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310 NE 97 St (5)Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -760 Printed: 5/12/2003 Applicant: JEAN -MARIE DENIS Owner: DENIS JEAN -MARIE JOB ADDRESS: 310 NE 97 ST Contractor DELG BROTHERS ROOFING Local Phone: 305 - 551 -0715 Parcel # 1132060135861 Fees: Description Amount FEE2003 -2823 Builders Bond $300.00 FEE2003 -2824 CCF $6.60 FEE2003 -2825 Building Fee $195.00 FEE2003 -2826 Inpector State Educational Fund $13.00 $514.60 Total Fees: Total Fees: $514.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/8/2003 Construction Value: $10,600.00 Work: REROOF TO CLAY TILES & FLAT BUILT UP CAP SHEET Signed: In consideration of the issuance to me of this pc conformity with the plans, drawings, statements o done by either myself, my agent, servants or emp Building Permit Contractor's Address: 9810 sw 16 st Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 10 & E1/2 LOT 11 BLK 43 LOT SIZE r m•w• arsam +'a - am a c_irfl S e c u r i t y e n h a n r e d d o c u m e n t . S e e b a c k f o r d e t a i l a. El • DELG BROTHERS ROOFING CORP. PH. 551 -0715 9810 S.W. 16TH ST. MIAMI, FL 33165 PAY TO THE ORDER OF B Interomerlcon Bonk , 9190 Coral way hEami. Ronda 33165 FOR Page 1 of 1 o- 11600 L3S'• I:267087769i: 00 L L.��31r11 2»• DATE /02 63-8776/2: fej ___DOLLARS 5135 $5 C NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: Ai L. 97 _Cr 2. Description of improvement: 1 < l� ,/' 0 d 1 ti- q , j r 3. Owner(s) name and address: -I— t J Interest in property: • f.^ & f. Name and address of fee simple titleholder: 4. Contractor's name and address: D Cl., 6 1: Q o S q1 -/ 0sw / Ks`i p ../1 5. Sure ment bond re uired b srArE OF FLORIDA, COUNTY OF ®ADE �' ( Pa y q y owner from contractor, if an V i ) rIEREBVCERP1fYth �r Name and address: f 9 Piled in this office on 6. Lender's name and address: L �C OOH aPPhisis Pru o of Ma Amount of bond $ on in P , AD 206 u vJ1T E; ; , bond an, Official S eal 3 , Si 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commence ) e (the expiration date is 1 year from the date of recording unless a J/ different date is spRcifie Pr' ► Owner's Name Sworn to and subs Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 TAX FOLIO NO. al r-, ► A .)1v • 111111111111111111111111111111111111111111111111 CFN 2003R0313219 OR Bk 21248 P9 1040; (1P9) RECORDED 05/14/2003 12:23:33 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Prepared by U /e2 GA 0 Address: q (fe l O J L)/ 6 s r-, (1) ,4 _12 617 g 63- 7 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ® Job Address '7 / k & S / Tax Folio Ir a h , iI ' Legal Description Historically Designated: Owner/Lessee / Tenant }.., 'NIA 1 4 j f De-k); S Master Permit #- .. ' .. , ' , . ' ' . ' Owner's Address r / 0 /\-/.. , / 7 37 Phone C o n t r a c t i n g co DE / 65 e R o S Address 9 {1 / Q S J / Qualifier )",9 F L C- G C' ss#c phec4i05) ST/—O 7/ State # C C O ')o2 e 9 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILD G ELECTRICAL PLUMBING MECHANI ROOFING P VING FENCE SIGN 00-P "--- C-20 Y ` --- 1 .r— r 'a 5)LE WORK DESCRIPTION r p Square Ft. A‘ FEES: PERMIT L3- OO APPROVED: Notary as to Owner and/or Condo P si en Date My gomanission RADON 4 Zoning Building Mechanical Plumbing Estimated Cost (value) C.C.F. j. I) NOTARY Yes No ;� cs of- 7 2 p7 1C2 0 v J 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'S AFFIDAVIT: I - that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction : i oning Furthermore, I authorize the above -named contractor to do the work stated. 4000001,11/ 720 Si . - or • ndo Pr ... , nt Date Sign= e o Con�r�torJ� Date Notary as to ontractor or Owner : er Date My Commission Expires: - BOND 0 © /\ TOTAL DU ) u t 1 (?) ,/2 — D3Electrical Engineering 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. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion erformance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. i l l ,�� 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be "ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida uilding 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 s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or er should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail rations of the underside of the decking may not be acceptable. The Florida Building Code provides the op ion of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may use 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 verloaded 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. f /�j 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the �erior o e structural assembly (the building itself). The existing amount of attic ventilation shall not be • uced. It may be beneficial to consider additional venting which can result in extending the service life of the f roof. nt's Signature C:\DOCU51 E -1 \emp \LOCALS- 1 \Temp.SECTIO 1 1514.doe Date Contract. 's Si Master Permit No. Contractor's Name Job Address ROOF CATEGORY 0 Mechanically Fastened Tile Mortar/Adhesive Set Tile 0 Metal Panel/Shingles Ul Wood Shingles/Shakes 0 Prescriptive BU 150 ROOF TYPE 0 New Roof Re-Roofing 0 Recovering .0 Repair 0 Maintenance ROOF.SYSTEM INFORMATION. Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) : Total (SF) • 0 Low Slope 0 Asphaltic Shingles Fibitaital . I re Hi .h Veloci :Huritc.gniaohe Unifoim'Permil A ..11eatioil Farm. Section'A GeffetaikaiiiiatiOn Proc4i No. : . Sketch Roof Plan: Illustrate all scuppers and overflow drains.. identi dirrensione of elevated Section B Roof Plan levels• and sections, roof drains', scuppers, overflow Clearly includ diriienOons • cif .- seatIons . arid. ressUre.zones..and location Of ara ets.. inurvzimilcimiicons et.segotimisormr.iimemop — • _ Erni Ns* ism - 1--j •.1-- - 4- -r -1 1 * - • L i i- i - 1 - 1 ■ ' t - i - i - -.1- 1 ; ■-•r '. '- I ti ' '.• '' ' - I - ■ : , 1.........:-.1..; - .4.-1..i_.L.; .:...1..1. 4.- - !- ' -i . r i--- 'I ;' : :. -1 -4 -i • 1- i. F--t- - • • -- - _,:_i : : , , _;___. ; ; t _ .. . - . . • "4 • 4. 2- - • - -4- 4-.1- 4--4-- I +- i • , -t--- - • • 1 _1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used, Identify as NA" System Manufacturer. 64 F j NOA No.: Q oC — 0 V . a 9 Design Wind Pressures, From RAS 128 or Calculations: I'max1:' s at Pmax2: 7. Pmax3: /3/• 7 Max Design Pressure, Film the Specffic NOA System: - .S Deck ype: P,4 Y w n o C' GaugeIThtc1 ness: i� Slope; � Anchor/Base Sheet & No of Ply(s)AFrict c_ Jl� ,' Sheet FastenerBon ng aterial: Insulation Base Layer •• A Base Insulation Size and Thickness: f-- /M Base Insulation Fastener/Bonding Material: l / Top Insulation Layer. I1 Top Insulation Size and Thickness: / 1/ A Top Insulation Fastener/Bonding Material P Base Sheet(s) & No. of Piy(s)• Section C (Low Sloped Roof System) Base Sheet Fastener/Bonding Material: A hi Ply Sheet(s).& No. of PIy(s)• C AF GI/,0 u Y '1- aP4 Ply H S f pn CP rBopd yaterial:i F Top P l y . CAF Gb , f f i - & ) c . Top Ply Faste gondi �Material: / �'�7C01 - l X (fig Si Surfacing: I Fastener Spacing for Anchor /Base Sheet Attachment �leid• 1 ' oc © Lap, # Row @ • oc Perimeter: 6 ' oc © Lap, # Rows © Comer. ' oc (4) Lap, # Rows (d3 Number of Fasteners Per Insulation Board /... / p Field Perimeter Comer • gwdo t " -taw cap 9 "4- /111 P Ply() G4 10 c'' Pi c 1Qr r 0 : • 2X 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. Mean Roof Height -- ---�.: . Roof System Manufacturer: 07 Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 4/, P2:` //a ' P3: ) Maximum Design Pressure (From the NOA Specific System): e ( Method of tile. attachment: 7O2Y ?'0 /*I Roof Slope: : 12 Ridge V t f'`` ly Steep Sloped Roof System Description Deck Type: ype Underlayment: Insulation: Fire Barrier: Mean Roof Height: )9TTAlo 4.2e i'7 /v/ Fastener Type & Spacing: dhesiveType: ype Cap Sheet: oof. Covering: 4, 20S 0 Type & Size Drip e;. .. Anosp ciaV ., 3u ?X1a Isac.4i // yr Here to uo ainlnlortnation Description Symbol .. Where to find Design Pressure T PI or,P2 or P3 RAS 127 "Table 1 or by un engIneerTng analysts prepared 6y PE on ASC5 7 Mean Roof Height H Job Site RootSlopc fr ' Job Site Aerodynamic Multiplier '.3. NOA • Restoring Moment due to Oravlty M NOA • Attachment Resistance Required M NOA , Moment Resistance Minimum • Mr Calculated Attachment Resistance Rcquircd r NOA .. ' % Uplift Resistance F, • Calculated Average Tile Weight ' W NOA ' Tile Dimensions l- length w- width NOA All calculations must be submitted to the Building Weld at the time ofjermit npptication. .,5'ti inn`,;;:'. ��2n��(.,1•!8?tia}i.; Florida 6uildjng CQ e.!tOitiq 2002 HI 'h Veloci Hurricane Zone Unlfom Application' Form: Section E (Tile`'C "alcu For Moment based tile systems, choose either Method 1 or 2, Compared the values for M with the values from Mr. 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. Metho 1 "Mom nt Based Tile Cale l (Ply • 1 .x, 7 a) ,© - Mg:( 7 - l`�; (Ps: Aim x 1` — x x _ - Mg: C. of 7 ' Mn Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below Method 3 "Uplift Based (P, : x I: - x w: (Pr: xI: IN x w:- —W (P3 : x I. - x w: - _J — W: M Required Moment Resistance' Mean Roof Height —O. Roof Slope 32,2 :2 3:12 47 2 — 5:12 5:12 7 :12 16' 34.4 32.2 30.4 28.4 28.4 24.4 30,1 28,0 25,9 26' 38.2 36.0 31,6 12.8 33,8 30' 37.4 35.1 29.4 30.5 27.1 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 *Must be used In conkunction 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. Tile.Calculations x cos X cos Q, xcos 6,' ions Per RAS 127" NOA M • NOA'M NOA.M • NOA M Per RAS 127" F : F Fa: NOA F' NOA F' NOA F' 01/13/2003 09:00 MEDITERRANEAN ROOF TILE 4 3055512767 M_ IAM►OA BUILDING3 CODE COMPLIANCE OFFICE (OCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Abner (USA), Inc. 6801 NW 77 Avenue Miarnl, FL 33166 NO.436 N MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI; FLORIDA 33130-1563 (303) 373.2901 FAX (305) 375.2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.I). This NOA shall not be valid after the expiration date stated below, The Miatni -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 ie.. the accepted manner,. the manufacturur.will' incur the expense of such testing and the Al may immediately revoke, modify, or suspend the uric of ouch 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 tho High Velociry Hurricane Zone of the Florida Building Code, DESCRIPTION; Altuba "S" Clay Roof Tile 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 hes 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 bythe 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 7. The submitted documentation was reviewed by FrankZtlloaga, RRC NOA No,: 02- 1115.03 Erpfratfon Date - ,12/16(07 Approval Date: 12/12/02 Page 1 of 7 01 09:00 MEDITERRANEAN ROOF TILE 4 3055512767 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This renews roofing system using Altura One Piece S' Clay Roof Tile, as manufactured by Alniar (USA), Inc., and described in Section 2 of this Noticc of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the deign pressure values obtained by calculations in oompliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a momontbased system. 