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RF-09-997 a 0� Aim -a Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 - 2204 `1 R Expiration: 12/1512009 ' Issue 611 Project Address Parcel Number APPIIcant 761 GRAND CONCOURSE 1132060172270 Miami Shores, FL Block: Lot: - ROSANNA WINCHESTER � Owner Information Address Phone Cell ROSANNA WINCHESTER 761 GRAND CONCOURSE MIAMI SHORES FL 33138 -2475 Contractor(s) Phone Cell Phone Valuation: $ 8,0 00.00 CARRUTH ROOFING CO INC (305)759 -2005 Total Sq Feet: 1774 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $4.80 RF -6-09 -35092 $ 297.27 $ 247.27 Education Surcharge $1.60 Permit Fee - New Roof $275,00 RF -6-09 -35092 $ 297.27 $ 297.27 $ 0.00 Scanning Fee $9.00 Check #: 2062 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.87 Total: $297.27 In consideration of the issuance to me of this permit, • 1 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 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I 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 June 19, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 19, 2009 1 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 116914 Permit Number: RF -6 -09 -997 Scheduled Inspection Date: July 17, 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: WINCHESTER, ROSANNA Work Classification: Flat Job Address: 761 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 113206017227 Project: <NONE> Contractor: CARRUTH ROOFING CO INC Phone: (305)759 -2005 Building Department Comments RE RPPF FLAT ROOF ONLY 1 -75# BASE SHEET. TIN CAP 3 PLIES PLY 4 HOT MOP. 3 X 3 GALV. EAVE DRIP. MOP ON 1- FIBERGLASS CAP SHEET WITH WHITE GRANDULAR SURFACE Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 16, 2009 For Inspections please call: (305)762 -4949 Page 6 of 11 Miami Shores village Building Department JUN 15 2009 : __ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY ___ ______________® Tel: (305 ) 795.2204 Fax: (305) 756.8972 BUILDING t dcq Permit No. pf Gq�qq -� PERMIT APPLICATI C ON Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) /?/4 0jj &gj 'A- t""' Phone # Owner's Address City _�.:j_ State ol—"Z Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 7k!5 City Miami Shores Villaize County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Na - Z I AR /? # !'r�i� -_ � / � ='� 3 Contractor's Address `1Jr 7`� %�a�il� �Iiy- Aa , i3D�Cl 5 - O /C� City 'l j A 41 State Zip 3. ,:r4p Qualifier Nam,Tt',- Phone # ��<S State Certificate or Registration No. (f eel Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ J9 S ® Square / Linear Footage Of Work: / l�f Type of Work: ❑Addition ❑Alteration p � /Replace ❑ Demolition A. lihild Describe Work: AP, 1 1 `y , _ d V' _ *�x x � *� �x x x�x x�x ��x� �x�x x �x *� x * * ***** *F *** * * * * *** *�x 'JUN Submittal Fee Permit Fee CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ n r� 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: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature W Signature Owner or Agent Contractor The fore ing instrument was ack owle ge before me this � f The foregoing instrument was ac edged be e thkJ C. day of 2019j, by day , who is personally known to me r who has produced w s n h h As identification and who did take an oath. as identification and who did take an oath. TARY PUBLIC: NOTARY PUBLIC: 0 j HARD .CARRtRH Sign: ` l Si / g _ Print: �'� [ (III Wl (� in Ban Tnro c dte My Commission Expires: , Ptft - Sale M Flpr� y Commission Ex res: 'fix *�q�+li�ps� ded By National Aria. APPLICATION APPROVED BY: � Plans Examiner Engineer Zoning (Revised 07/10/07) Miami -Dade My Home Page 1 of 2 My Home t rill . � _ • r _ MIAMI-DE Show Me: Property Information Legend Search By: Prope Select Item r Boundary ound Selected Property Text only Property Appraiser Tax Estimator Street o Y PPr_ _ E 1utS'f S1! �� -' Portability S.O.H. Calculator Highway Miami -Dade County Summary Details: t: water Folio No.: 11 .3206-017-2270 Pro a 61 GRAND CONC ailing OSANNA WINCHESTER x GRXfttt cCilfCEk1R ,a, , !t N ddress: 761 GRAND CONCOURSE W E IAMI SHORE FL 3138 -2475 8 