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BP-03-1671MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / —OS -(3 Type Insp'n r1V Permit No. , e) r 0 3- /42 7/ Name fIrt Address 51 5 gc.0 t t t 57 Company 1 �ad� ROoFr 1 Phone# c5d s '954. -6 Inspection Date l eo e i Approved Correction Re-Insp'n Fee X -H44-- eb•J l y_ 0 E ' VILLAGE MIAMI BUILDING DEPARIMOTT 305-793 Building Inspection Request Date / - -° Y T ype Insp'n Permit No ''); /2:.) r 0 7 /to 7 / Name 11,1 a cp. --- Address 5 m (- 1 1 1 5 T Company /1 VT) s 6a le koony15 Phone # jOS 9& - Inspection Date / - Approved Correction Re-Insp'n Fee .P, MIAMI SHORES VILLAGE BUILDING DEP4TMENT 305- 795 -2204' Building Inspection Request Date 1 Type Insp'n 61- qop /rl y ,es Permit No. 6P 63- Name 2 5 Address 315 N II 1 54 Company Phone # q■Ect0 )7K9, J I Inspection Date / 610 1 Approved )( Correction ❑ Re-Insp'n Fee ❑ i . .( a Type Insp , n Permit No. El V ( `k. Name MIAMLSHORES VILLAGE BUILDING DEP4RT1MENT F1, 305-795-2204 Bui din Inspection Request Date i Approved Correction Re-Insp'n Fee Address 3 1 11 1 5 4 - Company Phone # q: Inspection Date 510"1 :1 Dat5i Type Ins.' Permit No Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Inspection Date - Approved Correction Re- Insp'n Fee Address 1 Company Phone # Approved Correction Re -Insp' n Fee MIAMI SHORES ILIAGE: BUILDING DEPARTMENtik 305 -795 -2204 Building Inspection Request Dat Type Insp'n Permit No Name Address Company ) i & A t - t _Pp `0 Phone # "30 `, - 7 fi . ( /J ,/ Inspection Date 5/ / / f 0 .` ( Owner/Lessee / Tenant ° 4/ f 9F 6 sC ( Master Permit # Po — 1 !GJ ` 3 /f" 4/ / 't a T Contracting Co. �L� � 7 y ` g fi Q��er X a 4,.../„.e SS# Phone (o.r) ' — 4 5 ; / State #A 0 M5* W 0 0 Municipal # Competency Architect/Engineer Address Bonding Company Address Mortgagor Address Owner's Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING WORK DESCRIPTION G ',u-c= `\h1 PERMIT APPLICATION FOR MIAMI SHORES VILL 13 Job Addren 3,' - 0 , f /'`3/ Tax Folio } ` ^ d / 3 4 Square Ft / �•� • ° *• 1•t • • #DD 199663 ' -fr • FEES: PERMIT /9 R!!!lNtt C.C.F. APPROVED: Zoning Building Mechanical Historically Designated: Yes NOTARY Phone Electrical RECEOVED GI iCT 2 2 2003 No WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER : AFFIDAVIT:; I certify that all the foregoing information is accurate and that all work will _done in compliance with all applicable laws regulating on and zoning. Furthermore, I authorize the above -named contractor to do the work TOTAL DUE • . 0ss1o4r'• ,• / /i Date 4... v 28 ' ? Op > 0 4 tt o : #D D 1 9 966 ; :::::: I I /L i9 :r N /9 ` • � UndeO• V BOND 4 1 4 / ittllruttt�� BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ®e® Permit No. 'P 03 '`6 7) Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's. Address City State Zip Tenant/Lessee Name Phone # a Job Address (where the work is being done) 3/5 4./k/ /G 6 City Miami Shores Village County Miami Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: /75 6 Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: /,hR37 7L- SZ y Total Fee Now Due $ 2 qa g • (Continued on opposite side) Submittal Fee $ 5-0 Permit Fee $ CCF $ tl oC e, Notary $ Training/Education Fee $ A Technology Fee $ X RH Scanning $ 3 — Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ azfeicte 1 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 CONDMONERS, 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 RI!S1ILT 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 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 of the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced As identification and who did take an oath NOTARY PUBLIC: Sign: Print My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * *s *, ** * * ** * * * * **** ** * * * * *s * * * * * ** * * *, *i* * * ** * * * * * * **** * ** * * ** ** * ****it** *apt ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************************** * * * * * *** * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/I4/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: . - My Commission Expires: OCT 2 3 2093 Plans Examiner Engineer Zoning *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General information) Master Permit No. Process No. Contractor's Name /4 4 10,64 d 1" Job Address 3/ A" /1/ 5r ROOF CATEGORY g Low Slope 0 Mechanically Fastened Tile Mortar/AdhesIve Set Tile Asphaltic 0 Metal Panel/Shingles Load Shingles/Shakes Shingles ARE THERE • D Prescriptive BUR-RAS 150 GAS VENT STACKS? YES 0 NO;ilit 41 ROOF TYPE