. TOPCOAT`S ASTM D -412 Surface coating for smooth surfaced and Surface Seal ASTM B -117 mineral surfaced`roofs. . ASTM C -794 ASTM G -21 FTMS 141.6271 ASTM D -21 -96 ASTM D -1475 ASTM E -1644 TOPCOAT ASTM D -412 Surface coating for smooth surfaced and FireShield SB Solvent ASTM B -117 mineral surfaced roofs. Base Elastomeric ASTM C -794 Roofing Membrane ASTM G -21 FTMS 141.6271 ASTM D -21 -96 60 " ASTM D -1475 • • • • ASTM E -1644 • NOA No.: 08- 1028.02 • • • Expiration Date: 11/06/13 MIAM4DADE OYINTY ' ' Approval Date: 02/25/09 �I� , ... • , Page 5 of 36 ••• • • y • ••• • • APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuardTM RA, RN Polyisocyanurate foam insulation GAF Materials Corp EnergyGuardTM Composite Polyisocyanurate /wood fiberboard or GAF Materials Corp perlite composite EnergyGuardTM Fiberboard Fiberboard insulation GAF Materials Corp EnergyGuardTM PolyIso Polyisocyanurate foam insulation GAF Materials Corp. EnergyGuardTM Perlite Perlite insulation board. GAF Materials Corp. EnergyGuardTM Recover Board Perlite recover board GAF Materials Corp. EnergyGuardTM High Density High density wood fiberboard insulation. GAF Materials Corp. Fiberboard EnergyGuardTM Ultra Polylso Polyisocyanurate foam insulation GAF Materials Corp. DensDeck High Density Fire Resistant Insulation Georgia Pacific Boards DensDeck Prime High Density Fire.Resistant Insulation Georgia Pacific Boards DensDeck DuraGuarC High Density Fire Resistant Insulation Georgia Pacific Boards SECUROCK High Density Fire Resistant Insulation USG Boards Structodek Wood fiber insulation board Knight Celotex APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) I . Drill -TecTM #12 Standard, Insulation fastener and Various GAF Materials Corp. # 14 and # 15 extra Heavy Base Play fastener for Duty Fastener, Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. Drill -TecTM ASAP Pre - assembled Drill -TecTM Various GAF Materials Corp. Fasteners and metal and plastic plates. 3. Drill - TecTM CR Base Base sheet fastening Various GAF Materials Corp. Sheet Fastener and Plate assembly. 4. Drill -TecTM Galvalume Round galvalume stress 3" and 3 ' / z" GAF Materials Corp. Plates plates. • 5. • • I;ti ;l- 'Fefr4 : - • • Round polypropylene 3 and 3 '/2" GAF Materials Corp. •, •; Po1jp;ojjylj11QPl2ns stress plates. "6. "' Dti?I- T8cTMA*cctiTrac Square galvalume stress 3 x 3 GAF Materials Corp Plate Steel Plates plates. • 0 • • • • • • • NOA No.: 08- 1028.02 • • • Expiration Date: 11/06/13 ' M FDADE OU TY ', • Approval Date: 02/25/09 • Page 6 of 36 EVIDENCE SUBMITTED: Test AgencyAdentifier Name Report Date Factory Mutual Research Corp. Current Insulation FMRC 1996 01.01.96 Attachment Requirements FMRC 4470 - TAS 114 J.I.ODOA8.AM 07.09.97 FMRC 4470 - TAS 114 J.I.2B8A4.AM 07.02.97 FMRC 4470 - TAS 114 J.1. 3005640 11.09.00 FMRC 4470 - TAS 114 J.I.3006845 10.17.00 FMRC 4470 - TAS 114 J.1.3005175 05.23.00 FMRC 4470 - TAS 114 J.I.3005177 05.19.00 FMRC 4470 - TAS 114 J.1. 3007500 06.15.00 FMRC 4470 - TAS 114 J.1.3008178 12.27.00 FMRC 4470 J.1. 