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE LUC: 001 RESIDENTIAL- 5 SINGLE FAMILY HE X414/ 5 eds /Baths: /3 VS4I RD loors: 1E ' Living Units: 1 d' Sq Footage: 3,027 Lot Size: 15,283 SQ FT Y ear Built: 1954 Digital Orthophotography - 2007 0 115 ft MD PL MIAMI SHORES SEC 4 PB 15 -14 LOTS L egal 14 & 15 BLK 104 LOT Description: [SIZE 117.560 X 130 OR 0469 -4829 05 2002 1 My dome I Property Information I Property Taxes R 20469-4829 0502 00 I My Neighborhood I Proper#y_Appraiser Sale Information: Home I Using Our Site I Abou I Phon Directory I Privacy I L}m claimer ale O/R: 0469 -4829 Sale Date: /2002 ale Amount: 1$302,000 ASseSsment Information: If you experience technical difficulties with the Property Information application, ear: 2008 1 2007 or wish to send us your comments, questions or suggestions and Value: $508,600 535,368 please email us at Web master . uilding Value: $247,620 247,62 arket Value: $756,220 0782,988 ssessed Value: LP25,804 316,31 Web Site © 2002 Miami -Dade County. Exemption Information: All rights reserved. ear: 1 2008 1 2007 Homestead: 1 $25,000 1 $25,000 2nd Homestead I YES I NO Taxable Value Information: Year: 2008 2007 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $25,000/ $275,804 $291,315 ounty: $50,000/ $25,000/ $275,804 $291,315 ity: $50,000/ $25,000/ $275,804 $291,315 drool Board: $25,000/ $25,000/ $300,804 $291,315 http: / /gisims2. miamidade .gov /myfiome /`propmap.asp 6/18/2009 Miami -Dade My Home Page 2 of 2 Addmonat Intormawn: r re to see more Information for this ity Development District ity Redevelopment Area rment Zone e zone velopment Boundary alorem Assessments http: / /gisims2. miamidade .gov /myhome /pi-opmap.asp 6/18/2009 M ..w . o i ■ ■ : r ■4, r= EMMENOM NONE� ENO l / ■ / ■ /■�.� _TI": ■■■// ■ /owns /1•■■ ■ sums ■ /■ ■ Mum 11. �I on Mumma 11 is �;��1>.[� l "� L.>t( / / /� /RR/ ■ //'■r /■■ions/■ /■l<t■/ / /11■lso l on m/au■><■o r[m■/s /mm //s» man o ■ammen� �t/ / / /�/�■/in //l:. 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As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the coPtent of the section. The provisions of Section R4402 govern the minimum requlrtinan& an d���iand� A of tie an jis;y for roofing system installations. Additionally, the following items s�►artd be add0ess�� js par: of ffi ftreement•between the owner ant the contractor. The owner's initial in4e aasignatedoopace indicates III%? the item has been explained. .. . . . .. ... .. 1• Aesthetics- v:orQinai s(:i 0 6 worlepanship provisions of Section R4402 are for the purpose of providUg'tl:at:the ibcCf SyUin Mtets the wind resistance and water instruction 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. C Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curcerit provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. 4 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 to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. 0 t ___ 1 2 2L ) 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 buildup of water. Perimeter /edge wall or other roof .extension 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 Sections R4402, R4403 and R4413. 7. & !/V Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building 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 roof. a -)-tA I Al AA Owner/ ent's Signature Date ntractor Signature ate � ";;-3 00 0 • 0 . 0 HIGH - VELOCITY HURRICANE ZONES • • • iii • • • Flori da • �fi• iir.�tp1�FfE•iAsri� �� .i �I��,cl' If'�1lit#t>fitf3� ' • i . i i i . • . • 0 •: : ' •' +a �+o� ti' s,. tuner: # tic sign °tad I'.t>3ss�rres;l~ttsni Rsa58�'�GUsr�a: [+fit �rr>.P1� =iian :Dasto- emmm-f� - ther Spadlid00A, 1�f99. jam otrs�t e . T . �fi�ibing, ,. Term�ratien, t�au�eliaaess _ - �Ri�m9': �'r�g.: �itl�i Cita�i; rct�o�/lia a sha$k13c+�lo, vl Piy s } I rCl'saale: Wan f �#el . P. t height � o€ fuse -Amnw t bmpommt mew", . chorlBase 4ha�t i et78oTt �; l�taterisl Tfiiak_ Hess, F� 0 Type; V gat tact c .:4etatils tw fall t'i`i r'ss. km talon Rase Lwlr - .. FT- tTa'se.�nStt12f11 �rl;t � _� � 1 - rfT 1 4 Q , tz 06 Aff 7 'I�fer'�: � � � ' Q � "'� /� $ds���heelts•}��+to<�•1�3y,(+ s�: ��j�� D 13asecStte�f F.a91et��►t2ii . �tGlafai'[at: s' S � '� , ,✓ •inn Ftcsrif Ply` t(a? nr lci f PIY H6�bj �y 'SIa��.