TYPE-NATURAL 0 LPGX t3 0 New Roof rte-Roofing 0 Recovering 0 Repair 0 Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) fro iierk calonies 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. minms*NrenWEAnnismummummaimmEmmassmilmanUmnimisimmulammuniminimimmummennum Innimimmolissimmismimmonim nn m IIIIMMUMWOMMMOOMMUMONXIMMEMOMMUMOMMINEM IMIXWMANNUUMUMMOMNIMIIIMMOIWWW,.:MMUWANNEMINIMIXMONVIMENMIMMUMOMMIIMMUMMINIS MINNAMMINUMMINMOMMUMUMMUMEMMUMMAMMIMUOMIAMMIMMUMMMMONIMMWMIIMMOMOmMOOMMUMMUlm NOMmininuarnlissimilammumwmgrummiamolammummilm M 41 MMM misimmannNumangliminaNsOmm Imenememanliimilmilliumr,milansminmilliTharnisallimillnammlpliammumiliMmliMMIMMOMMU IMWOMIMmummilliniMOMMilamg.NIMMUSEMINNOMINNign:OMANOMOMOMMUMMOMMOVEMMIOnn WINUMmumilimmullinIMISMUmbgnmillinMOUVISMOMMIMMOOMMIUMMOWNIMMORMIIINIMO IMEMMXIMMINIOMMINNIIMMIMilaira solimmimminmemmesimummimimeMaiaWNWInAlmilmMennallarnmimmilmmilinUnannitrn limummummusimmormausaNOMMIXONIQOOMMOMUSImmiummAmmonammumnammirsimmims minammorammonlannimaimmilumMilinimsOMMONNOMMINIUMAIWIMINOUNImanamMOMMenim INOMMINSWINKIMMINSMEMprimminMAIMMIWONNImONIMMOOMMIAMMInallimmOSIMAMMINIONIOsi IMAIIMINMEMOMMinisMulismommomanliMIONOMMINIKOMOIMAIMWOrlimmialinimiliMminsm liarnummilisOMMISRIMOrniniamiummilmimmilWirlimummulaltivriMminammisimininimerm NUMNIMMWMOMMOMMINIIMUMMOMMEMMINSMIMMANCUANIONNIMWOUV-AMMMIMMXIMMIMMIIM IMUMMOMMEMEMONNMOWNIUMMUOMMINVIMMENUMWriAMMIMMAMMEMIMMUMMMONNOMMIMMOWN gannOssmANONNMEMUSIMEMNIMINIUMMONIMAIMMUMMONIMMNIMIMOMMOSEmmillimism IMMinnemlinnamsommagmmummisMIMMOMISSOIMMUNIMUMMENIMOMMUMNAMMIMMINKINNESOMME 1 11 1 1OOMMOMMUMMINIMMOmismilmilmstimmiumilmniNIAMIEWOOMMIRENNUMNOMMINUMENO monsommelmaimmammismOmilliiimmiannonnOilinnIMIIRSIMMOssamMIXONOMMIssims INWNImamminummAilimartnnlaillarnamommanwmanimmoR,mIllimmOMONMErnammOOMmlaril ONROmmummunimamOMIANNIMmionammammammilOMIMismilimMMOSIUMMUMMONEurnanNimm ImminammismilimmirnrinaMMOMUMMAXENNWOMMUOMMIIMmismilrninsimmilimmumumm INANNOMONIMMNISNOMMOMONAMEIMMOMMINUMNOMMoinsumniallimirnalmaimadimMinialani IMMININNOMMOIRMOMINNAMMOMMINMINOMMNIMMIMMINAMMISINNOONOMENMONSOMMEMONMINNI COMMUMWOMMICIMMORINNAMMOMIMMOMMINOMMOMMMORMISNOUNIMOMUMUMMSOMMONOMMMOIMMOM 11111111111MOMUMISMNIIMMMOUNMORNMEMOMMMAMINIMMINIIMUMMMUMNIMMISIMMASEMOMMOIMMOMMEM 111111111111MMINISMIMMONOWINOMMOWNWIMIMMUUMMISMAIRMSEMAI••IN•OMMK•NIMMUMOMM•MO rillsommommummilmilimilmmAraMOONOmpimiligra vilimMMINAMSMANNUMMAXIMUOMMXIMIUMUMORIONNORWSMESOMMUNSIONOXIMMOMISMOMM ImmainnemommimmaimillOMMammirnamilimmumnsumWign+OMMIMMIONNEWOmumMINUMNIMUM ----- . ..........411MIMINNUMMUNIMAMMIMEMS IMMMESMONIIMUMMIThilarniiiiiitamOMMINEMOMMIWOMANIMMENNEMNINIMMIUMMOONIMMOINO ONONSIMMINIMMOMMINOWIWWWWW2MIIRMAINNOIUMMOWIAMPFAMMRSOOMOMMOMMOMMAIMAIM IMUMMOMMIMUMMOROMMAXIMMWINMNIMP2ArfAMMUNIMIXIIKAMMAMV INIMMEMOMMOMMONOMNIMMMPNIMMOMMUIMMAIOXIMMINAWAIMMIUMNIMMEXMONNOUNUNOWNWIIM I IMMITIONIMISMIXIMMIXIMIMMXIMINAIONNUOMINOISMIOMMOIMMUOMMIXOnaNIMMIMONIMMOIN gnaminimulAMEmmainrinlimmimilMuMplIMNAmmunimmillinMSMOWIMMINMSNIMMMONOWNOWNWOmOni IMMENIMANNEMNAMMISMONnummilmaininanimmlinUMMUMArnimilmoWNIMMMIIIMMIE COVIMMONNXIIMNITANMENNUOROMMONIMIUMWOMMINUMUNIMMNINIMMINIMMEMORMIXIMUMMONIS i mmilammeglimmormmummammalimmininiMminallimmOONOSNIONMIThinsimanollarnimminimmusi IMMEMMIMMINIMMIOMMINNIMMimmANUMMIOnnlimmimMUMMINANIMMONIMOMINNONMEAMmilm ClOMMUNNMEMIUMVIMASUOUMMIMMXIMMOMMOUrnimmisMUMNOWEIMUMMIONEUMNIMMINIMOUM • , 71: I • w ,, : „ ,47:72 ,, 1 Ib't1 Roof System . Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application - A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6;7 Metal Roofs - A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings • 3. Design Calculations per Chapter 16, or ifApplicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances . 5. Municipal Permit Application 6. Owners Notification for Rooting Considerations (Re- Roofing Only) 7. An R = • uired Roof Testin Calculation Documentation • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING 0 PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: Florida Building Code Edidon 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA") System Manufacturer. GAP Material s NOA No.: 02- 0408.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -49.2 per: —82.6 pmax3: -124.3 Max. Design Pressure, From the Specific NOA System: —92 . 5 Deck: Type: Wood GaugelThickness: 3" Face 26 ga Slope: 1/4: 1 2 Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation FastenerBonding Material: Base Sheet(s) & No. of Ply(s): hh 1 Ply Gafcrlas Base She R t i Fn g en r / Corrotion Resistant PIy Sheet(s) & No. of Ply(s): 2 Plies Gafglas Ply IV PIy Sheet Fastener/Bonding Material: Hot Mopped . Top Ply: 1 Ply Mineral . Surface Cap Sheet Top Ply Fastener/ Bonding Material: Hot Mooned Surfacing: 12 Pile. Get Glass Piy N Hot eyed Fastener Spacing for Anchor/Base Sheet Attachment Field: 09 ' oc @ Lap, #Rows 2 c� � _ ' oc Perimeter. 6 ' oc © Lap, # Rows 4 © 6 . oc Comer. 6 ' oc @ Lap, # Rows 4 @ 6 ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. pitnmm Surf. cap shy Hot M. Ply Galen /7a Moo Fad 2 Plies tritlr ash, .:, Wood Parapet W.0 Height R Mean Red Het Root Ruud I a . Roof System Manufacturer: / e / i 7 Notice of Acceptance Number: 69 f' — // / /.- ®. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: f 3 Pmax2: , 7/ Pmax3: 72/ Maximum Design Pressure (From the_NOA Specific System): °— 5' •Y Method of tile attachment: 6 "--,,,x,,„ Roof Slope: :12 1 fivritia - Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D Ridge Ventilation? /11 4 Mean Roof Height: /r Form AB -326 ( Page 4 of 5) New 1/16/02 Deck Type: Type Underlayment: Insulation: Steep Sloped Roof System Steep Sloped Roof System Description 1 Fire Barrier: ,41_3e leo° frir Fastener Type & Spacing Adhesive Type Type Cap Sheet: Roof Covering: wiht. ri* e e4ce. Type & Size Drip Edge: 9Q A 71 Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 . NOA Restoring Moment due to Gravity M NOA Attachment Resistance M NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application M Required Moment Resistance* Mean Roof Height Roof Slope , j, 15' 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 1 - Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Ca- k -tians Per RAS 127" x a. /2. = . _ `) - Mg: 3• ' f = Mr] i _a-' NOA M (P2: / . / x 6 2 ) - Mg: • j r l = M e- NOA Mr < (P x O. „. _.f: t 1- )- Mg: . 1 5"/ = M v 7/ NOA Mr ; Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with . the values for F If the F' values are greater than or equal to .the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : x I: = x w: = ) - W: x cos B.• = F NOA F' (P, : x I: = x w: = ) - W: x cos B.• = F NOA F' (P x I: = x w: = ) - W: x cos B: = F NOA F' Form AB -326 ( Page 5 of 5) New 1/16/02 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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. . 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 e addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in 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 u i - . townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or own r should notify the occupants of adjacent units of roofing work to be performed. . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ewed 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 ause 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 origin roofing system is removed. . Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduc. d. It may be beneficial to consider additional venting which can result in extending the service life of the roof Owner's/Agent's Signature CADOCUME- riempLLOCALS- ATempISECiION IS24.da IO /I / 0 Date MIAM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventlonal Built-Up Roof System for Wood Deck. 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 ROOFING SYSTEM APPROVAL Cateeorv: Sub- Cateeorv: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dlimenslons GAF Asphalt Concrete ' Primer (Matriem 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matriem Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTn 6 Roofing BUR Wood -75 psf See General Limitation #1 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 02- 0408.09 Expiration Date: 11 /04/03 Approval Date: 05/23/02 Page 2 of 21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaT' Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dvd Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yT' 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7J GAFGLAS® Ply 4®, GAFGLAS Flex P1ynd 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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 Pressure -45 psf, See General Limitation #7) GAFGLAS Flex Plynl 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank 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. (Maximum Design Pressure —52.5 psf, See General Limitation IM GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7J Ply Sheet: One or more plies of GAFGLAS® PLY 4®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. NOA No: 02- 0408.09 Expiration Date: 11 /04/03 Approval Date: 05/23/02 Page 18 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum %." Dens Deck or 'A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and 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 this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11 /04/03 Approval Date: 05/23/02 Page 21 of 21 ROOFING S:ysnai4 (TGFlt )—Coatinued um .board •andovertayment •bosriare offset-fib. W th. he j in t* . pa is -part .of the .roof •sytstem, it must be placed .below the 0, multiple plies of °GAFGLAS Ply 4° or °Ply 6" may be adhered to Beck° in .hot asphalt • GAFWAS Stratavent Mailable Base Sheet' may be mechanically attached or mopped over noncombustible dedcs and as a recover over adding- roof Petite Insulation may be utilized as raver board aver "E.VFRGIIARtt" n in. any of the tonneaus systems. ASPHALT FELT SYSTEMS WITH HOT WOPING ASPHALT pe Premimum Base Sim) is a suitable alternate for Type GI asphalt glass k s shee d " below. •Ply 4" or "GAFG LAS 'Plytfi°) in the -Class A, H or•C•roof ms soot- cledc: mayfkst •be••cevered•witkh• a• Type •62• asphalt glass tact base 'WG1AS�.. S �7 .- a z trPP Lyy• ��Jper - . of ARMS �5t :revert Ply). na1Iab1 Perforated be and salable to be atiar.hal granule side. doem. an option Type G2 asphalt glass mat base sheet r("GGAAIGtAS' B75 Base ,'GAFGCAS Piemi`um Base Sheet°'or #GAFGLA'S Stratavent (Veitt•Piy) nar"lable dada") may be substituted firs G1 asphalt glass fiber ply Sheet LAS. Pty. 4 or. "GAFGLAS. Ply. 61. as. the nailed. base ply in. the following. otberwfseindirated albs: aeons may be hot moppedor mechania4 ` or- maybe use, far flashing fesat: y rof the Class er :C. systems. *dile referenced, this lit -Classified to insulation. i FIEMP .P " any .m hed stone or slag are suitable alternates for gravel in any of the Class A, C systems listed. ttemerrt fiber building. units are• considered •stdtabfeto•berinduded.• deck in the fo' wing'Ciass A. B o>rt systems listed over C -25/32 or NC. useetlyinne beard • • awsofthefeaswingeass A,,B art syiteras .net.adve ety effect the rating, The use of 1/2 in..mis g .board• is. alternate far over C -15/32 decks. use of irohnlynese insulation board between .min 3/4 in. [ p to bored deck. alternate for board in�the following C S A, B o C a It, BorC P Isotherm Re. "GAFTEMP T d Isotherm RA` and °GAFTEFt? R"may be substituted for any il• telikulatien fn• any o€ the bu {3� be utilized. witisany of the fellowtne "Asphalt Felt *ins with Hot #80 Premium Base Sheet may be used in any of the following i Class. A,. B and C.. ilet•roofhtgasphalt,•for vsa• withe rganirand •gtass•felts•nr•modified••bitumen ombranes. Class A • Insulation (Option*: One. or more layers berfit% wood fiber, gglass fiber, isocyanarate, urethane, petfte/isocyanurate composite, petite/ urethane composite, wood fiber/isocyanurate composite, pheno c, any thicknerss.. 4� SheetTh ed eer 5S " "er "WSJ t Gravy Decla C -15/32 . Incline: 2 Insulation (Optional): One or more layers petite, wood fiber, Mar isocyanuratei urethane, pe►Rte/isocyanurate composite,, urethane composite, wood fiber/isocyanurabr compost% phe ./fly Sheets Three or mere layers Type GI "TIAFGIASPIreer q5. Ply carp sheen Line layer Type G3 °GAFGLAS flitteraLSurfaced Cap Sheer. D _§ub ecie NC.. Incliner 2 7artion ' (B,pttonat).r • One or more • layers petite, wood - fiber, Lass fiber, �, urethane: perlite/isayanurate composite, urethane composite. wood. fiber/isocyanurate rnmgnsit" . . • . 2. in.. .max. ply Sheets Two eor •more-layers-Type'G1:"GATSLA'IPly•4 or•'"GATGL•ASfly. .Cap Sheet One layer Vim .63'i Surfaced Cap Sheet'. r Indine 2/2 .ply or base sheet may be solid mopped, spot mopped or mechanically • Der, NC insstiatiasrs One or two layers °Isotherm R", 4 in. max, 'hot mopped. LOOK FOR MARK ON RiRADUCT iANFERIALS- .PIySisa�• lit gravel surfaced Ebea` Class B 133 ROOFING SYST©E (T��— CC&&rtihrred' Ek•aspbait gtassfber = --that m peck: C -15, 32 Incliner 1 Slip Sheet (Optional): Red rosin pa�� per, nailed to deck. -- - Base Sheet. One Layer of Type G2 °6AFGLAS g75. Base Sheet" (may be nailed ).. P PtySheet'One or mare •layers•af Type "GAFGLAS.PIy 4' or'GA<PGLAtS•'l?ly trot Ca Sheets One layer of Type 671°G FGLAS inera S urfaced Cap Shee �y or isci Base Sheet One laser of Type 52 aUFGLAS V Base Sheet°. Ply Sheet One or more layers of Type 61 "GAFWLASPIyt 4° or GAFGLAS Ply Cap -Skeet One layer. of Type 63. "GAf.GLAS.Mineral Surfaced Cap.Sheet.". 