3010215 03.01.01 FMRC 4470 J.I.3009788 03.28.01 FMRC 4470 3017250 04.05.04 Independent Roof Testing & TAS 114 -J No.00001 03.30.00 Consulting of South Florida No.00002 Exterior Research & Design, LLC TAS 114 #4483.04.97 -1 06 -06 -97 TAS 114 #01881.09.03 -2 03.24.08 #01881.11.03 -2 -RI 08.21.07 Trinity i ERD ASTM 136163 #G6850.08.08 08.29.08 ASTM D6164 Underwriters Laboratories, Inc. UL 790 -TAS 114 ROM, OONK07638 07.17.00 • NUA No.: 08- 1028.02 . . . ... . . . . • • • Expiration Date: 11/06/13 ' M WAD, OU N Approval Date: 02/25/09 Page 7 of 36 SYSTEMS A(3): ADHERED INSULATED SYSTEMS The following assembly is approved to a maximum design pressure per Insulation Maximum Design Pressure Table A. No substitutions shall be made: Deck Type: Concrete, primed. Anchor Sheet: Install one or more plies of GAFGLAS #75, GAFGLAS #80 ULTIMATM, (O GAFGLAS PLY 4, GAFGLAS' FlexPlyTM,.RUBEROID Modified Base sheet RUBEROID Mop Smooth or RUBEROID 20 mopped directly to the substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Insulations: ee Insulation Maximum Design Pressure Table A below. Design Pressure is dependent on Insulation assembly #used in this system. ase Sheet: [nstall one 1 of GAFGL ® #75. GA FGLAS ® 480 ULTIMATM GAFGLAS PLY 4, r LAS FlexPlyTM 6, RUBEROID Modified Base Sheet or RUBEROID 20, RUBEROID MOP Smooth, directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Ply Sheet: One, two or three plies of RUBEROID 20, GAFGLAS PLY 4 or GAFGLAS (O tion 1 F1exP1yTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate-of 20 -40 lbs. /sq. Membrane: One or more plies of RUBEROID Torch Smooth, RUBEROID Torch Granule, RUBEROID® Torch Plus Granule, RUBEROID Torch FR, RUBEROID Torch 170FR, Roof MatchTM APP Granular or RUBEROID 20, RUBEROID MOP Smooth, RUBEROID MOP Granule, RUBEROID MOP 170FR. R UBEROID O SBS Dual FR, RUBEROID ULTRACLAD RUBEROID 30 and RUBEROID 30FR, RUBEROID SBS 30 FR, RUBEROV MOP PLUS and RUBEROID MOP FR or RUBEROID SBS Heat - WeIdTM PLUS, RUBEROID SBS Heat - WeldTM PLUS FR, RUBEROID SBS Heat - WeldTM 170 FR, RUBEROID EnergyCap SBS' Heat Weld Plus FR, RUBEROID SBS Heat- WeldTM,.RUBEROID SBS Heat- WeldTM Smooth and RUBEROID SBS Heat - WeldTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following l . Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB PLUS, TOPCOAT FireShield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 gal. /sq. • •; .6. :'QPCO►AT Surface Seal, TOPCOAT FireShield SB Solvent based Elastomeric .: A&fing Membrane applied at Ito 1.5 gal. /sq. • • • • * W * Mvacce Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's ,.. .., sp "ificalions and applicable Building Codes • NOA No.: 08- 1028.02 • • Expiration Date: 11/06/13 ®� Approval Date: 02/25/09 • Page 12 of 36 V: . .. .. . . . .. .. Insulation Maximum Design Pressure Table A # Insulation Assemblies 1. Min. 1.5" EnergyGuardTM Composite RA, RN NP laid with the polyisocyanurate side down and bonded in a full mopping of an approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /s . I - i m - aximurn Design Pressure —270 psf See General Limitation #9 2. Base Layer: Min. 1" EnergyGuardTM RN. mopped in asphalt at the rate of 20-40 1 bs./sq. Top Layer: Min. '/" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /s . Maximum Design Pressure —322.5 psf (See General Limitation #9) 3. Base Layer: Min. 1 " Energy GuardTM RA mopped in asphalt at the rate of 20 -40 lbs. /s . Top Layer: Min. a%" EnergyGuardTM High Density Wood Fiber Board (g) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /s . Maximum Design Pressure —307.5 psf See General Limitation #9 4. Base Layer. Min. 1 " EnergyGuardTM RA mopped in asphalt at the rate of 20 -40 lbs. /s . Top Layer: Min. '' /s" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /s . Maximum Design Pressure —165 psf See General Limitation #9 5. Base Layer: Two Min, 3/4" layers EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /s . Top Layer: Min. '/4" Dens - Deck ® mopped in asphalt at the rate of 20-40 lbs. /s .. Maximum Design Pressure —172.5 psf See General Limitation #9 6. (Optional) Base Layer: Min. 1.5" EnergyGuardTM RA, EnergyGuardTM RN or 1 /2" High Density Fiberboard secured to underlying substrate with Insta-Stik Roofing Adhesive. Top Layer. One or more layers of Min. 1 - 'EnergyGuardTM RN, EnergyGuardTM RA, 1 /2" High Density Fiberboard or Min. 1/4" Dens -Deck secured to underlying substrate with Insta -Stik Roofing Adhesive. Maximum Design Pressure L112.5 psf See General Limitation #9 7. Base Lay er. Min. I " EnergyGuardTM RA mopped in asphalt at the rate of 2040 lbs. /s .. Top Layer: Min. '' /z" EnergyGuardTM High Density Wood Fiber Board (c) adhered in a full mopping of a roved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /s . Maximum Design Pressure — 237.5 psf See General Limitation #9 8. (Optional) Base Layer: Min. 1.5" EnergyGuardTM RN, EnergyGuardTM RA or l /2" High Density Fiberboard secured to underlying substrate with Insta -Stik Roofing Adhesive. Top Layer. One or more layers of Min. 1" EnergyGuardTM RN, EnergyGuardTM RA, 1 /2" High Density Fiberboard, Structodek or Min. 1/4" Dens -Deck secured to underlying substrate with Insta- Stik Roofing Adhesive. Maximum Design Pressure —105 psf See General Limitation #9 9.. ON41nxilgont .d.ZS" >vnergyGuardTM Composite laid with the polyisocyanurate side down and bonded in a mo' in ;if � roved asphalt applied within the EVT range and at a rate of 20-40 lbsJs . • s P 9sure —270 psf See General Limitation #9 • 0 :0. • NOA No.: 08- 1028.02 • • •• Expiration Date: 11/06/13 M I•nr►aE ou TY A PP roval Date: 02/25/09 ..... . Page 13 of 36 n . ... 10. Min. '' /z" EnergyGuardTM High Density Fiberboard or other Approved high density wood fiberboard or min. I" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /s . Maximum Design Pressure —144 psf See General Limitation #9 11. Base La er. Min. 2" EnergyGuardTM RN Top Layer: Min. ' /2" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 401bs. /s . Maximum Design Pressure 322.5 psf See General Limitation #9 12. Base La er: Min. 1.5" Composite Top Layer: Min. 1.5" EnergyGuardTM Composite adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /s . Maximum Design Pressure 270 psf See General Limitation #9 13. Min. 3 /4" EnergyGuardTM Perlite adhered to the primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs./sq. Maximum Design Pressure —137 psf See General Limitation #9 14. Base Layer: Min 1.5" EnergyGuardTM RA, EnergyGuardTM RN, EnergyGuardTM Composite adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /s .. Top Layer: Min. %2" EnergyGuardTM Perlite adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 40lbs. /s . Maximum Design Pressure —126 psf See General Limitation #9 15. Base Layer: Min. 1'/4" EnergyGuardTM RA, EnergyGuardTM RN, EnergyGuardTM Composite adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /s .. Top Layer: Min. ' /2" EnergyGuardTM fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 401bs. /s . Maximum Design - Pressure —162 sf See General Limitation #9 16. Base Layer: Min. 1'/4" EnergyGuardTM RA, EnergyGuardTM RN adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbsJs .. Top Layer: Min: %" EnergyGuardTM Perlite or other approved perlite insulation board adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 401bs. /s .. Maximum Design Pressure —157 psf See General Limitation #9 17. Min. 1 /2" EnergyGuardTM Perlite adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 tbs./sq. Maximum Design Pressure —90 psf See General Limitation #9 18. Min. 1.5" EnergyGuardTM Composite • • jje�ck prirped pith C4F Asphalt/Concrete primer at a nominal rate of 0.75 ga/sq. Deck is cotefbAwlth a RIMEROID roof cover assembly fully adhered with hot asphalt applied at a •. tn'Nli;iufn;at® otj Ib7 1.2 k m Maximum Design Pressure -360 psf See General Limitation #9 • * • • • . • NOA No.: 08- 1028.02 MIAMFGADECOUNTY Expiration Date 11106/13 . , I Approval Date: 02/25/09 ••• • • ••• • Pag 14 of 36 ••. • • CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this . limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 11 l and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is Jicglly referrrd this NOA, General Limitation #7 will not be applicable.) 10. A11 prQAce ' jstjd jejej A all have a quality assurance audit in accordance with the Florida Building Code arJ JWJ 913.22 • of lh3 F3oridg Administrative Code. END OF THIS ACCEPTANCE • ' "" " • • • NOA No.: 08- 1028.02 • • ;' " • • Expiration Date: 11/06/13 MIAMFOIRIDE OUNTY Approval Date: 02/25/09 APPROVED I Page 36 of 36 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) 195 ROOF COVERING MATERIALS (TEVT) IF iZO0fing Svstems (TGFU)— Cu +i till It'd Roofing Systems (TGFU) Cc7rrtiitued Insulation: Chu or more layers perlite, glass fiber, 3/4 in. min, isocva_ Ply Sheet (Optional): One or more layers Type G 1, hot mopped in nurate, urethane, perlite /isocyanurate composite, perlite /urethane com_ place. Membrane: One laver "Ruberoid Torch Smooth' (smooth), "Ruberoid posite, 1 -1/2 in. min: Mop Smooth ". Base Sheet (Optional): One or more lagers Type G1, G2 or G3. Membrane: One layer "Ruberoid. Mop 1.70 FR" (granule). Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), 19. Deck: NC Incline: 1!2 "Ruberoid Torch Granule Plus" "Ruberoid MOP" (Smooth or Granule) Insulation (Optional): One or more layers perlite, glass fiber, isocva - or "Ruberoid Mop Plus Granule ". nurate, urethane or perlite /isocyanurate composite, any thickness. Surfacing: Gravel. Base Sheet: One or more plies Type GI or G2, hot mopped or adhered Deck: C -15/32 Incline: 1/2 ^, with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" tole Insulation (Optional): One or more lavers perlite, wood fiber, glass applied adhesive at 1 1/2 gal /sq. fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Membrane: One layer "Ruberoid Mop 170 FR", hot mopped or adhered urethane composite, wood fiber/ isocyanurate composite. with Karnak Chemical "No. 81" or Gibson -Homan "No. 6760" cold Base Sheet: Two or more layers Type G2 or G3. applied adhesive at 1-1/2 gal /sq. 20. Deleted Ply Sheet (Optional): One or more layers Type GI. p ted Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Incline: 1/2 eck: C "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) 21. Dnsulation (Optional): Polvisocvanurate,.wood fiber, perlite, glass fiber or "Ruberoid Mop Plus Granule ". any thickness, hot mopped or mechanically fastened. Surfacing: Karnak No. 97, 1 -1 /2 - 3 gal /sq or gravel. Base Sheet: One or more plies Type GZ "GAFGLAS' #75" base sheets, S. Deck NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocva hot mopped or mechanically fastened. Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place. nurate, urethane, per composite, perlite /urethane com 22 Deck: C -15/32 Incline: 1/2 posite, 1 -1 /2 in. min. Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass Base Sheet (Optional): One or more layers Type GI, G2 or G3. fiber any thickness, hot mopped or mechanically fastened. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Base Sheet: One or more plies Type G2 "GAFGLAS #75" hot mopped "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or mechanically fastened. _ or "Ruberoid Mop Plus Granule ". Ply Sheet: One or more plies "Ruberoid ZO hot mopped in place. Surfacing: Grundv "AL MB Aluminum Roof Coating" at 3 gal /sq. Membrane: One or more plies "Ruberoid 30 FR ", hot mopped m place. 9. heck: C 15/32 Incline: 1/2 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, perlite/ e 23. Dnsula (Optional): Fiber glass or perlite, mechanically fastened. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Base Sheet: One or more layers Type G2, hot mopped or mechanically urethane composite, phenolic, 1 -1/2 in. min. fastened. Base Sheet: One or more lay Type G2 "GAFGLAS #75 Base Sheet ", pl Sheet: Two or more layers Type G1, hot mopped or mechanically hot mopped or mechanically fastened in place. " fastened. Ply Sheet: One or more lavers Type G1 "GAFGLAS Ply 4 , hot mopped Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot in place. mopped in place. . Membrane: "Ruberoid Mop 170 FR ". Surfacin Karnak Chemical "Karnak No. 97 Fibrated Aluminum Surfacing (optional): "GAF Fibered Aluminum Coating' at 1-1/2 Asphalt Roof Coating" or' Karnak No. 97 Asbestos Free Aluminum Roof gal l / sq or "GAF Weather Coat Emulsion" at 3 gal /sq. Coating" at 1 to 2 gal /sq. 10. Deleted 24. Deck: NC Incline: i/4 Polvisocyanurate, perlite, glass fiber or wood 11. Deleted Insulation (Optional): 12. Deleted fiber, 2 in. max. Deleted Base Sheet: Type 15 asphalt organic felt or Type G2, mechanically, eleted Incline: 1/2 fastened or adhered with hot roofing asphalt. 15. ec t C -15/32 Membrane "Ruberoid Torch Granule 1" (modified bitumen). Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Surfacing: Karnak Chemical "Karnak No. 97 Fibrated, Aluminum perlite /isocyanurate composite. Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped Coating" at 1 to 2 gal /sq. Incline: 1/4 1 or mechanically fastened. �ered Ply Sheet (Optional): One or more lavers Type Cl, hot mopped in 25. Deck: nsulationJ T wo layers glass fiber (stag joints ), 1 in. each. place. Base Sheet: Type G2, mechanically fastened or adhered with hot Membrane: "Ruberoid Mop 170 FR ". roofing asphalt. 16. Deck: C -15/32 Incline: 1/2 Membrane: "Ruberoid Torch Granule i" (modified bitumen). Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum perlite /isocyanurate composite, offset 6 in. from joints. Asphalt Roof Coating" at 1 to 2 gal /sq. Base Sheet: One or more layers Type G or G - 3 base sheet, hot mopped 26. Deck: NC Incline. 1/4 l or mechanically fastened. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Ply Sheet (Optional): One or more layers Type G 7, hot mopped in Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Al rmimnn Place • • • • w, Asphalt Roof Coating" at ] to 2 gal /sg lncline: lit Membrane: C1ne6*la}:er RjtRVoi�l ):r�•5rnootla" or "Ruberoid Mop 27. Deck: NC Smooth • • •• • • • ! Insulation (Optional): Pet life, wood fiber of glass fiber, ]. in. mai. a,p „ Q FP. ". " asp lvlembr�TLe! C ne�lavu •� } cio+•' • lttll.ine: l mechanically_ fastened or adhered