�aat�teYZB�jHditi�Rfll�e . FLORIDA BUILDING CODE — RESIDENTIAL 44.21 . •T • • • • • • • • • • • • • : • : : : • : • MIAMI DADE COUNTY, FLORIDA METRO -DARE 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) 375-2909 • ••• • . •• NOTICE OF ACCEPTANCE MDA) 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 dale. 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),. TWs NOA shall not be valid after So awhit date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andfor the AHJ (in arms other than Miami Dade Courity) reserve the right to have this product or makriol tested for, quality assurance purposes, if this product or material fails to perform m the accepted masmar, the manu&aurer will incur the expense of such testing and the AHJ may immediately revoke, modify, or spend the ,use of such product or material within their jurisdictim BORA reserves the right to revoke this.wogptance, 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 desdribed herein,, and has bcon to comply with &e Florida Building Code and the High Velocity Hurricane Zoneof!thhe Florida Building Code. DESCREMON: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanewt label with4hc1 name or logo, city, state and following statement: "Miami -Dade Coursty Product Control approved ", unless otherwise noted herein. 1t1=WALcf1hisX0A shall beconsiWkrad after a 2enewal application has been filed and there has been no change in the applicable building cow rely affecting the performance of this product. 7'IERMIlYATION of this NOA will occur tlui nAste or if there has been a revision or change in the materials, use, an&or mane of the;product or process. Misuse of this NOA as an endorsement of any product, for sales, adverliising or any other purposes shall automatically terminate this NOA. Failure to comply with any sectiom of this NOA> shall be cause for termination and removal of NOA. ADVERT The NOA number pmccded by the °words Miami -Dade Coumy, 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 slatl be provided�to the user by the manufacturer or its distributors and shall be available for inspection atthe job site -at the request of the Building Official. This NOA renews and revises NOA No. 03- 004.05 and c :of pages 1 19. The submitted documentation was reviewed Byllorge I.. Acebo. NOA No.: 07- 121989 Expiration Date: 11104/13 iM I DAR Appmval E N7'Y Da Page 1 of 19 .. 0 : 0 0 .. .. . . 0% ... Deck Type 1: Wood, Non - insulated Deck Description: x/32" or greater pj.Yv, or j+t of p,1 k;c(scks System Type E: Base sheet riiechlinicall f Ustbned ' All General and System Limitations shalt :. .. .. Fire Barrier: FircOutrm Fitt Sa "'CbaftL�. SfiieleNon- Asphaltic F' Based (optional) Underlayment or ATM. Base situ GAFGLAS * #80 ULTTMATmB Shwt, STRATAVENTO EliminatorTm Nailable, RUBEROWO ModMW 'Base'Sheet, RUBEROXf 20, RUBEROIDf Heat- Weldrm Smooffi,or RUBEROID ® Heat WeldTm 25 base sheet mechanically fastened to deck as de>scrtbed below, Fastening Options:. GAFGLAS Ply 4,. FGLAS Flex,PIyM 6, GAFGLAS #75 Base Sheet or any of above Base alsobattadhedto, deck with approved annular ring shank nails and tin caps at a fastener spaoiug of 9" o.c. at the lap staggered and in two rows 12" o.c. in the old. (Maximum Design Pssare ^4Spsf, See General Lbnkaddon #) GAFGLASO Ply 4. GrAFGLAS Ply's 6, GAFGLAS #75 Base Shca or any of above Base 41mbaUadhedtodock with Drill-Teen #I2 standard, # 14 or # 15 Screws and 3" Drill -Ti dim twel'Aft or Drill-Ted" AeeuTrac Plates, , 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design r-45p , Aw Gwdnat #7) GA;FGLAe Flex Ply= 6, GAFU AS #75 Base Sheet or any of above Base sheets attached to diock with approve artnu ar ring span nails and tin caps at a fastener spacing of'9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field (Mm&nm Dacigwe wire S 3 rsf, See General LImMeddon #7 GAFGLAS #80ULIWATm, RU H ROID 20, RUBEROR? Mop Smooth, base sheet attached to deck wllh I M" annular ring shank nails and inverted 3" steel plasmaat a fastoner- spacing of 9" o.c. at the 4" lap and in two rows staggered with afinkmxwspacing of 9" o.c. in the center of the membrane. (Mwdmma Des muse &e General Liters #7) GAFGLAS #75 Ban Sheet.o r any.ofabove Base sheets attached to deck with Drill - TeOv #12 #14,or# 1 5 Serum and 3" Drill-Ted sWJ plate or Drill. -Term AccuTkia Plates, P2" ox.. in 4 Tows. One row is in the 2" side lap. The other rows are aaWdly spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 pqf, ee General Ldmidaddon #7) Any of above Base sets a!to deck approved annular ring shank nails and:3" inverted Drill -TecTm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows'9" in the field. ( Maximum Design Jlressure - 6Qpsf, See General Limitation #7) NOA No.: 07- 1219.09 tAM d � Expiration Date: 11/04/13 Approval Date: 03120/08 Page 17 of 19 .. . . . . . . . . GAFGLAS -#75 ` Fegt;pr any qi above Base sheets attached to deck with Drill -Team #12 surd, #14 or # 15 Screws and 3" Drill -Teats steel plate or Drill -Team AccuYTw Plates, 8" o.c.. n A rows. One row is in the 2" side lap. The other rovrve jqeIlya cpo lately 9" o.c. -in the field of the sheet. (Mwdm& .De *v An stme:-7S* SM General Lihuftadlon V) Ply Sheet: One or more plies of GAF01" PLY 4, #80 ULTIMA, RUBEROID MOP Smooth or RUSEROMP 20 &&wad ia.af1A mapping of approval asphalt applied withurth;. * ze" of 24- 401bsAq. Cap Sheet: (Optional) Une Wof GAPGR: 'h hmal Surfaced Cap Sheet or GAFGLAS CapTm Mill Swfac:ed Cap Sheet adhered m a full mopping of approved asphalt qp ied within the EVT range and at a rate of 20 -40 lbsJsq. Surfacing: {Optional, required i RIIBII$ I!i<OP Smath ar RUB)M011 P 20 is top membraw) Install mm,of the following: 1. Gravel or slag applied at400 lbsJsq. and 300 IbsJsq. respectively in a flood coot of at 60 ftJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFG1" 'Mineral Surfaced Cap Sheet, GAFGLAS" Energy Cap Mineral Surfaced Cheet adhered in a full mopping of approved asphalt aWlied within the E'VT range and at a rate of 20- 401bsJsq. 3. Look BUAw 30'3 Fibcmd Akmf mw Roof COO&F,_& 1.5 4. Leak BusbrTm MntrixTM 715., Leak BusterTM MatrixTM 322, TOPC ° MB+, TORCOAr Fireshield Elastomeric Roofing 5. Leak B=sWTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, roof coating applied at 1 to 1.5 gal./sq. 6. TOPCt i.'71 Surface'Sea1, TOPCOAT` Fireshield" SB Solvent based 'cRoofing 4emb=ne applied .at Ito-1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufa tinw's specifications and applicable Building Codes. AUXInuum Design Pressure: See Fastening Above NOA No.: 07- 1219A9 uNn Expiration Date: 11AW13 APPS Daft Page 18 of 19 •• •• • • • •• •• • WOOL) DECK SYSTEM L.u!'ffmiONS: 1 A slip sheet is required with Ply 4 aaad Flet'Ply 6 *hbn u , ag %mechanically fastened base or anchor z sheet. • • .. .. • . • • .... . . .. .. 2. Minimum Ve Dens DeckTM or 'la" Tppe 3t gyp m Wrd is stable to be installed directly over the wood deck. V : 09 s ee GENERAL LIMITATIONS: • • • • • • 1. Fine dkwifimim is at peat of this 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 1lbslsq., 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 mapped. If no recovery board is used the base sheet shall be ' applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs1sq. 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 Ib£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ib£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment ofanchor/base sheet or-membrane attachment is based on a minimum fastener resistance value in conjumdon 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 fitshmor swing, prepared, signed an1'sealed by a Morida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced tuplift pressure requirements of these areas. Fastener densities shall be increased for bodh insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. CaUcarlations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architec k or Registered Roof Consultant (When this limitation is speciilitmlly referred within this NOA,, Gmemd an 49 wM not be ) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and :applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor,extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within thU NOA, General !Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in.aceordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07-121 Expiration Date: 11/04113 Approval Date: 03/20108 Page 19 of 19 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY . ... . . ...• •• •• • • e •• •• • 174 ROOF COVERING MATERIALS (TEVT) • • • • • • • • • • ROOF COVERING NATERiMLS UEVT) Roofing Systems (TGFU) Continued • too 0 0 a 4fing Systems (TGFU) Continued 1. Deck C -15/32 Incline: 3 1. Deck- Incline: 3-1/2 Insulation (Optional). One or more layers perlite, wool 1 4er • W : : Mulatio 40liftial): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate compd:it(: pr%e /• : • fiber•is qwi ate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any • • Athano jnpc!&, wood fiber /isocyanurate composite, phenolic, any thickness. • • • • ?l» ckness • • • _ Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or Ply Sheet: Two or more layers Type GI " GAFGLAS Ply 4" or "GAF - "GAFGLAS Ply 6 ", hot mopped. GLAS Ply 6" Surfacing: Gravel. • • • ; ; • • : gp:M@et6 P G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot 2. Deck C -15/32 Incline. 2 • • • • • 0 Insulation (Optional): One or more layers perlite, wood fb i beA ghssi • :yC :- -15/32 Incline: 3-1/2 fiber, isocyanurate, urethane, perlitelisocyanurate composite perk e/• • • I�uta!~ion [ tptional): One or more layers perlite, wood fiber, glass urethane composite, wood fiber /isocyanurate composite, phenolic, any fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ thickness. urethane composite, wood fiber /isocyanurate composite, phenolic, any Ply Sheet: Three or more layers Type GI " GAFGLAS Ply 4" or thickness. " GAFGLAS Ply 6 ". Base Sheet: Two or more layers Type GI, G2 or G3. Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Sheet". "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) 3. Deck: NC Incline: 2 or "Ruberoid Mop Pius" (granule). Insulation (Optional). One or more layers perlite, wood fiber, glass Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ Class C urethane composite, woad fiber /isocyanurate composite, phenolic, 2 in. 1. Deck: C -15/32 Incline: 1/2 _ max. Insulation (Optional): One or more layers perlite, wood fiber, glass Ply Sheet: Two or more layers Type GI " GAFGLAS Ply 4" or "GAF- fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ GLAS Ply 6 ". urethane composite, wood fiber /isocyanurate composite, phenolic, any Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap thickness. Sheet ". Ply Sheet: Three or more layers Type Gl " GAFGLAS Ply 4" or 4. Deck NC Incline: 1/2 " GAFGLAS Ply 6 ". Insulation: One or two layers "isotherm R ", 4 in max, hot mopped. Surfacing: "Special Roofing Bitumen" 20 lbs /sq. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR mat system. Class A 5. Deck C -15/32 Incline: 1 1. Deck. C -15/32 Incline: 1/2 Slip Sheet (Optional): Red rosin paper, nailed to deck. Insulation (Optional). One or more layers perlite, wood fiber, glass Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet" (may be fiber, isocyanurate, urethane, perlite /mcyanurate composite, perlite/ nailed). urethane composite, wood fiber /isocyanurate composite, phenolic, any Ply Sheet: One or more layers Type Gl " GAFGLAS Ply 4" or GAFGLAS thickness. Ply e. Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or Cap Sheet: One layer Type G-3 " GAFGLAS Mineral Surfaced Cap " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen Sheet". Surfacing Gravel. Deck NC Incline: 3 COMBINATION HOT AND COLD SYSTEMS l G Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet ". Class A Ply Sheet: One or more layers Type G1 " GAFGLAS Ply 4" or "GAF- 1. Deck. NC Incline: 2 GLAS Ply 6 ". Insulation (Optionalk One or more layers perlite, wood fiber or glass Cap Sheet: One layer Type G-3 " GAFGLAS Mineral Surfaced Cap fiber, 2 in. max. Sheet ". Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or 7. Deck C -15/32 Incline: 2 " GAFGLAS Ply 6 Insulation One or more layers perlite, glass fiber, isocyanurate, ure- Surfacing. Grundy Industries "al MB Aluminum Roof Coating" at thane, perlite /isocyanurate composite, perlite /urethane composite, phe- 1-1/2 gal /sq. nolic,1.0 in. min (offset from plywood joints 6 in.). I Deck: NC Incline: 1 Base Sheet One or more layers Type G1, G2 or G3. Insulation (Optional): One or more layers perlite, wool fiber, glass Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ "Rubemid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) urethane composite, wood hoer /isocyanurate composite, phenolic, any or "Ruberoid Map Plus" (granule). thickness. Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Ply Sheet: Three or more layers Type. Gl " GAFGLAS PIy 4" or 8. Deck C - 15/32 Incline: 2 " GAFGLAS Ply 6 ". Insulation (Optional): One or more layers perlite, wood fiber, glass Surfacing: "Weather Coat Emulsion" at 3 gal /sq. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ 3. Deck: NC Incline: 1/2 urethane composite, wood filnerl"anurate composite, phenolic, any Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. thickness. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber Base Sheet: Two or more layers Type G2 or G3. mat system Ply Sheet (Optional). One or more layers Type Gl. 4. Deck: NC Incline: 2 Membrane: One or mom layers "Ruberoid Torch" (Smooth or Granule), Insulation (Optional). Isocyanurate, perlite, isocyanurate /composite, "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) wood fiber and glass fiber, any thickness, mechanically fastened. or "Ruberoid Mop Plus" (granule). Base Sheet: One ply Type Gl or G2, mechanically fastened or hot Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. mopped 9. Deck: NC Incline: 2 Ply Sheet: One or more plies Type GI or G2, adhered with hot roofing Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber asphalt. mechanically fastened, any thickness. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -112 Base Sheet: One or more layers Type G2, "GAFGLASS #75 Base Sheet". gal/sq or "GAF Weather Coat Emulsion ", 3 gal/sq. Ply Sheet: One or more layers Type G1 " GAFGLAS Ply 4" or "GAF- 5. Deck: NC Incline: l GLAS Ply 6 ". Insulation (Optional): Perfite, glass fiber, polyisocyanurate, wood fiber, Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mechanically fastened, any thickness. mo pes' Base/Ply Sheet: One or more plies Type GI or type G2, hot mopped in Surfacing: "Fireshield MB ", 25 - 3.0 gal. /sq. place. class B Coating- " Fibered Aluminum Roof Coating ". LOOK FOR THE UL MARK ON PRODUCT CFH 2009RO430108 NOME OF COMMUCEIMU OR 9k 26902 Ps 20831 Qps) RECORDED 06115/2009 13:06:05 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYt FLORIDA TAERMWO LAST PAGE STAW OF FWFfflW- STATE OF OPIDA, COUNT F VEE Y tt cou (=NTY OF WWI -DARE: j HE 1i E ri Y G TIFY that this is a tlru WAK co d in 2 e offloe a4l THE LUDSWGNM hoeby &AS MOM fti A D 20__A&?_�_P_ propeny, and In accordance Wfth Chapter713, Florida and Official Seal. N 007WE YRUM A N, CL K, of Circuit end C t Courts rh podded fn thk No@= (at D.C. By 1. Legal description of property and streetladdrew. 76 1 eO"." 02 2. Description of improvement:— AeAl ' ' 3. Owner(s) name an d add ress: ress: Interest in property. Name and address of fee simple titleholder 4. Contractor's name and address: de-AAo?V2W 5. Surety: (Payment bond required by owner from canbacW ffaq) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Ckvnmr w*= vdhm motices or other documents may be served as provided by Section 713.13(1)W., Florida StatutM Name and address: 8. In addition to himself, Owners designates the a copy of the Uenorjs Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address. 9. Expiration date of this Notice of Commencemenit "wemffikdtiun dliffleiis I year from the date of recording unless a dill Zdff� 'specified) Signature _oJ"_# caner _ j �&-a nW Print Owner's Nam Prepared by;§5W,4� 6 '*AR 0 rAA - Sworn to d s bscribed before methiPja before Notary Public ic Print Notary's Name My commission expires: .., CATA it FAMY Mw - 8W d Fbft 0 123.01-52 PAGE 4 WM • OF wort I Cam*" Do SM40 U !nW- By NOMW NOWY Am - - -47: