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RF-07-1692Repair Teaks on Roof SEP 11 IN 9 1° Inspector Comments my Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP -60862 Permit Number: RF -8 -07 -1692 Inspection Date: 09/10/2007 Inspector: Grande, Claudio Owner: SALTZBURG, DONALD Job Address: 94 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: AMENGUAL ELECTRIC INC Building Department Comments Friday, September 7, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - Repair Phone Number Parcel Number 1132060131190 Lot: Phone: 786- 344 -6710 Page 2 of 2 Project Address 94 NE 100 Street Miami Shores Village, FL Owner Information DONALD SALTZBURG Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address 94 N. E. 100 ST. Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $100.00 $6.00 $2.50 $110.10 Building Department Copy f -Rep PROVED Expiration: 02/10/200 Parcel Number 1132060131190 Block: Lot: Contractor(s) AMENGUAL ELECTRIC INC Phone 786 - 344 -6710 Cell Phone Type of Work: Repairs Additional Info: REPAIRS Classification: Residential Authorized Signature: Owner / Applicant / Contractor / Agent Phone Total I Amt Paid 1 Amt Due $ 0.00 Payment Type: $ 0.0 $ 0.0 Applicant DONALD SALTZBURG Available Inspections : Cell Inspection Type: Final Roof Roof in Progress In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated August 14, 2007 Date Tuesday, August 14, 2007 1 BUILDING Tj PERMIT APPLICATION FBC 2004 ': Permit Type (circle): '° ��1 .. I Owner's Name (Fee Simple Titl' i ' der) LL2 Phony°# Owner's Address N ( �'- City .lara: ho Tenant/Lessee Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Miami Shores Village — _ 5 Building Department AUG 1 0 200/ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 95.2204 Fax: (305) 756.8972 3 Y: V 0?( 0?( �� Permit No. � em n (642 . State Master Permit No. Zip 3_3 j343 Phone # 3o c1 4 Job Address (where the work is being done) 54 NA E- i OD . ,eactal City Miami Shores Village County Miami -Dade Zip 33 ( 3 g FOLIO / PARCEL # Is Building Historically Designated YES NO 1/ giS Contractor's Company Name yam/l gi. fi F 1 gC QC.. Phone # I Lo 2 `+I6 r 2 Contractor's Address ' 3,52s/ 1.) ) Cit ///t i-t t State P[ Zip 3 3/ 2 Qualifier Name . P ek/ Phone # 5f6 &' 3 '2.1- a State Certificate or Registration No. C Certificate of Competency No. P Y Phone # Square / Linear Footage Of Work: /' ° Type of Work: ['Addition ['Alteration ['New Repair/Replace ❑ Demolition Describe Work: t 2S s — L r < 4 k s de f c . , , t ( J { Lv i ---4 o ;kJ Submittal Fee $ Permit Fee $ /DO CCF $ CO /CC Notary $ . — Training/Education Fee $ () • 40 Technology Fee $ 2' 50 Scanning $ i Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ / 10 1 (� See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) cy _ ( , , (T)o-4 e © - Mortgage Lender's Address Q. ® -34 � City W /Acre State 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 t alt wnrl will be e _ o meet the standards of all laws regulating & In construction in this jurisdiction. tt that a sT rafe permit must be l c effd LECTRlCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged It Signature eig,e, / Signature AO er or Agent The foregoing ins, ent was acknowledged fore me this / 0 The foregoing ins ent was acknowl before me this / r) day of 2 ,by 509//e42 - net/ 4 day of t .20 - by �°pyCal � � who is pe NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: (Revised 02108/06) ally known to me or who has produced As identificati j iVla� I' a „ Commission # DD568346 Expires: JUNE 26, 2010 BONDED THRU ATLANTIC BONDING CO., INC. Zips f� — who is personally known to me o mYo A as identificat "t t YlroxiiittalceRnAltdila NOTARY PUBLIC: '.ui= = Commission # DD568346 Expires: JUNE 26, 2010 NDED THRU ATIA.N"1?C BONDING CO., INC. Sign: Print My Commission Expires: Plans Examiner Engineer Zoning ■ • •• • - High Velocity Hurricane Zone Unifgrnl f oottng milt Apiiic :tion Form • • •• • • • • ••• Section A (General Iii n)• • / • •• ••• • Ma ster • Permit No. p� • • •PIbiaseff • • • • • • • • • • • •- • • • v _ � •_ • • • Contractor's Name: • • • • J ob Address: 9 N C 0 5 T. • Roof C ate * •• ; •; ;•• ••• 14r Low Slope „,..,Mechanically Fastened Tile _Asphaltic Shingles ,,._.Metal Panel /Shingles — Prescriptive BUR•RAS 150 Roof Type ._ New rwul — Re- Roofing _Recovering Are there Gas Vent Slacks located on the roof? _Yes Roof.System Information Low slope roof area (fLay. Steep Sloped area (ft.') Section B Roof Plan • • • • ••• _*Mortar /Adhesive Set Tile �1Mo'od Shingles /Shakes Maintenance If yes. what type ? .,::Natural _LPGX r6 Total (ft') ! Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scupper: and overflow drains. Include dimensions Of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 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( A/D 6 7' Le, •••:••• ••••• Notice of Acceptance Number: 05 4/3.0/ Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: ` P2: --q5o / P3: —'9 / Maximum Design Pressure (From the NOA Specific System): 11 a 9 Method of tile attachment: ,t-» Y1-©Xl M 047)1165/1/E -4Ae9 g f 1 Roof Slope: :12 Ridge Ventilation? NO • • • • • • • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform P unit Applcatl ®n Form" • • • Section D (Steep SIoDed:Ruof §votemI • • • Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Mean Roof Height: / Z y wooD 5 /5 Fire Barrier: /3O A 67M 22‘ astener Type & Spacing: dhesive Type: N ype Cap Sheet: oof Covering: • ••• 1 lam ps /2tW Lz 501-t o,fre, ev6 t f1 5o/icJb©7��� r Type S Size Drip Edge: I 3xV 26 C e t.); C)(, 123_01 -48 5/03 PAGE 4 123_01 -48 5/03 PAGE 5 . e .•. • • • • • • • • • •• .• • • • • • • • • • • rI r: 1 • • • *• ' • MI ,h Meth z 102: (P °f: (P -gt41: 11I z.�r Florida Building Code Edition 2002 Hurricane • , = Uniform Permit Form. . . Sec lon� ( rhle Calculations) For Moment bastdIll stems, cilogge either Method 1 or 2. Compared the values for M tlfe vaBOuirtui 1 .anthe At values are greater than or equal to the Mr values, for eaeh atab Qf ieteo4 tfe& the tile attachment method is acceptable. 1 "M nit Based T e Calculations Per RAS 127" - Mg: `9 -2 = Mil - -03 NOA NOA Mt ! f 2 - 1 -4-6V - mg: 7 67 NOA ME I r 9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA 1 /4 !, M Required Moment Resistance* 15' 20' 25' 30' 40' Mean Roof Height — Roof slope l 2:12 3:12 4: 2 8: 2 7:12 34.4 322 A 28 26.4 24.4 38.5 28.0 25.9 38.2 38.0 3. 39.7 37A 35. 32 34A 29A 27.1 30.5 28.2 39.8 .9 32A 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' 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 : z I: = z w: = ) – W: z cos 9: = FH: NOA F' (P z1: = z w:= ) —W: x cos 9: = F : NOA F (P : z l: = z w: = ) — W: z cos 9: = F NOA F' Description Where to Obtain Information Symbol Where to find Design Pressure P1 or P2 or P3 Mean Roof Height H Roof Slope e Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance M, Mr Required Moment Resilance hirmimmn Attachment Resistance F' Required Uplift Resistance Fr Average Tile Weight W Tile Dimensions 1= length w= width All calculations must be submitted to the Building Official attire time ofpemdt application. RAS 127 Table 1 or byan engineering analysis prepared by PE based on ASCII 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA SECTION R4402.13 . • • • • HIGH VELOCITY HURRICANE ZONE ;4,E(UI tE rOWNItRS NOTIFICATION FOR ROOFING CON *Ijir$ATIONg • • • R4402.13.1 Scope. As it pertains to the section, it is the responsibility of rgofing co ntraoter to provide the owner with the required roofing permit, and to explain to th .wyneettec oeIentt►fthe.setti &n.?he provisions of Section R4402 govern the minimum requirements and standarjlsVA%industy fOr {oofing systtm installations. Additionally, the following items should be addressed •aepart •of the••gteerlientbetween the owner ant the contractor. The owner's initial in the designated space indicates•that the item has been explained. •• • • ••• ... • . .. '. ••• • :.• •• • 1. �j / Aesthetics- Workmanship: the vlotilliA Itrokkkio,rs of Section R4402 are for e purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. ( Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. _ 1_' ! Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. ►.. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. // Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roo r4/0 Owne gent's Signaure Date MIAM hDA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION , NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 S. Federal Highway, Suite 300 Stuart, FL 34994 • ••• • ••• • • •. •. • •• • • • • • • • • • • ••• • • • • • • • • • • ••• • ••• • • • • MIAMI-DADE COUNTY, FLORIDA • • • • MET .Q-I3. E FLAGLER BUILDING ' • • • � 14 VEST Iu • (p � 'L � E ' R � ., STREET, SUITE 1603 • • • • • • • 'MIAMI, FLORIDA 33130 - 1563 • • • "' • (305) 375 -2901 FAX (305) 375 -2908 •• ••- •• • •.•••• • •• • • ••• • • .•• •• • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Skandia 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 has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed., then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 00- 1106.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jor L. ebo NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12108/05 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE Duratile USA "E" USA Trim Pieces Product Tile Nails Tile Screws Rainproof II Roofing Roofing Tiles Concrete • ••• . • • . ••• • • •• • ••• • • • • • • ••• • • • • • • • • • .•• • ••• • • • • • •• • • ▪ ••• • •• • : : ,• • ▪ • • • • • • • • • • • • ••• • • ••• • . . • • • • •• • • • • .•. • • • • • • • ' • • • • ;' • • • ' . . '• • • ••• •• •• This renews a roofing system using Entegra " Skandia" concrete roof tile, as manufactured for Entegra Sales, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system, 2. PRODUCT DESCRIPTION Manufactured bv Test Applicant Dimensions Specifications Skandia. Length: 161/2" Skandia ABC Width: 13" TAS 112 Length: varies Width: varies Thickness: varies TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Ice and Water Shield TU Underlayment Dimensions Min. 10dx 3" #8x 2'/i" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 30" x 75' roll 36" x 75' roll 60" x 75' roll 36" x 75' roll 39% "x32'10" roll Test Specification s TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Product Description Flat concrete roof tile for direct deck or batten nail -on. Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Single ply, nail -on underlayment with 2" self adhering top edge Self- adhering Underlayment Self - adhering Underlayment Manufacturer Generic (With current NOA) Generic (With current NOA) Protect O -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 2 of 6 Roof Tile Mortar ( "TileTiteTM") Roof Tile Mortar ( "Quickrete® Roof Tile Mortar #1140) Roof Tile Mortar (`BONSAL® Roof Tile Mortar Mix) Roof Tile Adhesive ( "Polypro® AH 160") Roof Tile Adhesive ( "Tile Bond ") Hurricane Clip & Fasteners N/A N/A N/A Various Factory premixed containers Clips Min. l " width Min. 0.060" thick Clip Fasteners Min. 8d x 1V" • ••• • ▪ • • • ••• • • • • • • • • • • • • • •• • • • ••• • • • • TAS 123 Prepared mortar mix Bermuda Roof TAS 123 TAS 114 Appendix E geed for mortar • • • • d"i or ser • Company, Inc. • • r000f tde applitaiions . • • Corrosion resistant clips with corrosion resistant nails TAS 123:: l r arec}korfe mix • • Quickrete • designed for mortar set Construction roof tile applic4ions. • • • Products tieiandt4rtAr •yv.R. Bonsai Co. ViCdfoCmortaiit •rrioftil0 applications See NOA Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof tile applications • 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 in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `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 installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 "Entegra Sales Inc. Skandia Flat and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations Polyfoam Products, Inc. Flexible Products Generic (With current NOA) NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12/0805 Page 3 of 6 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Skandla 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 182 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 322 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 installation with a 4° tile headlap and fasteners are located a minimum of 2W from the head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandia Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 2: Restoring Moments du�t ni a�i -stlih (7b1'. . Tile Profile 3'�: 12" 4 ":12" • • •$�•' . • •. • • 60I2 ' 7".12 "Or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Entegra Skandia 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A • • ••• • • • ••• • •• • • • •• '• • • • • • • • • • • • • • ••• • • • • NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 4 of 6 Table 1: Aerodynamic Multipliers - X (ft • ••• Tile Profile • Batten Appl t iQn: a5 : i_• irect petit Application Skandia 0.267 • ' - 0.289 • • ••• • • • ••• • •• • • • •• '• • • • • • • • • • • • • • ••• • • • • NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - Mt -ibt) For Single Patty Adheslve.Set Sypteq?S • 41 • • Tile Profile Tile A ,loptton .�. 41 , • �lliQi Resistancement • Skandia PoIyPro 118.9 PotyPro4m .. � • • . • •40.4 • • 4 Large paddy placement of 45 grams of PolyProTM • • • • • • • •' ' • • 0 ! • .4141 4141 5 Medium paddy placement of 24 grams of PotyProT", -a-. • • • - • • • • • Table 48: Attachment Resistance Expressed as a Moment - Mt (ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade County Product Control Approved ". 5.2 Entegra Sales Inc., Skandia Roof Tile bears the following markings- Skandia, Skandia ABC, Duratile, USA "E" USA, where the E is a stylized logo. 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. MANUFACTURING LOCATIONS 7.1 Indiantown, FL • • ••• • •• 0 • 0 41 0 41.41• • • • • • • • • • • ••• • • • • • • • ' • • • • •41• • • • • 0410 • • NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 5 of 6 • • ••• • • • .• ••• •.•.• • • • •'. • • • • • ••• • • • • • ••• • • • • ••• • • • .• • • • • OO .. • • • • • • • • • • • • •• ••. • PROFILE DRAWING • ••• • • :: • .. • • • • SKANDIA FLAT COMAE ON 111:E ICE• • • • •••• • ••• • • • • • • • • • • • • SKANDIA END OF THIS ACCEPTANCE NOA No„ 05-0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 6 of 6 Repair leaks on Roof 4b/D Passed > Inspector Comments faci— - .?() 4- 61 -------------------- _---- / Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until ( fNunber Inspection Date: 09/07/2007 Inspector: Grande, Claudio Owner: SALTZBURG, DONALD Job Address: 94 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: AMENGUAL ELECTRIC INC Building De artment Comments Thursday, September 6, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 SEP 07 IA Block: Permit Type: Roof Inspection Type: In Progress Work Classification: Roof - Repair Phone Number Parcel Number 1132060131190 Lot: Phone: 786-344-6710 Page 2 of 2