se 6 hot odif halt. n } i" Type G2 or -Flex Babe 60 (modified bitumen), n,echani Insulation (Optional): Perlite, fiber glass, woe fiber, isocyanurate, cally fastened or adhered with hot roofing asphalt. urethojic q erhtc / ,ocyanurite composite. Membrane: "Ruberoid Torch Granule 1 ", heat fused. [>ase+Shret: •(�ne ormore lh�,c Ty' i� �3 base sheet, hot mopped Surfacing: Meupszy Products "1 ndure Aluminum Roof C ur nicltuc311y �ist�>Tl. • • • • 'Weather Check" or "Pro -Grade Alum, Roof Coatm," 7 a n al sd pill lyoet (ptional): :Onior ma ��y �wpe Gl, hot mopped in 28. Deck: NC Incline 1'2 place. Insulation (Optional): Perlite, woad tibec. g lass fiber or isocyanurate/ miembrane: One laver "Ruberoid Mop 170 1 R" urethane board, 2 in. may mechanic ilh fastuu.d. 18. Deck: .•• • • • Base Sheet: Ttipe G2 (modified bitumen), mechancally fastened or Incline: 1/2 Insulation ((Aptionool):• Itr114l •fil l,la "rood fiber, isocyanurate, adhered with heoi roofing tsphalt. hean thanlor 4- rlyt +,�so :nura!e ct»nposit � Membrane: "h� xroiu Torch Granule t" (modified bitumen), t u t ) ; as" � :4� (gpt+�l)o 'Jow u j mn� �s ��`} "' G-2 or G 3 base sheet, fused . het ti*x or mecilani� ally �f ?sTen("d. • LOOK FOR THE UL MARK ON PRODUCT 1 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 133573 Permit Number: RF- 1 -10 -70 Scheduled Inspection Date: March 25 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: PERSUAD, MAHANDRA Work Classification: Tile /Flat Job Address: 8 NW 93 Street Miami Shores, FL Phone Number Parcel Number 1131010170080 Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, IN C Phone: 786- 277 -9540 Building Department Comments Inspector Comments Passed � Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 24, 2010 For Inspections please call: (305)762 -4949 Page 2 of 21 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 # ® ja Telephone: (305) 378 -1991- Fax: (305) 378 -1997 v FLORIDA INTERNATIONAL ENGINEERING & T£5TING LAB Miami Dade Lab Certification # 07 -0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1698 Job Address: /-) 93 ST. � Owner's Name Contractor: t� LIB 6 ` 2x' Permit # Install Date: r "tom Type of Tile: SD�v l '" - Approx. Height —12— Floor: / Type of Access: Scaffolds: Ladder. -I Slope: -/ 2 - Test date: App. Sq.Ft.- Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test Uplift Pau Test Uplift Pull Test Uplift Pull Test Uplift' Tesit. ' Upwrall Location Test (P or F) Location Test (P or F) Location Test (P or F) Location Test (P or - , F) Location Test (P or F)' 1 21 / 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 ------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. R Wdfully Subfnitted By: Vinayagar M. Balakrishnan V, P E. State of Florida Lic # 63107 3 A.9 • s,ti,► SUP � , � Vv 10050 NE 2 nd Ave ; '' , 2010 � Miami Shores, FI 33138 y, ' Phone 305 - 795.2204; Fax 305. 756 -8972 www.miamishoresvillage.com 3 Y: _- - - - - -- RE: Permit # Il r � ' I � DATE. 31a5)h9 INSPECTION AFFIDAVIT I P licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: t% - D b gs 0 0 007 On or about e�13I I did personally inspect the roof deck nailin and /or (Date & time) i secondary water barrier work at (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) % U 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. 4� Sworn to and subscribed before me this 2 day of� 1 *Q Notary Public, Sate of Florida at Large *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