2. PRODUCT DESCRIPTION Man fa Applicant Altura One Piece 'S' Tile Trim Pieccs Clip Clip Mtn enetone L= 18$/." 10.5" thick nominal 3.25" high Letl.gth: varies Width: varies varying thickness L =6" D = 0.125" L &hR2" wmw 0.05" thick Test Specifications TAS 112 TAS 112 PA114 PA 114 2.1 SUBMITTED EVIDENCE: TcitA>rey Ves Identifier The Contor for Applied 94-083 Engineering, Inc. The Center for Applied 94.084 Engineering, Inc. The Ce.ntcr for Applied 25.7200.1 Engineering, Inc. The Center for Applied Project No. 307025 Engineering, Inc. Test 1fMDC -78 Calotos Corporation Testing MTS 520649 PPJ Asphalt Technology. Ito, CLF- 003.02.01 Re.dland Technologies 7161 -03; Appendix III Product f; Description High profile clay roof tile. For direct dock or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. ivlanufctured for each tile profile. Tile clip L Shaped tile clip TestNatneillekoz pats April 1994 Static Uplift Testing PA 101 (Adhesive Sot) Statics Uplift Tatung PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02- 1115.03 Expiration Date; 12/16/07 .A.pprovol Date: 12/12/02 Page 2 of 7 Table 1: Average Weight (W) and Dimensions (1 x w ) - The Profile Weight -W (Ibf) Langth -1(ft) Width -w (ft) One Piece 'S' Tile 8,9 • 1,52 0.875 01/13/2003 09:00 MEDITERRANEAN ROOF TILE - 3055512767 NO.436 DO( Teat Atttnev Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc, Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Teat Identifler 7161-03 Appendix 11 Letter Dated Aug. 1, 1994 P0631.01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Natne/R @Dort; Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail - Oa) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs, smooth shank nails Aerodynamic Multiplier 25 -7183 25-7094 25.7496 25-7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 nArg • Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Marsh 19991 r' t March 1995' February 1996 April 1996 December 1996 3.1 Fire classifications 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 TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4,1 herein, 3.5 30/90 hot mopped underlayment applications may be instilled perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3,6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4,1 Abner 'Altus& One Piece S' Clay Roof Tile and its components shall be. installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1115.03 Expiration Date: 12 /16/07 Approval Date: 11f12102 Page 3 of 7 Table 3: Re omenta 4 ": 12" due to Gravity 5 ": 12" - M. (ft -ibf 6 ": 12" 7 ": 12" or greater Tile Profile 1 3 ": 12" , less 2.10d Ring Shank Nolte One Piece 'S' Tile L ettina DI • Battens 6irect I - 8 8 ettans 1 DIreot Dectc Battens Direct I Deok Battens ' Direct Deck eck 4.47 t 5. 5 4.40 27 4.31 0,18 4.20 1 6.03 4.08 4.89_ Table 4: Attachment Re stance Expressed as a Moment - Mr (ft-Ibf) for NaII.On Systems Tile Profile Fastener Type Direct Deck I (Min 15/32" plywood) _ Direct Deck (Min, 19/32" plywood) Battens One Piece 'S' Tile 2.10d Ring Shank Nolte 28.8 41.2 19,4 1.10d Smooth or Screw Shank NaII 5.1 8,8 i 2.8 2 -10d Smooth or Screw Shank Nails 8.9 9.2 7.3 1 .48 Screw 28.7 28.7 N/A 2 .#8 Screws _ 58.2 88.2 i 23.1 28.8 ' 1.10d Smooth or Screw Shank Nall (Field Clip) 23.1 19.0 1.10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29,3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.8 27.8 38,8 2.10d Smooth or Screw Shank Nails (Elva Clip) 38.1 38.1 , 41,8 1 Screw with Altura Clip (See c details), One Piece 'S" Tile 1 Screw with dip (at the head of tlleL 1 Screw with clip (at the water course of tile) T 187.1 35.2 187.1 35.2 N/A One Piece "S" Tile' N/A 01/13'2003 09:00 MEDITERRANEAN ROOF TILE 4 3055512767 Tile Profile One Placa 'S' Tile Tile Profile One Piece '8' Tile Table 2: Aerodynamic Multipliers - . (ft') X (f Batton Application Screw must be Inew llad In the Ifled* nail hole located na.aregt to the hump of the tile. Adhesive 0,253 2 See manufactures com• onent = ••ravel for Installation r - rements, 3 Flexible Products Company 1'1leBond Average wail 1 per patty 10,7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Direct ) . ( fta ) 0.274 Table 5: Attachment Resistance Expressed as a Moment M, (ft -lbf) for Two Patty Adhesive Set Systems Tito Application Minimum Attachment Resistance I 29.3 .. I NOA No.: 02- 1115.03 Expiration Date: L2/16/07 Approval Date: 12/12/02 Page 4 Table 5A: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems The Application • Mr (ft-Ibf) Minimum Attachment Tile Profile One Piece 'S' Tile Pol cam Poi Prom++ — ��o 885 osm PotyProN 4 WAG paddy placement of 63Qram$ Of Poly ro 5 Medium paddy placement of 24Qrams of PolyProTM. 01/13/2003 09 :00 MEDITERRANEAN ROOF TILE 4 3055512767 Tile Profile One Piece 'S' Tile 5. LABELING All tilts shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dodo 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 applicable building code in order to properly evaluate the installation of this system. Table 5B: Attachment Resistance Expressed as a Moment • M for Mortar Set Systems Tile Application Mortar Set PROFILE DRAWINGS ONE Pact `S' CLAY Roo TELE Attachment Resistan ce 24.50 NOA No.: 02 1115.03 Expiration Date; 12/16/07 Approval Date: 12/12/132 Page 5 of 7 01/13/2003 09:00 MEDITERRANEAN ROOF TILE 4 3055512767 NO.436 D007 Ctip DETAILS 'SPANISH 8" TILE BY ALTUSA� (TYP.) 3.10" OVERLAP (COVERS PIN HOLE) oLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP PLACEMENT OEIAIL IICRPW IN THE iNEIDg HOLE NEAREST TO THE HUMP OP THE TILE CUP ECK • NOA No.: 02- 1115.03 Expiration Date: 12/16/07 ApparoYa1 Date; 22/12/02 Page 6 of 7 01/13/2003 09:00 MEDITERRANEAN ROOF TILE 4 3055512767 NO.436 • SCREW (MOLDS CUP ONTO DECK) "SPANISH a' TILQ BY ALTUSA (TYPO CUP PLACIM1KT DETAIL CLIP DETArLs (CON'T) Y i /Y" OVlRLAP (COVIKS FlH 1'o'z) END OF rms ACCEPTANCE SCR¢W 44 TM[ 441I01 NAIL HOLE Ne A*Et7 TO THE NUM Of TNF TILa DECK , 1/4° 1 we XM P I �� NOA No.: 01.1115,03 Expiration Data: 12/16/07 Approval Date: 12/12/02 rage 7of7 ROOF COVERING MATERIALS (TEYT) ROOFING SYSTEMS (TGFU) Continued T• gird and overlayment board are offset 6 in. with the joints in the :olyrtyeene is pan of the roof system, it must be placid below the :nr Dove. •umpte plies 'of •GAFGLAS Ply C Or 'Ply 6' may be adhered to in not aspnit_ Scn vent Hailable Bast Sheet' may be mechanically attached or Der) over noncombustible decks and as a recover ,Over existing roof S Peritte Insulation may be utilized as a cover board over'EVERGUARD' n to any of the lollowing systems. • :..SPHALT FELT SYSTEMS WiTH HOT ROOFING ASPHALT • : asonatt glass mat base she l'GAFGLAS :75 Sass Sheet' or'GAFGJ.S • ntmum 3ase Sneed') is a suitable alternate to: ivot Gi ase,al: oiass sneer (';,AFG AS Piy 4'•Or 'GA;GL Ply 6') ir.:ht Class A.: e: ( root tnotcare0 bttOw. 'of oect may firs bt covered with a Type G: asanalt glass out bast 'GAFu'L.S S:rataven; Str::avtn: (VMt•Plvs perforated' and n311aa1t to Ot )') ror rtitiote d!::•.s'. Perfo :r.e t: bt m t :ally :-a :fie: onnuit siot down. ; z ; e option Type G? atonal: oUss ma: base sntt: r GAFGL t _ • 1st '"..,A; ,;_ :6C rr!mtvre. Bast intt : or 'GAFG_ :.: 5 : :7 :7Vtr : : 't \) _30t' 0!:!-S mav et su :s:stu:.. ror sal as ::•a:: :lass not: ; snit: 1,S o: Pi\• es - :1e r,liiec :tst ty r. :fit i lossin^ 's, 'G.::G c_ ^•� s:.• :t. mt :-.ar :ill: : ni -.iy of — i:•tc .. mt::•anl :alt .5 other .. t'.. � ' • al: Ir.3u:a-. .... .._ S ,: r.t. :t :st: fc: ?:tr'. tr. any c' ,::t („,:•r. us :e. :r. ;v. — : •. : ;�_ art. • p tt rei :rt...... ants :r.:._ :t! 'vim :'•. J'• (u st s: oe•utt trsu : : : :or.. •' :rat s :One 0: 3:3: its (Us ti Olt a::t•• es to : :l .t: tr. tray _. .. s,•S:!cs tts: • u': art :onsiotrt: sui:i:it :t i': V7tc • H.. • tr. :, ! rolloM'nc � E systems tts e: aver Of ttts A. .53 use 0: : ;sum 0ter : . :.l :t' any :f ::st tot oMi :•= -rasa A. % . :lTs of Sl :a'.— . :vet :•15:':: :errs. use i • ootyetyr en: 1 insulatior. :,ltd 0t :ween 'in "• in. :t tit bear ce:ti ..n :n rosin olet: tperiitt': :sin paps:': :Lys -antral; otrii:t! is a rte at :!rr.a :t r01 is0 ;ianurate :rata in the f :ttowIl (tats A. 5 0: C 'ms. , -- o . �:MP lso :perm RA', - GAri:M? Tapered Ls: :item ,F.& and G..rt: ?4. ocsste A may bt subr:,tuted for any is3tyanuratt insuudor in any of tht ,.rang Classifications. ,mouu •Perre.a Mop- may be utilized with any of the following 'Asphalt Felt ems with Mot Roofing Asphalt'. =GLAS :80 Premium But Shet: may be used in any of tht following :m5. 6. E. 2. Class A. B and C. roofing asonalt. lot use with orcanic and glass felts or modified bitumen noranes. Class A Deck C.15,12 incline: 3 lnsutation (Optional): One or more layers periitt. wood fiber. glass fiber, tsocyanunte. urethane, *perlite /isocyanunte composite. perlite/ urethane composite• wood fiber /isocyanunte composite, phenolic, any thickness. Ply Sheet Three or more layers Type GI 'GAFGLAS Ply 4 ' or 'GAFGLAS Ply 6', hot mopped. Surfacing: Gravel Deck: C•15;32 lnttine: 2 InsuLJtion (Optional): One or more layers perlite, wood fiber, glass fiber. isocyanurau. urethane. per tite/isocyanunte composite. perlite/ urethane .composite. wood fiber /isocyanurate composite, phenolic, any chi earn esi Ply Sheet Three or more layers Type G1 'GAFGLAS Ply 4' or 'GAFGLAS Ply 6', Lap She-et One layer Type G3 'GAFGLAS Mineral Surfaced Cap Sheet'. Deck NC Incline; 2 Insulation (optional): One or more layer perlite, wood Aber, glass fiber, isocyanunte. urethane, perlite /isoeyanurate composite. a 2i'^ urttlsane composite. wood fibesiisocyanunte composite. phenolic. max. Ply Sheet :wd more lavtrl .ot _ • 'G' — G.� _— ROOF COVERING MATERIALS (TEYT) 133 ROOFING SYSTEMS (TGFU) — Continued Ply Sheet Any Ul Classified gravel surfaced Class A asphalt glass hoer mat system. incline: 1 eck: (•15/32 Slip Sheet (optional): Red rosin pager. nailed to deck. Base Sheet One layer of Type G2 'GAFGLAS :7S Base Sheer (may oe nailed). Ply Sheet One or more layers of Type G1 'GAFGLAS Ply c or GAFGIAS Pt 6'. Cap Sheet One laver of Type G -3 'GAFG1LASt r' r M ` n'ral Surfaced Cap Shee Deck RC Base Sheet One layer of Type G2 'GAFGLAS :75 Base She!'. Ply Sheet One or more layers of Typt G1 'GAFG.AS Ply 4' or GAF■IAS D iv 6'. Cap Sheet Ont lays: of Type G -°_ 'GAFGLAS i Mineral Surmct::io Snee Deck: (•15/32 Insulation: One or more layers periitt. glass net:. isocyanun :t ure:nant . periitt /isocyanuratt composite. oerlite/urttr,ant compcs ::t. pnenot : 1.0 in. min (offset from plywood ioints 6 Base, Sheet Ont o: more layers of Type GI. Gi or G1. Membranet.Ont or more layers of'P.u'otroid Tc:::, (smoc or granule,. 'Rubtrold iorcr. Plus' (granule). 'Ruotroid ?'.: ', smootr, e: o:anute 'Rubtrold hop ?lus' (granule). Cap Sheet 'uAFGt_ :3 Mineral Sur,.:tc Cad S atf'. no rr Deck: E-15/31 31 lnclinc: Insulation (Optional): One more lavers :t::it!, woo: :tor ._.. fibt:. is3:ianula ;t. 'Jrt :-.ant^ : ;i ;t •Jrt :ant . :mc:1 t. v,c : : ..'e: is : :/ar, ?na ._-.C:t'•:e :fie oft: tnickness. Bast Sheet: Two G' more 'layers i? Type u: :• Ply Sheet (optional): One o: mort layt:s : :;. :t Membrane: Ont or more sayers of •iuoera :• :•'--' 1smoc:• Or : :anus: - nubs : :iE iota, Plus' i 'F.voeros( r.::' rsmoctr. : • :•anute 1.vet::id P.ce ?lut igranutt,. Cap Sheer: 'GA?G ::3 mineral Su i:td z iatt•• rot (lass 8 Deck :0.5.'3i Incline: :• :.'1 insulation (Optional): Ont or r:rt taytn :a.i:e, wc:: r.x . ca: fiber. iso' /anuraa. urttr,ant. 05::a.'ise :ya.' corn. : :r :a. et w::: .t :t "li :' :tr :. :a :t — . ^ r o �• . . • airs ::less, •c :" a v,.ru Ply Sheet.' Two or s2rt layers o, r Type GI v..: __-_ Pty : Ply 6' Cap Sheet Type G3 "vi.FV VS Mineral Surfaced Cie Sheer•. net moors-. Deck :•15/31 incline: Insulation (Optional): One or. more layers perils!. woo: Floc. ou fiber. isocyanunte. urethane. periitt /isocyanuntt comp :site. pe1t1' • urethane composite. wood fiber /isocyanuratt composite. onenoltc. thickness. Base Sheet Two or more layers of Type GI. Gi or G3. Membrane: One or more layers :of 'Rubervid Torch' (smooth or oranu ' Pubtrold Torch Plus' (granule), 'Ruberoid Rob' (smooth or granule - F,ubtrbid Moo ?Ws' 'GAFGLAS M(granule).. Cap Sheet 'GAFGLineral Surfaced Cap Sitter'. hot moppet CUSS C 1, Deck: C -15/32 Incline: ?i? insulation (Optional): One or more layers perlite. wood hoer. c fiber, isocyanuratt, urethane. perlittfssocyanunte Compose!. per urethane composite, wood fiber /isocyanuntt compos•e, pnenoltc. thickness. Ply Sheet Three or more layer' of Type G1 'GAFGLAS Ply 4' or 'GAF. Ply 6'. Surfacing: 'Special Roofing Bitumen' 20 tbs /sa. COAL TAR FELT SYSTEMSW H A HOT ROOFING COAL TAR Class 1. Deck C•1S/32 Incline.: 1/2 Insulation (Optional): One or more layers pert: te• wood fiber, fiber, uretha co mposiu• u wood fibe /isocy nuraun composite, thickness. Ply Sheet Three or more layers Co� bof Type G I 'GAFF Ply 4' or 'GA Ply 6', hot mopped Surfacing: GnveL COMBINATION HOT AND COLD SYSTEMS Class A 1, Dec k HC incline: ? insulation (Optional): One or wort Layers oeriite. woes Floe! c t;. :, 2 in. Max. . p it required) �tUtg Pap° GAFGLAS Base Sheet l ion Roofing Asphalt GAF • • I . ..., :pp Stpat. • S1 sot (1 ply) .Mineral . {tPPrcish;ts eight per Square 8St 2oneS per �t slope, except for lightweight nsWo ta other er acceptable nailabte see page 9. d �•io - ±!T. South. an Naitable decks up to 6 Inches P concrete dells which are limited plywood, poured gypsum. precast gypau concrete d dada. For lightweight insulating GAFGLAS ® cations N-G-4-MIP6 and ti-ti-B- -B-� " Specifi 4 Specifications In addition General es 17 20 shall aDPN Appticatfon recommendations detailed on pages to the following recommendations and specifications. ttcable. t Application of Rooting Membrane f sheathing paper where app each Sheet 2 Inches over lay one receding sheet Nail sufficiently to hold in place. of GAFG� Base Sheet each sheet 2 Inches ova preceding Inches at and la oint of the roof, lay one 2. Starting s heet 2 a edges and t a d 9 Inches I nc at taps. lapping of b ase p not 181 a intervals in each N ply at Intervals down along lap lei or down Use to of sheet t two rows eta ration or the deck row. Use castanets with Integral m� least 1 inch In diems square that are recommended by o�, below) � pl shingle manufacturer. (See 'Special Instructions' ties of GAFG a t the low point of the root, mop two p ins sheet s ply moo- 3. Shitting over the P the oy root ping to the and each sheet 19 t to provide three piles over f vJl ping to the underiyirtg base shed D Asphalt Requirement: must be applied N a continuous film and with sMtt C mopping: approximately xoofing u� per 100 square feet of tuto $ tot consist not 20Y. plus minus. The appropriate 'so n& tolerance slopes Involved must be used. Asphalt T a Slope per loot Steep �M Type 111 to 3 p 6 3' HT -Steep ASTM Type IV 3'' S except in Florida, slopes up u to'h inch per toot Rat ASTM Type II may be used Fl Texas; New Mexico, Artrona. and California. �n : :: �.4 Sheet h accordance with the apoilcat to GAFGLAS Mineral so the Cap offset tram the laps Inswcuons on page 20, so that the taps inc,ar .nctnc:Iena gypsum decks on page 9' ent Ply) lc 2. S c ee t3 0 GA Gt AS tor Sheets Include: STRATAVENT�� y) 2 table D e c k req S um decks. S heet, peeks S PLY for freshly LAS Pty 4. For wood decks and stn Sheet GAFC� PLY 6', and � PLY 6 is used as a wood fiber decks, when GAFGLAS Pty or GAFG sheet, a sheathing paper is fequire 3. See 'Nailing of Base Sheet' � a19. all ply tees must b s l o p of 1 inch d P of the tell See 'Installation on Steep Roots; P Indies N from the back edge : l. y:353;Itc3lt Lit. Chart Yey 1. Substrata C a Combustible and Noncombustible Combustible ■ Wood P etc., plywood (min. 6/-a oriented strand board planks, � t htdotess) inct NC ■ Noncombustible only or precast structural concrete, I Noncombustible ■ Steel ��� wood fiber, etc. Insulating concrete, gypsum, 2. Slope per loot Ma�dmum slope allowed, in inches p M1AM1OACE 5/23/2002 9150 PK ram fax 5/23 /2002 1119 PK : Tax 5/23/2002 1131 PK raoxt rax 5/23/2002 1121 PK MX: fax 5/23/2002 1114 PK MX: fax f. BUILDING CODE COMPLIANCE OYYICE (BCCO) PRODUCT CONTROL DIVISION NOTICE. OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07410 TO: 30544/5141 TO: 3054415141 TO1 3054415141 TO1 3054415141 TOt 30544/5141 PAM 001 01 011 PAGE 1 001 Or 91 PAM 001 Or O21 PAM 001 Of 021 PAGEI 001 Or 021 MIAMI -DADS COUNTY, FLORIDA ME RO -DADE PLAOLSR BUa.DINO 140 WEST TLAOLER STREET, SUITE 1403 MLIALI, FLORIDA 33130 -1543 (305) 375-2901 PAX (305) 375-2903 SCOPE: This NOA is boing issued under tho applicablo wlos and regulations governing the use of construction materials. The documentation submitted has boas roviowod by tho BCCO and aeceptod by tho Building Codo and Product Review Commitioo to bo used in Miami Dado County and other areas whore allowed by the Authority Having Jurisdiction (AHJ). . This NOA shall not be valid after the expiration data stated bolow. The Miami-Dada County Product Control Division (In Miami Dada County) and/or the AH.1 (in areas other than Miami Dada County) roacrvo tho right to have this product or material tasted for quality assurance purposes. if this product or material falls to perform in the accepted marmot, tho manufacturer will incur tho expense of such tasting and the AHJ may Immediately revoke, modify, or suspend tho use of such product or material within their jurisdiction. BORA :waves tho right to revoke this acceptance, if it la determined by Miami-Dado County Product Control Division that this product or material fails to most the requiremcnts of the applicable building coda, • This product is approved as described herein, and has been designed to comply with tho High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck LABELING: Each unit shall beu a permanent label with the manufacturer's name or logo; city, ;tato and following statement: "Miami-Dado County Prodisot Control Approved ", umleu otherwise noted heroin. RENEWAL of this NOA shall bo considered after a renewal application has been filed and there has boon no change in tho applicablo building code negatively afooting the porfotmanoe of this product. TERMINATION of this NOA will occur after tho expiration dato or if thorn has boon a rovision or.change in tho materials, use, and/or manufacture of the product or prows. Miauso of this'NOA u an endorsement of any product, for talcs, advertising or any other purposes shall autonutically terminate this NOA. Failuro to comply with any suction of thls NOA shall bo causo for termination and removal of NOA. ADVERTISEMENT: Tho NOA number preeodod by tho words Mums -Dado. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of tho NOA is displayed, then it shall bo dove in its. entirety. INSPECTION: A copy of this cntire NOA shall bo provided to the: user by tho manufacturer or its distributors and shall be available for inspection at tho 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: 05/2.3/02 • Page 1 of 21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 33 " or greater plywood or wood plank docks System Type.E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ultima"" Baso Sheet,.STRATAVENT® Eliminator Perforated Nailiblo, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldT► Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck u described below•, Fastening Options: GAFGLAS® Ply 445, GAFGLAS Flex PIyTU 6, GAFGLAS #75 Base Shoot 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 --15 psf, See General Limitation 07) GAFGLAS' Ply 40, GAFGLAS Flex PlyT' 6, GAFGLAS #75 Baso Shoot or any of above Baia sheets attached to deck with Drill -Teo (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in tho 2" side lap. Tho other rows are ,quail s aced a roximattl 12" o.c. in the field of the sheet. 6j igtrPrus re- 45psf, See e1 Limitation # 7) G AS Fl 1yTU 6, GAFGLAS #75 Baa Shoot any of above Buo sheets attached eck 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 07) GAFGLAS #75 Base Sheet or any of above Base sheets attached to dock with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. Tho other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation 117) Any of above Buo sheets attached to dock approved annular ring shank nails and 3" inverted Drill -Too (GAI(ifl>r) insulation plate' 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 Buo Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows aro equally spaced approximately 9" o.c. in tho field of the shoot. (Mannw Desig ensure —75 General Limitation 07) or more plies of LAS® 'LY 4®, GAFGLAS® PLY 60 ply sheet, — 180 - U1tuna, RUB MOBS • • •r RUBEROID 20 adhered in a full ping approved asphalt applied within e ° e ' :e and at a rate of 20- 40 IbsJsq. (Optional) One ply of GAFGLAS® Mineral Surfaced a • Sheet adhered in a `4 full mopping of approved as ha pplied- wi e EVT range and at a rate of 220 -4 3 sq. PI hoo 5/23/2002 9:50 PH rPOH: Fax T0: 3056685161 PAGE: 018 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:38 PH PROM: Fax T0: 3056685161 PAGE: 018 OF 021 5/23/2002 8:27 PH FROM: Fax T0: 3056685161 PAGE: 018 OF 021 5/23/2002 8116 PH FROM: Fax TO: 3056685161 PAGE: 018 OF 021 NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date:.05/23 /02 Page 18 of 21 1 Surfacing: Maximum Design Pressure: Soo Faatcning Abo% 5/23/2001 9150 PH rpox: rax T01 3054(15141 PAGE: 019 Or 011 5/23/2001 1 :49 PH rAOH: rax TO: 305(415141 PAGa1 011 or 011 5/23/2002 1131 PH nom, rax TO: 3054051(1 PAGE: 019 Or 021 5/23/2002 1 :27 PH nos: fax TO: 30544151(1 PAGE: 019 Or 021 5/23/2002 1114 PH nom! fax 10: 3054415141 PAGE: 011 Or 021 (Rcquirod if no cap ;hoot is used) Install ono of tho following: 1. GAF Spoclal Roofing BItumcn with an application rata of 20 IbsJaq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT Emulsion (Matrix 305 Fibcrcd Emulsion) with an application nto of 3 gal. /sq.; or GAF Promlum Aluminum Roof Coating (Matrix Syatom Pro Aluminum Roof Coating Fiborod 301) with an application rato of 1.5 gal./sq. 2. Asphalt flood coat at an application ratb of 60 lbsiaq. t 20 %; plus gravel or slag with an application rate of 400 lbs./4. et 300 lbsJaq., respectively. 3. Top Coat Surfaco Soal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WoathcrCoto or WoathcrCoto LOW -VOC applied at rato of 1.1.5 galJsq. NOA No: 02 -0408.09 Expiration Date: 1U04/03 Approval Date: 05/13/02 Pate 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A Clip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum W' Dens Deck or Y1 Type X gypsum board is acceptable to be installed directly over the wood deck. "7 GENERAL LIMITATIONS: • 1. Fire classification u not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire rating& of flit 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:ahal( be adhered in a full moPPing of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /aq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are soceptable for mechanical attachment. When applied in approved uphalt, panel size shall bo.4' x 4' nuximum. 4. An overlay and/or recovery board insulation panel is required on all applicationa':over closed cell foam insulations when the bane shoot is fully mopped, If no recovery bond is used tho base sheet &lull bo 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 ono down tho center of tho sheet allowing a continuous area of ventilation. Encircling of tho strips is not acceptable. A 6" break shall be placed every 12';in each ribbon to allow crow ventilation. Asphalt application of either system shall be at a minimum rata of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for,inaulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., u toted in compliancy with Testing Application Standard TAS 105. If the'fute-nor value, u field- tested, are below 275 114 inuulation attachment shall not bo acceptable, 6. Futcner spacing for mechanical attachment of anchor/base shoot or membrane attachment is based on a minimum fattener resistance value in conjunction with the maximum design value listed within a specific system. '!Should the fastener resistance be Jess than that required, as determined by the Building Official,'a•reviaed fastener spading, prepared; sigsied and sealed by a Florida Registered Engineer, Architot.t, or Registered Root Consultant may bo subshittod. Said rovisod fastener spacing ahahl utilize the withdrawal resistance value taken' from Toting Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner arou shall comply with the enhanced uplift pressure requirements of these areas. Fastener dfiiiitiea shall be increased for both insulation and bare sheet u calculated in compliance with Roofing Application Standard RAS 117. (When. this limitation Ls specifically referred within this NOA; General Limitation #9 will not be applicable.) 8. All ittaclimeut and iizing milers, metal profile, and/or fl2'hing termination deaigru shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum dcsigf fed Pressure limitation listed shall bo applicable to all roof pressure zones (i.e. field, perimeters, and coraers).,Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this (Imitation Is specifically.referred within this NOA, General Llntitation #7 will not be applicable.) END OF THIS ACCEPTANCE 5/23/2002 9:50 PX 110X: fax TO: 3056685161 PAGI: 021 Of 021 5/23/2002 6:19 PX MOH: fax T'0: 3056605161 PALL: 021 Of 021 5/23/2002 1:38 PH MOH: lax TO: 3056685161 PAGI: 021 Of 021 5/23/2002 1:21 PH fl0X: fax To: 3056685161 PALL: 021 Or 021 5/23/2002 1:16 PH PROM: Tax TO: 3056605161 PAGE: 021 Of 021 NOA No: 02-0.408.09 Expiration Date: 11)04/03 Approval Date: 05/2.3/02 Page 21 of 21 Date AMC co) - Fi 005 Permit No �— - Name DE,NYk s . Address I � E c I s+' Company DC W z(O ) P Phone # i S SS r For Inspect: - 69 (d , Name & Date Approved ❑ Type Insp'n Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildin& Inspection Request Time 3:o0 5714, w ke_ FkrL- /-4,60 s) I / MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildin Inspection Request Date , � �� Time TypeInsp'n cc% lU Permit NO � ��� i ((:() Name Phone # Address 7)3 () \�;E t 7\ . 5 Company 'o c)6 (*A irP/7 1 rlIT/ rt ff /r Ii For Inspects . I Name & Date Approved Correction Re- Insp'n Fee %= r go f Date Permit No. 9 Name Address ') Approved Correction Re- Insp'n Fee car■O MIAMI SHORES VILLAGE BUILD? r DEPARTMENT A5-79S-2204 -2204 B ilding Inspection Request Type Insp'n Time ?)P7Of'3 .� T� yrn 5 lam. q s i' Company Phone # U u CC� • For Inspector: -! Name & Date rTh CT' 7 ic) MIAMI SH010 VILLAGE BUILDING liEfARTMENT 305-7(5-2204 Building Inspection Request Date i Time c- --- Type Insp'n A00 t Name Permit No. Address , J%) Company I n r,n Phone # For Inspector: Approved Correction Re-Insp'n Fee Name & Date Owner's Name and Address._.. Disapproved Dat (Signed) Building Insp or MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Registered Architect and /or Engineer Name and address of licensed contractor... , C, C ,4!_ eT cf7-fi — .s ® o .S /..5' n, /1/ ®i ,.. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done - /V '" e e 7 S' 74 , e o 7` -- vi i' /- 3 D W --06- -lam State work to be done and purpose of building (by floors)._ ' Date ∎F - - - 0_ No l -a - - -4/tree 7 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering d ie3 a 47' - a f Estimated Total cost of improvements $ ®,- - Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building __ Size of Building Lot A 4' '' -Cr Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ` Permit No 4 __ Date 7 — / C Read, Sworn to and Subscribed before me. Notary Public, State of Florida ,19 7 s My Commission Expires LANNING BOARD DATE Chainnan ! Member Member Member Member .. __ . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) p� Job Address 3 / 0 JVff 9 7 S-� Tax Folio�I ✓ 0 6 / 51 Legal Description ' �� »75 ( / Master Permit # ,�.1Af7 gwn / Lessee / Tenant V` C I +.Q �' , � �N S Owner's Address 5 10 U i g 7 1-7'17-, Contracting Co. S41/ Qualifier ��,�', - SSA - - phone State# Competency# Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE WORK DESCRIPTION f (---1€01N .S 1.9 f,', (U 6i r K- 6 Square Ft. / D (./ 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. 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'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. Furthermore, I authorize the above -named contractor to do the work stated. _ i4 j%i � ✓ � S ignature of Owner and /or Condo President Date: -2_ 1 i T (q z 0,„, . Notary as to Owner a d /lo .' • 6C t l NIZIDA � �� pLQ11f My * Commii � pire , COMMISSIpN EXPIRE PRIL 16992 BONDED TF4 AN11 STEMBLER S & V PERMIT FEE: 34.3 5 .s- a � r 13 Zoning Mechanical APPROVED: Fire Building Plumbing Address Estimated Cost ,\./ 0 d Signature of Contractor or Owner- Builder Date: Notary as to Contractor or Owner - Builder My Commission Expires: * * * * phone 7f/ / 7 cfgd Ins. Co. Other Electrical Engineering 4 * * * SIGN APPLICATION FOR BUILDING PERMIT .Application is hereby mode for the approval of the detailed statement or sne plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address .ntt � , ...... No...._�.4 ®.. Street_.. T � v Registered Architect and /or Engineer Nance and address of licensed contractor Location and legal ascription of lot to bc'rbuilt Lot .. /Q... .Y .... ( / Block //3 Street and Number where work is to be done Maximum live load to be borne by each floor I hereby s be sent to.. Permit No STATE OF FLORIDA, COUNTY OF DADE. j ss• Disapproved ..... �.. r . Date (Signed) MIAMI SHORES VILLAGE 71. BUILDING INSPECTION DEPARTMENT Building Inspector on: State work to be done and purpose of building (by floors) Ncw Bui!ding Remodeling Addition To be constructed of Estimated Total cost of improvements $ Kind of foundation 65 .0 ®o r it all the ans and specifications for said buildin otT &. Subdivision ... ° /.,.!.: 0 9A/ __.. SYV O and for no other purpose. Repairs I! No. of Stories Roof Covering 47 Amount of Permit S. Zone cubage required Plan Cubage Distance .to next nearest building Size of Building Lot All no 'ces with reference to the building and its L2 L The um • igned applicant for this building ennit/does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied .cith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspe ' • on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco)4ar .rs, on work to be . rformed udder this pennit, as are licensed by Miami Shores Village. Remarks (Signed) peared nstruction may &7-1e O.i9 e coo Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all fads therein by him stated ary se. Date..... / /. L Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Cisair:nan Member MIcrr,ber Member Member .. .. Member — .._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has been obtained from the I1. nnir.g 11u.rrd. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection ea faulty materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Requ Dat Time Type Insp'n Permit No. ,3 P 2.0 9 Name Address 3) D . Company Phone # 3o-s.- 5S t- 0/ is For Inspector:' l ) 6 /°3--kiame & Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Requcs�t Date/ / Time Type Insp'n ) Permit No. /2.) J Name (77-A/ Address j � � � 1 . . 1 j ._). �' � , ' Company 1 z - L, I _ r,-i\, 112, i'`1 '\ \ J Phone # _)() J L) ( 1 For Inspector: /1 ���j.'� '_L:Tame & Date Approved Correction Re-Insp'n Fee Dam Type Insp'n Permit No Name Address 3 Company Phone #3 OS -,, t 0 '71 For Inspectors/ -2 l .1 ame & Approve Correction MIAMI SHORES VILLAGE BUILDING DEPART T 305- 795 -2204 Building Inspection Requ Re- Insp'n Fee ❑ 6v< clth Type Insp'n -- Permit No. Name Address. Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAG BUILDING DEPARTME T 305- 795 -2204 Building Inspection Request Date Time Company Phone # For Inspector:1 ��� Name & Date Phone # MIAMI SHORES VILLAGE - BUILDING DEPARTMENT 305-795-2204 Inspection Request Date Time Type Insp'n p'!J /3_ - - , 6 - Penn ermit No. Fr Name Address,.._) )(, Company ( u ° For Inspect t�Y Approved Correction Re-Insp'n Fee ❑ Name & Date