7. Deck: C -15/32 Incline: 2 . Insulation: One or more layers petite, glass fiber, isocyanurate, urethane,. paideirlsoryanwa'te composfte pe wethane composite, phenolic 1:tb ilk ads ( f .ptywaad' • h . Base Shy One es more Wets . of Type G3, 2roc G3,. Membrane One or. more layers of "Ruberoid Track' (smooth. or granule). °Ruberoid Torch Plus' (granule), °Ruberoid Mop" (smooth or granule) or °Ruberoid Mop P��ie�s' (granule). Ca Sheets °GAFGtAS Mineral Surfaced Cap Sheet", hot mopped. Deck C- 15/32• Incliner 2 Insulation (Optional): One or more layers ,penile wood fibers. fiber, isagpnuratei, urethane, . composts, rnethane composite, wand f#bor/isozymunate Ease Std Tie or more Cayes of G2'ore. Ply Sheet 41iptteratIts Gee set of Type G3. Ittranenes Aneer arose :hyers-of•°Eulrensid amar_.(t or name* "Nardi Iflu r. mde), "tap ,( . ' granule Or Cap Sh�eets�IAS�l Surfaced Cap Sheet°, hot mopped. ny 2. Yell: £ 1'Tf32' Incline 3-712 Insulation {Optionatjr One or more bars pee wood fiber, fiber, ,..1 .composta•. i g F Tare or more layers of Type •G1 °•GAMS Ply 4° ar'%A,f6LAS Cap Sheets Type G3 °CAFGL*S Mineral Surfaced cap Sheet°, -hot -mopped. 2. Dada C-15/32 Inc ine: 3 -1 • Insulatioar Optional:. dna re owe layers wood Stet .pe , urethane composite, wood fiberfaocyanurate composite, Base Sheetr Twe or more layers of T G1, G2 or G3. Mew One or more layers of id Torch° (smooth or granule), °Ruberoid Torch Plus.° (graneila). °Ruberoid Mop° (smooth or granule) or • -Cap Sheet 4 GAFGLAS44ineml Surfaced •gyp Shy', ••hat•amopped. Class C 1. Dada C-25/32 t/2 Insulation. (Option:*: One or more Layers petite, wood i fiber, isoiyanurat% manual% petite/isocyanurate• composite; urethane composite, wood fiber/isocyanurate composite, pheno li any thickness. Ply SheetsThree or more lam of Type. G1. °GAEGLAS Ply 4° or,, °GAEGLAS Surfacing: Bitumen' 211 lbs/sq- COAL MR FEU' SYSTEMS W1114 HOT ROOMS COAL TAR Class A 1.' Deck: C -15/32 Indian 1/2 . inestatian One or . moo= .lam i woad fiber, isocyanurate, urethane, urethane composite: ward likerlisowerate composts parliite/isxyanurate composite, pe any Pty She:tram or more layers of Type 61 °GAFGLAS Ply 4" or "GAFGLAS 'Ply ° , tot mapped with road tar bitumen. GraveL COMBINAIZOK Normal axe Sit312AiS Clams A . 1. Dada NC. Incliner a - Inaufa'tion• • (O,ption*: - bloc• Of • nose• layers. penile • wood• • fiber • orgies fiber,•2im. max: Ply Three • 'Typa'Gt "GAFGLAS ' Ptsr eterukFlit •Rty •6°. Surfacingr Grundy Industries mat MB Aluminum Woof Ebatincf at 1-1/2 135 heel', • al/sq :;ote1 hot :st fir.' rFir ,ate, F ace. Err a use 3 in tnP bee, any I , 1 0 or MIAMICDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Zion Tile Corporation 13450 S.W. 126th St. Suite 10 Miami ,FL 33186 The expense of such testing will be incurred by the manufacturer. APPROVED: 03/15/2001 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305)375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Andalusa under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0111.03 EXPIRES: 03/15/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s045000I \pc2000\ templates\notice acceptance cover page .dot Internet mall address: postmaster @buildingcodeonline.com fe Homepage: http : / /www.buildingcodeonlinecom ZION TILE CORPORATION ACCEPTANCE No.: APPROVED: EXPIRES: 1. SCOPE This new roofing system using Andalusa "S" Clay Tile, as manufactured Andalusa described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Dimensions Andalusa "S" Trim Pieces Product Roof Tile Adhesive ("Polypro AH160 ") iTh NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 =18.5" w= 11" !z" thick 1= varies w = varies varying thickness Dimensions N/A 'Test Specifications Product Description PA 112 High profile clay roof tile. For direct deck adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Specifications See NOA 2 Product Description Two component polyurethane adhesive designed for adhesive set roof tile applications. Manufacturer Polyfoam Products, Inc. with current NOA Prank Zuloaga, RRC Roofing Product Control Examiner 01- 0111.03 )March 15 2001 March 15, 2006 Table 2: Restoring Moments due to Gravity - M (ft -lbf} Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" T':12" Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Andalusa "S" 3.97 3.91 3,84 3.70 3.54 3.34 ZION TILE CORPORATION ACCEPTANCE No.: 01- 0111.03 APPROVED: March 15, 2001 EXPIRES: March 15, 2006 NOTICE. OF ACCEPTANCE: STANDARD CONDITIONS 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable 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 chapter 29 of the SFBC. 4. INSTALLATION 4.1.1 Andalusa "S" and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 3: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Andalusa " 8 " 1. Avg.paddy weight 0.17 lbs. (76 grams) Adhesive Set 3 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multiplyers— M,(ft Tile A. ({t) Profile Batten Application Andalusa "S" 0 ZION TILE CORPORATION ACCEPTANCE No.: 01- 0111.03 APPROVED: March 15, 2001 EXPIRES: March 15, 2006 NOTICE. OF ACCEPTANCE: STANDARD CONDITIONS 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable 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 chapter 29 of the SFBC. 4. INSTALLATION 4.1.1 Andalusa "S" and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 3: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Andalusa " 8 " 1. Avg.paddy weight 0.17 lbs. (76 grams) Adhesive Set 3 Frank Zuloaga, RRC Roofing Product Control Examiner ZION TILE CORPORATION ACCEPTANCE No.: 01- 0111.003 APPROVED: March 15, 2001 EXPIRES: March 15, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name and/or logo, or following statement: "Miami -Dade County Product Control Approved ". 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. PROFILE DRAWING ANDALUSA "S" 4 Frank Zuloaga, RRC Roofing Product Control Examiner ZION 'J LLE CORPORATION ACCEPTANCE No.: 01- 0111.03 APPROVED: March 15, 2001 EXPIRES: March 15, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required doeurnentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 4 and this last page 5. END OF THIS ACCEPTANC 5 Frank Zuloaga, RRC Roofing Product Control Examiner ZION TILE CORPORATION ACCEPTANCE No.: 01- 0111.03 APPROVED: March 15. 2001 EXPIRES: March 15. 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS: Test Agency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2354 -27 PA 101 11/15/00 IBA Consultants, Inc. 2354 -22 PA 112 08/24/00 B. O1 MR 1. Notice of Acceptance number 01-0111.03 E-1 Frank Zuloaga, RRC Roofing Product Control Examiner • A APPROVED: 06/14/2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE PDlyfoam Products, Inc. 1 2400 .Sprang -Srucb d ' Spring ,TX 77353 -1132 14 1 THE OV • MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE ML"TRO -DADE FLAGLER BUILDING 140 WEST FLA1Z1.ER STREET. SUITE 1603 1WI�M1, trt.QRIDA 33130-1563 0305) 375-2901 FAX ()05) 37S -29011 C CroR U L 1S1NCsF.0 at Goy) 37S.:S27 FAX (30) 375 -2551 CONTRACTOR ENFORCEMENT nrvlsloN (305) 371-2966 FAX (305) 375 -3908 PRODUCT CQN ROI. DIVISION '4305).31.1-2002 PAX 4301)= Your application for Notice of Acceptance (NOA) of: Two Component Polyuretbcnc Foam Adhesive • under Chapter 8 o f the Code of Miami-Dade County,goveMing the use of Alternate Materials and Types of Construction, and completely described herein, has been reeommended for acceptance by the M n Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date state below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails io meet the requirements of the South Florida Building Code. - 'lire expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 91 - 0521.02 EXPIRES: 05/18/2.006 Raul Rodriguez C iierProdt ct Control Division .AD a ITI E AL PAGES Oft S FIC 1I ION BUILDING CODE 4.4 PRODUCT REVIEW C¢MIVIITTEE This application for Product Approval has been reviewed: by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami :Dade County, Florida under the conditions set tbrih above. ND GENT R Prancisco 3. Quintana. R.A. Director Miami -Dade County Building Code Compliance OrBee Vt Oliver mulct interact mail addl./se d om t flianaaatic ititeliwwwihuildinoradpnelinw rm.m 1. 1 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Polvfoam Products. Inc ACCEPTANCE No.: 01- 0521.02 a ROOFING ASSEMBLY APPROVAL Catot!orv. Roofing Sub- Category: Roof Tile Adhesive Materials; Polyurethane SCOPE This approves Po1ypro! AI1160 as manurtactaued by Polyfoam Products, Inc. as. described in Section 2 of this Notice of AcceptatVe. For the locations where the design pressure requirements, as determined by apgli le - building node, does not exceed the design pressure values dbt iinedby calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, tow, and high profile roof tiles system using • Polypro® AN 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based *ystem for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypra® ANi 6 ,Dimensions •N/A Foamprao RTFI000 N/A ProPack® 30 -& 100 N/A 2.1 Components or products manufactured by otters: Any Miami -Dade County Product Control Accepted Roof Tile Amcmbly Hawing a current NOA which list uplift resistance values with the use ofPolypro A11T60 roadie adhesive. 2.2 Typical Physical Properties: Parma Density ASTM D 4 622 Compressive ASTM D 1621 ASTM D 1.623 ASTM D 2127 ASTM E 96 ASTM D 2126 { Expiration Daitc: May 10.2006 Test Suecifications ': PA 101 1.6 lbs./ 1. 18 P81 Parallel to rise 12 PSI Perpendicular to rise 28•PS1' Parallel to rise 0.08 Lbs./R' 3.1 Perm / Inch +0.0754 Volume Chang ® -40 F.. 2 weeks i +&.4% Volume Chan c fliunkflay, 2 weeks Approval Date: June 14.2001 Results Product Pescrlotiarl • Two component polyurethane Dispensing Equipment Dispensing Equipment Prank Zuloaga, RRC Product Control Examiner Polvtoam Products, ne. Note: The physical properties listed above are *.resealed as typal average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly -for -tiro crating. 3.2 Polypro1r/ AFI160 shall iolely'boused - with - llat, - low, & - high - tile profiles. 3.3 .Minimutn.uuderlayments sdtall.be- inccompliance with. the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use ofiPolypro® AH160 roof the .adhesive with their the assemblies shall test in accordance with PA 101. 3,5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use Af yprn® A14160 roofthe adhesive with their tile asiembrtes shall test in accordance with PA 101 and with section 10.4 as modified herein. r`► t: F_ !3 MS 3 -w ACCEPTANCE No.: 01-0521.02 4. INSTALLATION 4.1 Polypro ', ABl 60 maybe used with any roof tile assembly - having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® A1-1160 shall be applied in eompliance with the Conpoeont Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment witfi the use of Polypro AH160 shall provide sufficient attachment resistance, =pressed as an uplilt system, to meet or exceed the ups resistance deter in compliance with Mianti-Dad Cotmty Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA 4.3 Polypro® AH 160 roof file adhesive and its components shall be installed in 1070flialiCe with Roofing Application Standard RAS 120, and P Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoarn Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the .authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "13" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0./5 _pounds per the as determined at calibration. No -outer settings shall be approved, 4.6 Polyproca AH160 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI 1160 shall not be exposed permanently to sunk Prank Zuloaga, RRC Product Control Examiner • - • ` Polyfoam Products, Inc f ' 4 ACCEPTANCE No.: 010521.02 4.8 Tiles must be adhered in freshly applied wive. Tile must be set within 2 -to 3 minutes after Polypro® AH 160 has been ilispensed. 4.9 Polypro® AH160 placement and miliimum patty wcig#tt shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the .specific placement noted herein, • TileProtilc Flat, Low. High Profiles High Profile (2 Piece Barrel - Fiat, taw t ligh - Profiles Plat, Low High Profiles Table 1: Adhesive Placement For gad' Generic Tile Profile Placement - . angle Paddy Weight : Two Paddy Weight Detail Mb . (grans) per paddy Min. #1 #i #2 #3 4 35 17 /side on cap an 34 /pan 24 N/A N/A N/A 8 5. LABELING All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. f. BUILDING PERMIT REQViltEMENI'S 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 3 frank Zuloaga, RRC Product Control Examiner • • Potivroam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ACCEPTANCE No. : 01- 0521.02 5 Frank Zuloaga, RR.0 Product Control EXaMinc,r • 'Polvioam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • 6 ACCEPTANCE No.: 01- 0521.02 Frank zuloagn, RRC Product Control Examiner •• • y v, aa •• • ON V/ 041140. 47 • "I A. *I "PM 4 • • Peti PrOdUCIS Inc. • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY • *I AM ••• •••••••=6 1•154•41/ 44 4 A, ••• f 44. • 4/ • 4 . 7 AOCEPTANCt • ti-osnez frank Zuloaga, PAC Product COMO' Examiner 02/04/V3 'ilia 11: 6V r km vs., iv :r o . F w -own �Aducts. Inc. ACCEPTANCE N.o.: 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a rencwat.application has been filed and the original submitted documents, including test - supping data, engineering mss. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's natnc, city, state, and the following statcmcnt: "Miami - Dario; County Product, Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it . a. Them has been a change in the South Florida Building Code affecting die evaluation of this product and thc product is not in compliance with the coda changes. . b. The product is no longer the sumo product (identical) as the one originally approved. -c. -1f -the Acceptance - holder - has - not - complied with .all .the - requirements .of .dais ceptance, including thc correct installation of the product. d. The omit= who originally prepared, signed -and sealed the reuix+ d documentation -initially submitted, is no danger practicing the wing profession. 4. Any revision or change in the materials, use, and/or manufacture of the 'product or process shall automatically -be cause for termination -of -this Acceptance, hitless prior Britton approval -has been requested (through the Fling of a revision application with appropriate foe) and grantee by this office. S. . Any► -ofzhc follawiogshall-alsobegrounds for removal of tliis Acceptance: a. Unsatisfactory e r ance M this pr -rproems. • b.. :Misuse of his Acceptance as an endorsement nt -of any product, for ssato, advertising or any other purposes. 6:. The Notice -of Acceptance manber prowled d by .doe: words Miami- -Dade County, Florida, and f illouxd .by the .expiration _date .may _he displayed _in adlcntisiug litrrmcicre.If any portion of the Notice: of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as tveil as approved drawings and other documents, where it apples shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at -thc job site at all time The cgin cr - need not - reseal - the copies. g. Falurc to comply with any section of dtis Acceptance shall be cause for termination Mid removal of Acne. 9. This Noticc of Acceptance consists of pages 1 through 8. ' END OF THIS ACCEPTANCE 8 Frank 'Luton.% RRC Product Control Examiner Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2003 -1671 Printed: 10 /24/2003 Applicant: MARGARET Owner: REYNOLDS JOB ADDRESS: 315 Parcel # 1121360010740 NW 111 Signed: (INSPECTOR) REYNOLDS MARGARET ST Contractor MIAMI DADE ROOFING CONTRACTORS COSEp's Address: Local Phone: 305 - 986 - 6789 Page 1 of 1 Legal Description: NEW MIAMI SHORES ESTS PB 51 -80 LOT 26 BLK 3 LOT SIZE 75.000 X Fees: Description Amount FEE2003 -6440 Building Fee $275.00 FEE2003 -6441 CCF $4.20 FEE2003 -6442 Scanning Fee $3.00 FEE2003 -6443 Training and Education Fee $1.40 FEE2003 -6444 Technology Fee $6.88 Total Fees: $290.48 Total Fees: $218. l c - Total Receipts: 0.00 Permit Status: APPROVED Permit Expiration: 4/19/2004 Construction Value: $7,000.00 Work: RE -ROOF 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 3rt`k O 334 3/7/2008 To: Current Owner 315 NW 111 Street Miami Shores Village, FL 33138 Sincerely, Claudio grande (CBO) Building Director Permit: BP2003 -1671 Address: 315 NW 111 Street Miami Shores Village FL33138 Date Expired: 11/7/2004 Type: Roofing FINAL NOTICE Date of Last Inspection: 5/11/2004 Tile in progress approved Contractor: Miami Dade Roofing Contractors Company, Inc Dear Sir or Madam, Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed . " Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. • :TATE OF FLORIDA, COUNTY OF DADE ¢ +E REBY CERTIFY that this is a inalfiletl Yplthe '(y this off eon , AD20 WITNESS my ha d and O ficial S 1. HARVEY RUVIN, of Or ta, County Courts By STATE OF FLORIDA: COUNTY OF MIAMI -DADE 1. Legal description of property and street/ad NOTICE OF COMMENCEMENT A RECORDED ICY MUST BE POSTED ON THE JOB SITEAT TIME OF FiRST IiSPEC1ION PERMIT NO, TAX FOUO NO, //— 4134 DD /- 0) • THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real • property, and in awe with Chapter 713, Ronda Statutes, the following information Is provided In this Notice of Commencement. 2. pescription of imprpvement: 72 /Z (f l? 3. Owner(s) name and address : '/Z /� e f .3/ iJ�� /11.57 • Interest in property: - teineg -- Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a differe = is specified) At LA LA 41 _A Air ARNIM' of Owner Print Owner's Name Swom to and subscri /I Notary Public \ Print Notary's My commission expl 123.01-52 PAGE 4 8IO2 3i5 ///\.5 7 29 2 ��y • 04, 0 z • * i ...� s * • • CFN 2003R0793359 Bk 21763 Pe 0576; (ips) RECORDED 10/23/2003 14:21 :48 HARVEY RUVIN, CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE /JO . Pl 31 L S' 45O at /lei '7 �'�s Prepares by before me this day of 0 /** -- d! , 20 �sxRO OPy 3M iseloN o '**Fl r� t � O _�� 7/31/2006 To: Current Owner 315 NW 111 Street Miami Shores Village, FL 33138- Dear Sir or Madam Sincerely, Mabel Vargas Administrative Assistant Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2003 -1671 Address:315 NW 111 Street Miami Shores Village FL33138- Date Expired: 11/7/2004 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter.